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Home My WebLink AboutTR-10358 Glenn Goldsmith,President W, soh Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski 9L Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 c®UT1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 Nelson, Pope, Voorhis, LLC 70 Maxess Road Melville, NY 11747 Attn: Brant Reiner RE: CONKLING ADVISORS, LLC 1760 SAGE BOULEVARD, GREENPORT SCTM# 1000-57-1-38.3 Dear Mr. Reiner: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 18, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10358 to construct±185 linear feet of"Doublewall" block retaining wall system,to an elevation of 7.00' (NAVD 88) along the south shoreline of the easterly peninsula in lieu of the previously approved 200 +/- linear feet; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,200sq.ft. (or+/-250cubic yards) revetment in lieu of previously approved +/-2,300 sq.ft; placement of±175 cubic yards of stone over an ±,1600sq.ft. area below the plane of the spring high water line and ±75 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construction of a +/-750sq,ft, (80cubic yards) naturalized stone armament along the seaward side of the bulkheaded peninsula nose, +/- 525sq.ft. (50cubic yards) of which will be placed above SHW and +/-225sq.ft. (30cubic yards) of which will be placed below SHW; construct ±40 linear feet of Navy-style bulkhead in lieu of the previously approved +/-33 linear feet with an 8' return; construct±230 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±220 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±11' seaward of and parallel to the above mentioned new bulkhead to create ±1,358sq.ft. of intertidal wetlands in lieu of the previously approved; construct a sloped area between the Navy-style bulkhead and low-sill bulkhead to transition from the created low marsh intertidal wetlands area to the upland areas utilizing +/-10 cubic yards of excess dredge material to be planted with +/-850sq:ft. of Saltmeadow cordgrass (Spartina patens); remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±560 cubic yards of which is to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; and 220 cubic yards of which will be spread in the upland area of the property; in lieu of the previously approved; the filled/upland area will include ±1,750sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches, and ±3,808sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application); in lieu of the previously approved; and as depicted on the site plan prepared by Robinson & Muller Engineers, P.C., received on October 11, 2023, and stamped approved on October 18, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees �i NELSON POPE VOORHIS environmental•land use•planning TRANSMITTAL FORM TO: Glen Goldsmith, President Town of Southold Board of Trustees FROM: Brant Reiner Southold Town Annex DATE: October 10, 2023 54375 Main Rd. PROJECT: Brick Cove Marina P.O. Box 1179 NPV No.: 21009 Southold, NY 11971 REF: Wetland Permit#10538 VIA: Regular Mail X i Overnight Messenger ( Pick-Up COPIES • i 1 Cover letter 2 Copies of revised site plans& Mitigation plans printed at 11x17 (not to scale) 1 Copy of digital submission email 0 E V ED OCT 1 1 2023 Southold Town REMARKS: Board of Trustees cc: r Long Island: 70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156.Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Ashley Mardszyn From: Justin Ames Sent: Tuesday, October 10, 2023 12:39 PM To: Ashley Marciszyn Subject: FW:Trustees Wetlands Permit 10358 -Administrative Amendment Request - Conkling Advisors, LLC Attachments: .2023-10-1 0-Trustees Permit 10358 Administrative Amendment Submission.pdf FYI _ E � � E,l L%a P,\, Justin Ames, LEED AP O+M I NPV Environmental Scientist OCT 1 2023 o: 631.427.5665 x238 v Southold ToV,!n Board ofTrmees From:Justin Ames Sent:Tuesday, October 10, 202312:36 PM 1 To: DiSalvo, Diane<diane.disaivo@town.southold.ny.us>;glenn.goldsmith@town.southold.ny.us Subject:Trustees Wetlands Permit 10358-Administrative Amendment Request-Conkling Advisors, LLC Dear Ms. DiSalvo, Per our telephone conversation the morning of Tuesday October 10, 2023, please see the attached letter,the Trustees Permit,and accompanying plans. On behalf of the applicant,we request an administrative amendment to Trustees Permit 10358 to correct and clarify the details of the Permit project description. Hard copies of these materials are being sent via FedEx to your attention to the Southold Town Annex. Should there be any questions regarding these materials or the project in general, please do not hesitate to contact me. Thank you, Justin_Ames Justin Ames, LEED AP O+M Environmental Scientist NELSON POPE VOORHIS Long Island: 70 Maxess Road,, NY 11747 Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 o: 631.427.5665 x238 james@nelsonpopevoorhis.com nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent,you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. 1 N,ELS ®nlalSe.PnOPE VOORHIS 'mm envOctober 10, 2023 VIA EXPRESS MAIL I~ Cy �-' J. Glen Goldsmith, President �4 Town of Southold Board of Trustees '- OCT 1 1 2023 Southold Town Annex 54375 Main Rd. P.O. Box 1179 So.:T1'0!.j Team Boi Trus'te s, Southold, NY 11971 ��- Re: Southold Trustees Permit No. 10358 Request for Administrative Amendment to Permit Project Description Brick Cove Marina,Greenport,Town of Southold N PV#21009 Dear President Goldsmith, On April 19,2023,the Southold Town Board of Trustees adopted a resolution to issue a conditional approval (referenced as permit number 10358)to Conkling Advisors, LLC for the below described improvements to the Brick Cove Marina property located at 1760 Sage Boulevard, Southold, NY (SCTM#1000-57-1-38.3): Dredge±835 cubic yards of sediment from the marina basin inlet(±7,250sq.ft. or±578 cubic yards)to a depth of-6.0'below Mean Low Water(ML W)and the southerly area of the marina basin(±3,475sq.ft. or±257 cubic yards)to a depth of-4.0'below ML W;a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct ±200 linear feet of "Doublewall" block retaining wall system to an elevation of 7.00'(NAVD 88) along the south :Shoreline of the easterly peninsula; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an±1,700sq.ft. area below the plane of the spring high water line and±145 cubic yards of stone over an approximately 600sgft. area above the plane of the spring high water line; construct±33 linear feet of Navy-style bulkhead with an 8'return to the east below the spring high water line to an elevation of 7.00'(NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula;construct±245 linear feet of Navy-style bulkhead to an elevation of 7.00'(NAVD 88)along the northerly shoreline of the easterly peninsula;construct±237linear feet of low-sill bulkhead to an elevation±0.33' (NA VD 88)along the northerly shoreline of the easterly peninsula±6'seaward of and parallel to the above mentioned new bulkhead to create±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass(Spartina alterniflora)along this shoreline;the created wetland area v NYSDEC Permit Modification Request Brick Cove Marina,Southold represents a 4:1 mitigation ratio for+410sgft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove+835 cubic yards of dredged material from the above referenced inlet and boat basin of this project +690 cubic yards of which is to be placed between the "Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula resulting in+35 cubic yards of fill over an t1,150sq.ft. area below the plane of the spring high water line and+655 cubic yards of fill over a+5,250sq.ft. area above the plane of the spring high water line, the filled/upland area will include +4,200sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches, and+3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas;and no work is proposed on the western peninsula of the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated(roughly equally on both sides) as an approximate 12.5' non-turf vegetated buffer which is to be perpetually maintained, with an 8'walking path to be sand and/or non-turf;and as depicted- on the revised site plan prepared by Robinson&Muller Engineers, P.C,last dated August 31, 2023, and stamped approved on September 6, 2023; and the revised mitigation plan prepared by Nelson, Pope & Voorhis, LLC, received on September 6, 2023, and stamped approved on September 6, 2023. The above project description that was described in the Trustees' permit does not accurately represent the proposed improvements that are represented in the engineering plan set last revised by Robinson & Muller Engineers, P.C., on August 31, 2023 and the mitigation plan set last revised by Nelson, Pope&Voorhis, LLC on September 1, 2023. These plans were stamped approved by the Trustees on September 6, 2023,and are referenced in the above referenced permit for this project. The project description included in Trustees Permit 10358 reflects an older version of the proposed project description that is not consistent with the updated plans that were prepared by the project design team to address the Trustees's conditions of approval. The below project description provides clarification (noted in red, strikethrough and underlined text) to ensure consistency with the project plans that were approved by the Trustees. Dredge+835 cubic yards of sediment from the marina basin inlet(+7,250sq.ft. or+578 cubic yards)to a depth of-6.0'below Mean Low Water(MLW)and the southerly area of the marina basin (+3,475sq.ft. or+257 cubic yards) to a depth of-4.0'below MLW;a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula;construct-+-""±185 linear feet of"Doublewall"block retaining wall system to an elevation of 7.00' (NAVD 88) along the south Shoreline of the easterly peninsula, removal of+660 cubic yards of scattered concrete rip-rap along the southerly'shoreline of the easterly peninsula and replacement with a_49,498+2,200sg.ft. (or +250 cubic yards) revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of Long Island:70 Maxess Road, Melville,NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 I V PV Page 2 of 4 NYSDEC Permit Modification Request Brick Cove Marina,Southold 46-115±1 75 cubic yards of stone over an=':!,7.99+1,600sq ft.area below the plane of the spring high water line and X49 +75 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construction of a+750 SF(80 CY)naturalized stone armament along'the seaward side of the bulkheaded peninsula nose, +525 SF(50.CY) of which will be placed above SHW and+225 SF(30 CY) of which will be placed below SHIN, construct$33+40 linear feet of Navy-style bulkhead Wit-h ^^ R' r0tur-P +^ the P94+hP1914,th� prong high ^t-or-UPP to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct 4245+230 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula, construct #23 +220 linear feet of low-sill bulkhead to an elevation +0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula-*-&"t11'seaward of and parallel to the above mentioned new bulkhead to create +1,358sgft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; construct a sloped area between the the Navy-style bulkhead and low-sill bulkhead to transition from the created low marsh intertidal wetlands area to the upland areas utilizing+10 CY of excess dredge material to be planted with+850 SF of Saltmeadow cordgrass (Spartina patens); the created wetland area represents a 4:1 mitigation ratio for +410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project, remove+835 cubic yards of dredged material from the above referenced inlet and boat basin of this project-_+-6� +560 cubic yards of which is to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula, and 220 cubic yards of which will be spread in the upland area of the property "„s„► &3 _ , ; the filled/upland area will include 44,299+1,750sq.ft. of permeable(oyster shell)surface with an elevation of 8.00'(NAVD 88) to match the highest elevation of the existing peninsula grade with benches,and_3;285+3,808sqft of variable width vegetative buffer areas(planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated(roughly equally on both sides) as an approximate 12.5' non-turf vegetated buffer which is to be perpetually maintained, with an 8'walking path to be sand and/or non-turf;and as depicted- on the revised site plan prepared by Robinson&Muller Engineers, P.C,last dated August 31, 2023, and stamped approved on September 6, 2023, and the revised mitigation plan prepared by Nelson, Pope & Voorhis, LLC, received on September 6, 2023, and stamped approved on September 6, 2023. The corrected project description provided herewith represents the permitted project plans and does not alter any details of the Trustees approved project. We therefore request an administrative amendment to permit no. 10358 to update the project description in the Trustees permit. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 N P V Page 3 of 4 NYSDEC Permit Modification Request Brick Cove Marina,Southold In support of this request please see attached: • A copy of Trustees Wetlands Permit No. 10358, issued April 19, 2023 • Two (2) sets of the revised Site Plans prepared by Robinson & Muller Engineers, P.C., last dated August 31,2023, printed at 11"x 17" (Not to Scale) • Two (2) sets of the revised Mitigation Plans prepared by Nelson, Pope & Voorhis, LLC, last dated September 1,2023, printed at 11"x 17" (Not to Scale) Should there be any questions regarding these materials or the project in general, please do not hesitate to contact me. Thank you. Sincerely, NELSON, POPE&VOORHIS, LLC Brant Reiner Partner cc: Andrew Salomon, BCM (via email w/enclosures) Peter Stein, BCM (via email w/enclosures) Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 I V P V Page 4 of 4 i Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President y< 54375 Route 25 Eric Sepenoski ,? P.O. Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples �� a'{ Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 110/lb/23 Completed in field by: G. Go1dsn;A) Nelson, Pope, Voorhis, LLC on behalf of CONKLING ADVISORS, LLC requests an Administrative Amendment to Wetland Permit#10358 to construct±185 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of the easterly peninsula in lieu of the previously approved 200 +/-linear feet; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a±2,200sq.ft. (or+/-250cubic yards) revetment in lieu of previously approved +/-2,300 sq.ft; placement of±175 cubic yards of stone over an ±,1600sq.ft. area below the plane of the spring high water line and ±75 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construction of a+/- 750sq,ft, (80cubic yards) naturalized stone armament along the seaward side of the bulkheaded peninsula nose, +/-525sq.ft. (50cubic yards) of which will be placed above SHW and +/-225sq.ft. (30cubic yards) of which will be placed below SHW; construct±40 linear feet of Navy-style bulkhead in lieu of the previously approved +/-33 linear feet with an 8' return; construct±230 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±220 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula±11' seaward of and parallel to the above mentioned new bulkhead to create ±1,358sq.ft. of intertidal wetlands in lieu of the previously approved; construct a sloped area between the Navy-style bulkhead and low-sill bulkhead to transition from the created low marsh intertidal wetlands area to the upland areas utilizing +/-10 cubic yards of excess dredge material to be planted with +/- 850sq.ft. of Saltmeadow cordgrass (Spartina patens); remove±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±560 cubic yards of which is to be placed between the"Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; and 220 cubic yards of which will be spread in the upland area of the property; in lieu of the previously approved; the filled/upland area will include±1,750sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88)to match the highest elevation of the existing peninsula grade with benches, and ±3,808sq.ft. of variable width vegetative buffer areas(planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application); in lieu of the previously approved. Located: 1760 Sage Boulevard, Greenport. 'SCTM#: 1000-57-1-38.3 Tyof area to be impacted: 7 / Saltwater Wetland Freshwater Wetland Sound �/Bay Part of Town Code proposed work falls under: ✓/Chapt.275_Chapt. 111 _other Type of Application: Wetland Coastal Erosion ./ Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: J G. Goldsmith "' N. Krupski ✓ E. Sepenoski L. Gillooly E. 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F CS-1 CROSS SECTION DETAILS SCALE:1"=11,000 P-1 PENINSULA PROFILE 0,0 Z 'aa 'aa "I SITE DATA 0, SCTM DIST.1000,SECT.057,B1J(.O1,LOT3B.3 Iff; PROPERTY ADDREM 17 SAGE BOULEVARD,GREENMRT,NY 11M a; 53667 5S(12.32A) -aa ff" F[/.48 (7 48 Ac) a` 46 .3 U;LZ.AREA 3 AREA UNDER WATER 210,9 ::SF UAc) 4a E)a ING ZONE. M11-MARINE 11 Z 7----- EMSTING USE: MARINA SCHOOL DISTRICT GREENPORT WED MST OFFICE DISTRICT: GREENPORT,119" FIRE DISTRICT: GREENPORT FID ; Gf WATER DISTRICT SUFFOLK COUNTY WATER AUTHORITY v;; i # e4 DATUM: NAVD 88 4 +## 4; 'aaWap 'f,7;. 3 ZONING COMPLIANCE TABLE: ZONE,MB-MARINE 11 IN, ff il REM CODE PROVIDED f {#### — ,Ifp /, z at; ;11/"1 LOT AREA(MN) 80,000 SF 536,78 SIF f I �,/Y11/1.1111 44 LOT WIDTH(MR) ISO 453 LOTDEPTH(MIN) 150' 772,51' ff FRONT YARD SETBACK(MIN) 3 23.90, A, SIDE SETBACK(MIN) 25 I06.I0 BOTH SIDE YARD(MIN) 11 of REAR YARD SETBACK(MIN) 25 162.60 1�r SETBACK TO WATER BODY(MIN)§2N-1 168 75' 76.87' Z 41 $®r LANDSCAPIE AREA(MIN) 2% I e LOT COVERAGE(MAX) 26!v 101, _.; 11 3— 1 - S:% STY 1 STY Z massmar, * T ; BUILDING HEIGHT(MAX) It I .;;,— J." SANITARY CALCULATIONS JQ: ALLOWABLE FLOW fit, `a GROUNDWATER MANAGEMENT ZONE IV 4x it LLOWABLE DENSITY MX)GPD/Ac 7.48 M A 600 GPD/Ac 4,488 GPD DENSITY CALCULATION EXISTING f fit 4a -W SINGLE FAMILY RESIDENCE NO GM WAREHOUSE 6,950 SF @ 0.04 GPD/SF 278 GPD 'a, 'a, WAREHOUSE 4500 SF @ 0.04 GPD/SF IN GM AandIar MARINA 140 BOAT SUPS @ 10 GPD/SUP 1,400 GPO -4 — -.a If 4a 4x amaR POOL HOUSE 17 OCCUPANTS @ S GPDIOCCUPANT 85 GPD iiiiiijib If A iiafto • 47 a4a ft • ax TOTAL Z163GPD 7 208 % AMAGNT UnImairm"d 7 sa, I —'., 'r�Xgy NOT TO SCALE,REDUCED TO 11X17 10, 100 0 so 4a it SCALE:1'=SO j 11. GENERA.RWISION 01-2MIKA it Z_ 10. REMED PER TRUSTEES Oa. CS + 'a. 9. REVISED PER TRUSTEES Wm" No -ft a. ISSUED FOR BID 03072M t Raba, t t 7. REVISED SANITARY CALL. 0243 DIG REM.PER RODE 12-12= DIG 5. NO REVISION THIS SHEET 12-01-= DIG f REVISED PER ALOE 11-0= 46 t'rip k U: do" 3. DID 707 halam 0/1 4' 0 REVISION THIS SHEET APPROVED BY 2. REVISED PER NYSDEC DIG 126, k,A"',-,, "I It' 1 1. I WED PER OWNEIVTEAM 01.12.= DID rww 5- It J1 -----—------ VIDESCRIPTION _;T fay % /N EES OWNEWAF LICANT -eiv Sam a—Aalalax ft PECONIC SAY a% BOARD OF I RUST RFU N OVERALL PLAN vt , 'D \ 0 �', 7.77 w TOWN OF SOUTHOLD 10, BRICK COVE MARINA f7 ------ M574TW 1760 SAGE BOULEVARD 838SITUATED IN 7", 2-02,3P GREENPORT IN, DATE 0.4r 'E\A It TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK A N'X" SCTM:DISTRICT 1000,SECTION 057,BLOCK 01,LOT 038.3 If�11 ;1 Robinson&Muller Engineers,P.C. upom SO NY X om11743 16, �m Office:(631)271-0576 Matthew K.Aylward,PE Fax:(631)271-0592 t I www.merqng.com THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN -Rxr,;;" NY S,M,U-093172 MINTO,�S TEDAUGUET16,2020.UST REVISMD JANUARY 20=.SOUNDING DATA BAS D ON HYDROGRAPHIC11 DIG I cHKD " BY, MKA 1'-50 2=�727 S 1 � SURVEY PREPARED BY SEA LEVEL MAPPING DATED 1 SLATE: =0 A-:1] -N �CGARB 2020 ANDAERUkL PHGTOGRAPHS TAKEN FROM DATE: W22-21 DATE: 06-24-11 w.: 21 HYSCISWEENER. ' m .m a6 m m I t `es I W -6.0 ,Q7 tl.l ?7 1.2 Y�X5.3 0 `p�1 WF+2 f t 1/)�io 1 tmnslormer / ,,,.• I m °o m m Gr io lV °t m ' I 1 t a ro @ '>.@ >g �73 15.8 -0.9 !l l 6 / w m 4. a °° c m m m 1 1 m m�e6 m 0 '@.@ Ig -014 L I I !l / manhDl /, i W ro m m m v a\'1 m 'S.0 'S.7 74 -?q -5.8 5' 0 #1201111/ / i \ ,50 s7 '73 '?3 -6.4 `e2/ O _(. •�k/ll/ / /-7- N6.6, LEGEND 7 -5.'3/ ///// / / �I EXISTING RIP RAP 1 4 EXISTING RIP RAP r - \ -B s7 s.7 -s.3 0 -a.@ HIGH WAFE>�/l _08 5 wF 1///!// / k J�9 UNDERWATER L-_-J O s. 68 LINE Land now or former! of -5'e 's'$ - -\ e. mm mm mis mv itI at Fm1 i NI roa ro.:1 ov mit tv ut N +� � � \ . e; \ / 8S Bq 1.2;05 p�5Breezy Shores Community Inc. 64 `41,SB / 'S> -5 `3!`52 68,0 CUnRDE\f -5.2 -35 $\8 `5p -e1 I -5.2 `B.p\ 5.2 'gj B 'S3 5 /o @@.1 \ �5.4 -8.1 6 2 i 0 lU6 // ��,� k5s2 KEYMAP 8 \ '6.7 -BZ ,5,44 // -5.7 ,'�p /,;Ijllplr SCALE:1"=1,000' `@'8 '7.3 -e4 / -5.5 , l 613-5.$ Z � I I el anel � 5GRAVFL o mrs.Q -e4 � ,5e -s.3 1 1 - �.� aAVFMFNT\ SITE DATA I I v m ! .�� _53 d 1 N `` SCT M: DIST.1000,SECT.057,BLK 01,LOT 38.3 `\ I ' v •� Gil m m 'e,,'j4 \ e.e 2 l ,� `$g,� WA RL�/NF' '4 e / /W�14'k 1 I 1/ 00�^ADDRESS: 17N S5 GE(1��2.32 c)D.GREENPORT,NY 11944 11\ I I J. m m m tl' 4/ -5.0 ' , N Of0 UPLAND AREA: 325,9953 SF(7.48 Ac) m C N °1 -83 8,@@3/ `5'1 ,3.q `37 ' �„' / ! PIOnIer$ AREA UNDER WATER: 210.7905E(4.81 Ac) m m R\ -8 7 1 ,@.5 / z4 -34 2 -22 / I / r EXISTING USE: MARINA /,�jEXISTING ZONE: MRI-MARINE II 1\ �Zj o WF �,I// SCHOOL DISTRICT: GREENPORT UFSD `1p4 :. a `7.7 / g'tl ��_----�-_'--�' �' , Y / FIRE DISTWCT'POST OFFICE ISTPoCT: GREENPORT FDGREENPORT 9H '2.5 `lam__ EW' /' �// WATER DISTRICT. SUFFOLK COUNTY WATER AUTHORITY l' DATUM: NAVD 88 WF-_f-_�IfFJs �=_z 6✓� /h� X 194.29 °' � // 1 c%�f� / WF-9 ��F�p ZONE �� -. / /�-----'--4- 1 J► a\iP / r ij % ��// ' -"SNE VE /11 N it \\` f m�� )1i �y� ///� / FEMAZO _` 17.441 1 �I�\'. I'F� 1 ` i - __-�� • _ -aNLF�_--,- -_,\ �,�, \ # , 11 �� z, ►�-,^� ! �\ 10011},\ 1 m '. 'T \ e' ' ." - =. -�' '�' -4•--��y ':� N20°08'40" \ N75°15 ,; N \3 �N ,' a _ ? '-1- '- F-�- HIGH WATER a \\ \> N .w \\ � -s 9'2g'rW 1�S•\ z1 OCT 1 1 LINE b v; QT� �, 2023 t \ > is 'y/N� \-3 �OYIg01101101 \6'\ d •� \ L-__i \\ p �-- MEAN HIGH \ f s \ wqnt of Nml a 1' L E (J \ \ % WATER LINE 7.07 5/0 0 �. r �:,� �Lr� ��E�, n E N73 39 29 W,-z- 0 t u c \ \ i •� 1 W@ a \ 130flr�of TrUScPP.a L 1/09 A 1.261 °2114"W \ V \\ \ a .G Land now or formerly of h \ b , CP `\ s� s Southold Shores Association Inc. !� / \`\ 3 : m \\ T\\ A ' ECOI /C BAY _ NOT TO SCALE,REDUCED TO 11X17 20 40 - 7. � \ i I a m scALE:r=2a / �4 I \ 11. GENERAL REVISION 0431-23 MKA N7 1127'W I r 1 (-5� \ �, `r l II `a �� ta. REVISED PERreusrEEs Deasz3 a o ' CP \ A 9. REVISED PER TRUSTEES 0 -23 DUG 17cP3 . 9' k 3/4 i_I I�-J' O 0 I \ ____ \ N `' �IIyy B. ISSUED FOR BID 0307-23 DJG \ 1 7. NOREVWONTHISSHEET 02-0423 DJG N7305742"W _,__---z I\ \ 3 G. NO REVISION THIS SHEET 12-12-Y2 DJG S. NO REVISION THIS SHFFF 1241-22 DJG £ 8.38' A' I\ N ',i 4. REVISEDPERACOE 11 H"-22 DJG \ 6' 3. NO REVWONTHISSHFET 082422 DJG N5503813911W 6°��P i 1 \N \\\ N 2 REV 3ED PER NYSOEC Oil&23 DJG 2 Oa L/ Q \ 1. REVISED PER OWNEWEAM 01.12-22 DM ;f 0.48' HIGH WATER/ p ��\ Y ' \\ P No. REV WON DESCRIPTION DATE BY V o LINE \ \\ � CP OWNEVAPPLIC9ARN.TL, N4o10I27 1w w ' L° PARTIAL EXISTING CONDITIONS PLAN �I>rHP�HY„92, / REEF BRICK COVE MARINA N •°' / �, %\\ ay 11ia,1Na.,NY1,n, 1760 SAGE BOULEVARD SITUATED IN 4 // o GREENPORT TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK a 1 N SCTM:DISTRICT 1000,SECTION 057,BLOCK 01,LOT 038.3 m a `� Robinson&Muller Engineers,P.C. 50 Elm Str9N / m 'Q+ Hur8in219R NY 11743 \ Cpl 3 Office:631 271-0576 .� Matthew K Ayf V d,PE ENGINEERING I=:(631)271-0592 / THIS PIAN IS BASED ON THE SURVEY PREPARED BY JOHN /G C, NY3ftNU eNo 093172 wwW"engiM nng. MINTO.LS DATED AUGUST 16,2020,LAST REVISED \ JANUARY2022SOIMDWGDATABASEDONHYDROGRAPHIC , 3 6 OWN.BY: DIG CHICO.BY: MKA SCALE 1•=20' SHEET: EC-1 SURVEY PREPARED BY SEA LEVEL MAPPING DATED 3O DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM j 'O DATE 06-22-21 DAIS 06-24.21 JOB No.: 2021-027 NYS GIS VIEWER. ' I fmn1 1 I -00 '@3 I a -Bp �@.> 'el -?7 'j.2 `Y'S.3 Sf.. 1 WF��I�� to m omi io Nm'@8 oe eD a 'e0 'B8 'Z8 '?6 �73 I'@.@ o 'pV I j 11/h 6r, // 4. / LEGEND tmu • OD •- m N m 'm m .v v o v °' -74 ? 6. 5' 0 J-p l III/ / / .1 \ -8.0 '8') ! 8 @ I WF I Z 111/ / _/_ , EJOSTING RIP RAP L. 'Z3 `?3 -6.q `•2/ o A/Il / / \6671 r-- 1 'Q,p '8.� ,e3/ '4s ///I / / \ EXISTING RIP RAP t__-J X7.1 `70 PROPOSED -64 Q� / / \I A. UNDERWATER r`�--T\�� -,y\�• t `B7 6 CONSTRUCTION NIGH WAS l `/5 WF Y4///l / / PROPOSED ARMAMENT @ 'B•� / 3 STAGING ARU / p y. / / VVSS tcce4J1 \ �`'@ OUTSIDE OFHIGH LINE 8 -R///l/ /J40 PROPOSED OYSTER SHELL •O B p Q -•J1 `6.P WATER LWE '6.@ SURFACE fin' ,5 ^\ PROPOSED EXCESS MATERIAL A Land now or formerly of _6.8 a `@ 6,6 // \ `@> // I'8 @ ///Y// `\ TRANSITION AREA Breezy Shores Community Inc. O 8, Q / / (J✓t9S �/ EXISTING GRAVEL k PROPOSED WETLAND Q '@,7 ! 8'--• ' C 1 _ BE STOCKPILED AND J PROPOSED NATIVE �eA ., 01 fo 's.@ 6 // '!1 WF- /+D / i � \ BESTOCPAVEMEKPAREATO 17 irn .m m J. CD •m CO m .v Ol > N N \ `s'� '@Z X60 ` 2 `34 IpN. s •s /1/// / tCarDCr ___` _REPLACED OONSTUU SHE END SEASIDE PLANTINGS a Q6 v iT ,p Gl N O '80 'Ql BULKHEAPROPOD o(TIW 7.00) A8.0 'By -8.1 ,82 'S•3 @ 1 ! 1 `06/ /// / KEYMAP @@ \� `@� ,82 �@!! /ll 's.7 ` 3 s' �op 6s1 WF/,}%1//I // jOQ k_ // ey \\ SITE DATA SCALE:1•_1,000' e 8 @'! 's,@ 4I i I/ 2� Q� DLST.1000,SEC T.05 7 ,BLIT.Ol,LOT 38.3 O BE DREDGED 6SCT �N;813TOA,DEPTH @OLOW B2ri >•3AREA - PROPERTY ADDRESS: 1760 SAGE BOULEVARD.GREENPORT,NY 11944 flripaneb( POSED .Q LOT AREA, 536]85SF(12.32AC)LNEAD(220 $ VN�ITl (].48 AO BELOW MLW OW) (rW EL.05,95SF AREA UNDER WATER: 210.795E(4.84 Ac) 3,475 SF! INFANT EXISTING USE: MARINA C UPLAND AREA DREDGEARUB' -6.8 - PA 5EXISTING ZONEMII-MARINE II I 1 v V N WAICI\1 ,!•3 /Wp-I / / . f•�F(^j, SCHOOL DISTRICT GREENPORT UFSD C. m O AOF EXCESS MAY10 CYTERULL `@, !/ l I I N Popo Opp µ\CNIIERY ��/\\`/�jy� MFIRST DISTCEDISTRICT: GREENPORT,11944 RT M TO BE USED TO BUKD `g 3 PROPOSED, TO BE \ '8.3/ `s Si I / l I - .ACCESS I1011TEVJA ri\\i \• WATER DISTRICT: SUFFORICT LK COUNTY WATER AUTHORITY W m m CO R NATURAL SLOPE ALONG NATURALLY SLOPED AND 4 J 71/ I $AGE801REYARD {�1\\/ `i\J DATUM: HAVE)88 \ PROPOSED BULKHEAD �8 7 `I@ANTED WITH / \ N THE NORTHERN SIDE 1 SAIQbffADOW ROCRAss ` DREDGE AREA CALCULATION ESTIMATE OF THE PENINSULA. -10.4 1 41(SPrQ1PNA PATEIjS7 _ _ -' \ PROPOSED VINYL RE SECTION A A'1 O .1 28 SF _ //. `\\ BULKHEAD(40 LF) 1 p0 G `@�PICOPOSED LOW s _ p{ �\\�` 111/`\ I NET CUT x560 x560 CY 1 :+ /-! SILLWETIND 'I,) - DREDGE NEA'B' \ / 1 / 31,358 SF -• �s�-• 6'..•50) - - 11� /`j`,\� NET CUT 1275 CY .-` -N TOTAL NET CUT 3835 CY \, I CIO m w // '1.@ - 29` ;� \Y NOTES :. : .O 1 -7 _ •. 1. EXISTING RIP RAP/RUBBLE DEBRIS AND OBSTRUCTIONS SHALL BE REMOVED AND DISPOSED OF AT A LICENSED Qt m PROPOSED STONE / O�! '--- •;x(BbO.• --- ~-�!�` DISPOSAL FACILITY OFF-SITE. \ 1 ♦ \m ARMAMENT ALONG / - '' .1 _ •• ••'-. ` 2. MEAN HIGH WATER LEVEL IS BASED U THE SURVEY PREPARED BV'JM LAND SURVEYING:JOHN MINTO,LS DATED �x 1 W P P \ WESTERN SHORELINE OF 1 � .� _ - •j ,.L _--��__ ��\ �\ � AUGUST 16,2020,LAST REVISED JANUARY 2022,DATUM NAVDBB. \ N O \�6` PENINSULA 1 /� iV \ •_ -- T / B _ �J,` 3. MEAN LOW WATER LEVEL IS BASED ON THE WAROGRAPMK:SURVEY PREPARED BY SU LEVEL MAPPING DATED \ 1750 SF(80 CY) I Ol ► /\ 7 - • _ DECEMBER 2020,DATUM MEAN LOWER LOW WATER. AINED 17.441 m y " I�Y - - 1 �F- `\` 4 CONTRACTOR S14ALL USE THE ARDS ON EASTERN PENINSULA,AND AIMATE B35 CUBIC YARDS OF D ACENT UPLAND NU COMPACTIOGED N SHAL BE M MAXIMUMAL TO BACKFILL 1212•LI yy _ \� N2OOD C1401I \ �O([\0o LL 1 /� S CONTRACTOR SHALL INSTALL APPROXIMATELY 2,200 SQUARE FEET[TOTAL TONNAGE OF STONE 375 TON(250 o Y .1 I•J m \ +f. - _ • ^ • \ \ \ CY))OF STONE ARMAMENTAT THE BASE OF THE SUWALL/BULKHEAD ALONG SOUTHERN SHORELINE OF EASTERN IN, .3 7�--�a ('• \ \\ `S� PENINSULA AS SHOWN.RIP RAP SHALL CONSIST OF ATOP LAYER OF 3 FT NOMINAL SIZE STONE(IS TON/STONE), N / \ O \ \ WITH N UNDERLAYER OF T NOMINAL SIZE STONE 50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. i \ O \ ('J�1 -I PROPOSED DREDGE \� \ ( E). HIGH WATER I/ \\\\ i 'Nd \ \\ \ '� - MATERIAL FILL FROM BASIN SCS\// I \\!\ \ QU TITY OF STONE ARMAMENT ABOVE SHIN:600 SF(75 C1) / - b -1I A INLET CHANEEL(560 CY) •O,I/ \ ` \ \ \ • WNTRY OF STONE ARMAMENT BELOW SHW:1,600 SF(175 CY) LINE )/ I 6 \ \ m j[�� - / y' PROPOSED OOUBLEWAL WALL `` \ \\J\ OF STONE RMA CONTRACTOR ALL MENT AT THE BASE OMF HE BUY 750 LKH-ADD ALOONG WERE FEETSTERN SHORELINE OF EASTERN PENINSULA ASOTAL TONNAGE OF STONE=125 TON(80 / \ \ hona�\\ m \ \ 1 - -��•4as�� a SYSTEM,ASMNUFACTUIR BY \ �� SHOWN.RIP RAP SMALL CONMSTOFATOP DYER OF3 FT NOMINAL SIZE STONE 1.5 TOWSTONE), [THAN RELOCATED .� -ht of W \ 1 •' DOUBLEWAL(TYP)1185 LF MEAN HIGH ` \?� \ \ I, OSPREYS NEST \ +'- -"•� �\ UNDERLAYER OF 9•NOMINAL SIZE STONE(50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. ii 7.07' 76 \ \ 3 \ 15 \ --,�" �•�� (TY EL.7.0) WATER UNE \ �\ �\ • QUANTITY OF STONE ARMAMENT ABOVE S14W:525 SF(50 CY) `Q - 57� IXISTING CONCRETE PROPOSED STONE ARMAMENT TO REPLACE APPROXIMATELY 250 CY OF j QUANTITY OF STONE ARMAMENT BELOW SMW:225 SF(30 CY) 8 O I 11 ` 'O RIP-RAP TO BE REMOVED EXISTING CONCRETE REVETMENT IXCESS MATEp1AL SPREAD OVER \ ` B. EASTERN PENINSULA:LMGTH PROPOSED BULKHEADS: E N73 39 29 W,-z--_: ` \ j mP) J 32,200 sF(2W CY) 6,000 SF SHALL BE USED TO Wef j0�d OW SILL BULKHEAD:220 FT g L \ d J O \ 3 PROPOSED B+T WIDE OYSTER SHELL TRNSNION PROPOSED PATHWAY /�0 \ • BULKHEAD:270 FT u 1.2v1 i y �/ Stq\ / �' \ /�\ I w SURFACE(7VP)31,7505F.EL 8.0 TO MEET GRAVEL PAVEMENT .97f \ 9. LENGTH OF PROPOSED SEAWALL(T/WBLEWALI:3185 LF I v i� / \ / -O• ` '' AREA TO BE PUNTED WITH NATIVE WITHIN ADJACENT NU \ 10. AREA OF PROPOSED VEGETATED INTERTIDAL i��/•,�/ p/ G \• \3 \ AREAS TO BE DREDGED \ .O SEASIDE PLANTINGS(TYP)33,808 SF PROPOSED SILT FENCE ALONG WETLANDS TO BE CREATED:1,358 SF 1 / TOADEPTHOF6FT -2H4" ,rI II ` T� THELIMIT OFORSHAL I , w,\ il. MEAD PROPOSED HIGHMARSH WETLANDS £ 21�4 w i��5� // �fif O �{,bb`\� 'P\ BELOW MLW(TVP) '1 CONTRACTOR SHALLAINSILFURNISH, /'6)CCx TO BE CREATED:B50 SF cOpp, •O \ 'm ENCS RT MAINTAIN BILI Q-C FENCE FOR THE DURATION fr and now or former) Of m 'O THE PROJECT. YP Southold Shores Association Inc. ' / \\\ \ i /j/� NOT TO SCALE,REDUCED o 7p , • • \ O o \ : a A / ECONI C BA Y D 2D 40 t;_ I \ \\ \ \ \ 3 DREDGE ARU'Na �-J CONSTRUCTION METHODOLOGY SCHEDULE \ � 'RO p0.0FIlFA 7,250 SF SCALE I•+20' 7.77 1p {O NSTALUTK N OF CONSTRUCTION FENCING DUPING ALL PHASES OF CONSTRUCTION TO IDENTIFY AND DELINEATE THE / i4- \ \ \ ii I \ .N WORK AREA. I •]lLTI,i 49 I \ \ 11. GENEML REVISION 0801-21 MIG ' I/� N7 112^JIII// I / 1 1 "J I p 2. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES NRTEMPoRARV STABILIZATION OF DISTURBED AREAS 10. REVISED PER TRU6TEE8 080429 CB OCT 1 1 LO / �/I -5 U I - y 3 DURING CONSTNUCTN)N. I - \ '.p 9. REVISED PER TRUSTEES 062123 DA \ 3. REMOVALOF CONFLICT WITH EXISTING CONCRETE REVETMENT LOCATED ON THE SOUTH SIDE NE THE EASTERN _ 1 PENINSULA IN CONFLICT WITH THE INSTALLATION OF THE DOIIBLEWALL AND BULKHEAD.MACHINERY ACCESS VU 8 ISSUED FOR BID Ob07-23 DJG [({ft 9 17. 9 i I 0 'O \ - \ \ N SAGE BOULEVARD(VEHICULAR)AND PECONIC BAY(BOAT/BARGE). r/�' I/�/ n 7. REVISED PER NPV 02-0423 DA C M1. e T N7305/ 4211II --L// 3 4. ESTABLISH TURBIDITY CURTAIN AND BEGIN DREDGING OF MATERIAL WITHIN CHANNEL A)AND MARINA B). IC \ 6. RELAID PER AGDE 12-12-22 DA a Bck rd of Tn.1s'ess S. INSTALL SEDIMENT CONTROL ON BARGE TO MINIMIZE SEDIMENT OR MATERIAL TRANSFER BACK INTO CHANNEL VIA S. REVISED PER NYSDEC ,2-01-12 DA s-. 8.30' RETURN FLOW. 4. REVISED PER ALOE 11-0,1-22 DA a �r PO/ \ \ � 'O N 6, STAGE CONSTRUCTION EQUIPMENT,CONSTRUCTION MATERIALS,AND DREDGE MATERIAL WITHIN THE UPLAND GRAVEL 3, REVISED PER ALOE 0629-22 DA I N55 38 39 W 6 I N N PAVEMENT AREA(UPLAND OF MHW DREDGE MATERIAL SHALL BE PLACED TO ALLOW DRYING. O 1 II JPo G� h/ �• bba \ MACHINERY \ 2 REVISED PER NYSDEC 032122 DJG ; ACCESS 7. BEGIN INSTALLATION DOUBLEWAL WALL SYSTEM(3185 ALONG THE SOUTHERN SIDE OF THE EASTERN PENINSULA p / -s1 \ L� 1. REVISED PER OWNER/TFAM 01-12-22 DN. S L Q \ \ �" \ ROUTE VIA O ' TO ESTABLISH THE PERIMETER OF NEW PENINSULA FOOTPRINT. 0.48' HI GH WATER �\ O I \ 6 PECON C BAY No. REV SIGN OESC IPTION DALE BY ,5 O{,\QOjQ \ '� \ \ \ t7• B. INSTALL LOW SILL BULKHEAD AND VINYL BULKHEAD SYSTEMS ALONG THE NORTHERN AND WESTERN SIDES OF THE OWNER/APPLICANT: / CJI',(/ LINE \ N \ \ •i EASTEFIN PENINSULA TOESTABLISH THE PERIMETER OFNEW PENINSULA FOO TPRINT.INSTALL NEWSINGLELAYER OWNERICMWN9AOYl sT: DREDGE&PENINSULA N40010'21 IVY h \ \ 3 \ tT STONENMAMENTONTHENORTHSIDEOFTHEEASTPENINSUUALONGTHETOEOFPROPOSEDSLOPE RESTORATION PLAN =s.°,97, \ �,ep 9. ASTHEPERIMETER STRUCTURE ISESTABUSHED,BEGINBACKFILLOFTHEEASTERN PENINSULAWALL/BULKHEADWTOI BRICK COVE MARINA c N / O• \ STOCKPILED DREDGE MATERIAL VIA CRANE AND BARGE TANDEM.BACKFILL ELEVATION WILL RISE WITH THE artEADDREss. \ ELEVATION OFT HE DOUBLEWALL ELEVATION. 1Taa 1a0F KYD R w Rs /- a N \ _ \ SO1D101D�N....1 1760 SAGE BOULEVARD R \ N 7 ' \ / U 10.CONTINUED DREDGING OF THE CHANNEL(AREA A)AND MARINA(AREA B)TO ALLOW FOR A STEADY TURNOVEWSUPPLY SITUATED IN r t / 'O \ .O OF MATERIAL FOR BACKFILL OF THE DOUBLEWALL AND BULKHEAD SYSTEMS VG CRANE AND BARGE TANDEM. 'm GREENPORT EROSION CONTROL NOTES 11.THE SOUTHREMOVE ERIONS OFN THE ST PENINSULA UP THE DOUMENTANDLLSTALL NEW STONE ARMAMENT ALONG '0 / ��O THE SOUTHERN SIDE OF THE EAST PENINSULA E TO THE DOUBLEWAL WALL SYSTEM.PROGRESS SHALL BE LINEAR,TO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK MAINTAIN SHORELINE PROTECTOR AT ALL TIMES. 1. ALL PHASES OF DREDGING ACTIVITY SHALL BE FULLY ENCLOSED BY FULL DEPTH 3 -1 \ ZO SCTM:DISTRICT 1000,SECTION 057,BLOCK 01,LOT 038.3 TURBIDITY CURTAINS DURING CONSTRUCTION TO PROTECT SURROUNDING WATERS. } 'N \ 12. FINAL INSTALLATION OF THE DOUBLEWALL SYSTEM AND BULKHEAD TO MEET FINAL PENINSULA GRADE. m ° Robinson&Muller Q 2. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. 13. COMPLETE FINAL GRADING AND INSTALLATION OF INFRASTRUCTURE COMPONENTS. / \ �, Engineers,P.C. 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AREA AS 1 14. INSTALL VEGETATION FOLLOWING SITE STABILIZATION,SOIL RESTORATION,AND APPLY TOPSOIL WHERE NECESSARY. 50 M.Street POC,SSIBLE WITHOUT INTERFERING WITH CONSTRUCTION OPERATIONS. / \ / \ INSTALLATION OF LOW SILL BULKHEAD PLANTING,UPLAND NATIVE SEASIDE PLANTINGS. F O OP O HWrtlglon,NY 11743 g 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION,TAKING INT \ �O N O 15. INSTALLATION OF OYSTER SHELL SURFACE. Olfiee:(631)271-0576 Q d ' 'N Matthew K.Aylward PE ENGINEERING Fax:(631)271-0592 ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY 0P Q, Yom' THAN PUNTS BASED ON THE SURVEY PREPARED BY JOHN AFFECT WATER LEVELS,VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. -d310 3 16. REMOVAL OF TEMPORARY EROSION CONTROLMEASURES,UPON COMPLETION OF SITE STABILIZATION. NY S1Me Lkenu No.0931]3 www.rmeneineedng.com MINTO.LS DATED AUGUST 11,21 1.LAST-ED -ARV 202ZSOUNDINGDATABA DONHYDROGRAPHIC 3 m OWN.BY: DJG DNKD.BY: MKA SC.,P. 1•+20' SHEET: SURVEY PREPARED BY SEA LEVEL MAPPING DATED S. SEDIMENT DURING BE CONSTRUCTION. AREAS AS SHOWN TO CAPTURE .O 17. INSTALLATION OF MISCELLANEOUS SITE FINISHES OF THE EASTERN PENINSULA. s pECEMBER2020ANDAERU PNOTOGMPNSTAONFROM SEDIMENT DURING CONSTRUCT ON. .O DATE: 06-22-21 DATE: 062421 .I W.: 2021-027 DP-1 NYS GS VIEWER. PROPOSED RELOCATED OSPREYS NEST PROPOSED NATIVE SEASIDE PLANTINGS PER MITIGATION PLAN BY NPV PROPOSED VMVL BULKHEAD(TYP) 15' ' OYSTER SURFACE TOP OF EXISTING BULKHEAD TOP OF PROPOSED BULKHEAD EL.7.00 EXISTING STEEL �BULKHEAD(TYP) E%ISTINGMMHW EL.1.20 1 _ - UDLINE } \\ Ei I I �560 CY DREDGEMATERIAL FROM MLW(EL.-1.001 //\ PROPOSED STONE J I Y_/ I I DREDGE AREA•A"TO BE ARMAMENT ALONG _.... I I REMOVED AND PLACED Y \ II / / / / A SOUTHSIDE OF 11 iff I I ON RETAINED UPLAND \ /'r \ �\ �\ PENINSULA.R ION To A-A (i l I I AREAS OF EASTERN ✓\ \ \��\ \ / /\\\ \�v I I CROSS SECTION A-A I u �s PENINSULA(TYR) �I I llll44' I I �-b'DD) 1 I I OCT 1 1 2023 I I C/�� •��>�>✓Ji�1a�1a�1a.��1>� 1 L L 1a.�1a�1a.�1a��✓1✓1,�✓L� L L L\�d I I I I HBG CY PROPOSED STONE I I ! ARMAMENT Southold, In 315 CY PROPOSED GG?Xi Gt i S DREDGED MATEMAL PROMS ED I FROM BASIN 8 CHANNEL - DREDGE CHANNEL CROSS SECTION B-B SCALE:}"=1' DREDGE AND MATERIAL DISPOSITION ESTIMATE EAST PENINSULA EARTHWORK NET FILL = 2560 CY TOTAL DREDGE VOLUME:835 CY 835 CY-1560 CY)=275 CY EXCESS MATERIAL 250CY OF EXCESS MATERIAL SHALL BE USED TO TRANSITION PROPOSED PATHWAY TO MEET GRAVEL PAVEMENT.15 CY OF EXCESS MATERIAL SHALL BE USED AS FILL ALONG PROPOSED BULKHEAD/REVETMENT ON THE WESTERN SIDE OF THE PENINSULA.10 CY OF EXCESS MATERIAL SHALL BE USED TO BUILD NATURAL SLOPE ALONG PROPOSED BULKHEAD ON THE NORTHERN SIDE OF THE PENINSULA. A. QUANTITY OF DREDGE MATERIAL BELOW SHW:1,150 SF(35 CY) b. QUANTITY OF DREDGE MATERIAL ABOVE SHW:4,750 SF(526 CY) PROPOSED SURFACE E(11,750 SF) OYSTERNOT TO SCALE,REDUCED TO 11X17 - PROPOSED DREDGED PROPOSED SLOPE TO BE PLANTED WITH 0 4 8 ' MATERIAL FlLL FROM BASBH 8 1 COASTAL UPLAND PLANTINGS(23,808 SF) INLET CHANNEL(5560 CIT PROPOSED DOUBLEWAL WALL SYSTEM,AS 1230 LF PROPOSED VINYL BULKHEAD AS MANUFACTURED MANUFACTURED BY DOVBLEWAL(TYR)5185 LF SCALE:1/C-1' BY CRANE MATERIALS INTERNATIONAL(CMI)OR APPROVED EQUAL(TYR) PROPOSED STONE ARMAMENT(22,200 SF, 1"! 250 CY)TO REPLACE EXISTING CONCRETE 0 8 16 2850 SF SLOPED AREA SHALL BE PUNTED WITH RIP RAP REVETMINT SALTMEADOW COROGRASS(SPARTINA PATENS) f,I EL.8.00 I x�• SCALE.1/8'=V TOP OF PROPOSED BULKHEAD(EL.7.00) TOP 8 PROPOSED WALL EL 7.00 11,358 SF PROPOSED TIDAL 6• ' /// TOP OF PROPOSED REVETMENT 5.00 11. GENERAL REVISION 0681-29 MRA a WETLAND PIANTINCiS \\ /\y\ _ 10. REVISED PER TRUSTEES 06G623 CS _ EXISTING BOAT II SHW LEL.1.70) \ \\ �ISHW EL.1.70 9. REUSED PER TRUSTEES 062629 DJG BASIN BOTTOM ":MH EL.1.20 \ /\/ MW EL 1.20 ISSUED FOR BED 0607-29 DJG _ MLW(EL-1.00) 7. NOREVISIONTHISSHEET M2 23 DJG -1001 - - ��/ I I I I i i PROPOSED HORIZONTAL (FL \ ii I I I LAY LOG(TYR) 6 pEVSFD PER ACOE 1Z•1Z•22 D. 2560 CY DREDGE 2220 LF PROPOSED LOW I r I i I 2-01-22 DJ0 MATERIAL TO BE SILL BULKHEAD i I PROPOSED TIMBER \�\ 5. REVISED PER NYSDEC 1 REMOVED AND I MADMAN PILE(TYP) EXISTING PENINSULA 4. REVISED PER ALOE 11-09-Y2 NG PENINSULA UPLAND i n I GRADE(TYP) LEGEND j ill 3. REVISED PER ACOE WP9.23 DJG PROPOSED BOAT BASIN FISTING MATERIAL TO SHW SPRING HIGH WATER 2. REVISED PER NYSDEC 03-2622 DJG BOTTOM REMAIN MHW: MEAN HIGH WATER PROPOSED I2•DIA. ' '"' 1. REUSED PER OWNERRFAM 01-12-22 DIG TIMBER PILE(TYR) MLW: MEAN LOW WATER No. REVISION DESCRIPTION GATE BY OWNMVAPPLICANT: EASTERN PENINSULA CROSS SECTION A-ACROSS SECTION DETAILS SCALE:I"=1' s soUrNOUn,NY 11971 ADOREBs: BRICK COVE MARINA 8 UD NY MDE aLVD 1760 SAGE BOULEVARD SITUATED IN GREENPORT TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SCTM:DISTRICT 1000,SECTION 057,BLOCK 01,LOT 038.3 Robinson 8 Muller a P" Engineers,P.C. 50 Em Sbeet Hunti ga.,NY 11743 ENGINEEWNG Of (631)271-0576 Fax Matthew K.Aylward,PE Fax:(631)271-0582 THIS PIAN IS BASED ON THE SURVEY PREPARED BY JOHN NY SI—Llcenae Na.0931J2 www.IrnenOi—rin0.— e MINTO,LS DATED AUGUST 16,2020,UST REVISED JANUARY2022.SOUNDINGDATASASEDONHYDROGRAPHIC D SY: DJG CHK'D.BY: MKA SCALE: ASNOTED SHFET: cs-� SURVEY PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM DATE. 0622-21 DATE. 06-24-21 JOB Na.: 2021-027 NYS GIS WEWER. • I-1 PROPOSACEM T1NG ENT OCT 1 1 2023 TO REPLACE E%ISTNG PROPOSED RELOCATED OSPREYS NEST CONCRETE REVETMENT R PROPOSED VINYL PROPOSED NATIVE SEASIDE PROPOSED DOUBLEVJAL WALL PROPOSED B+T WIDE ��-s` 'E BULKHEAD(TYP) PLANTINGS(TYP) SYSTEM,AS MANUFACTURED BY OYSTER SHELL SURFACE C y. L DOUBLEWAL(TYP)2185 LF (TVP) - Strdthold TO 71M 10.0' 181 0' / 8.8 �Y.,,..,':F T.:,.»--.�.�• TOP BULKHEAD TOO u TOP REVETMENT 5.00 RMHWEL120 SHW EL.1]0 € NOT TO SCALE,REDUCED TO 11X17 Y 0 10 20 SCALE 1'•10' 11. GENERAL REVISION 0841-23 MRA 5 10. REVISED 9 TR ST1B3 08#29 CS g LEGEND 9. REVISED PER TRUSTEES 012F23 DJG i SHW: SPRING HIGH WATER B. ISSUED FOR BID 03-07-23 DJG g MHW: MEAN HMAI WATER SOUTH VIEW OF EASTERN PENINSULA PROFILE MLW: MEAN LOW WATER SCALE.1'=10 A 7. NO REVISION TNIS SNEFT 02-0139 DJG b - 6. REVISEDPERACOE /2-12-02 DJG d B. pEVISED PER NYSOEC 1241-22 DJG 6. REVISEDPENACOE 11-0122 DJG 3. REVISED PER ALOE 042922 OJG 2. REVISED PER NYSDEC 012L22 DJG i F1. REVISED PER OWNEII/TEAM 01-1123 DJG No. REVISION DESCRIPTION DATE BY S OWNERt PPLIC : SAW �S0R5LLB EASTERN PENINSULA PROFILE �GLLe, BRICK COVE MARINA YD 1760 SAGE BOULEVARD R SITUATED IN GREENPORT TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 3 SCTM:DISTIDC71000,SECTKIN 057,&.DCI(01,LOT 031.3 RRobinson&Muller Engineers,P.C_ so EYn sDe•1 g HuMmoon NY 11743 ENGINEEWNG «Fax(631)271-05]6 Matthew K.Aylward,PE ( )271-0592 THIS PUN IS BASED ON THE SURVEY PREPARED BY JOHN NY Sl-Ll .No.093172 Www.OnwpfneednD.COm MINTO,LS DATED AUGUST 16,2020,LAST REVISED JANUARY 2022 SOUNDING DATA BASED ON HYDROGRAPHIC DWN.BY: DJG CNND.BY. MKA SCA" 1-=10' SHEET- a� SMWEY PREPARED BY SEA LEVEL MAPPING DATED ^_i DECEMBER2020ANDAERML PHOTOGRAPHSTAKEN FROM DATE: 0422-21 DATE: 06-2421 .IDB N. 2021-02] NYS GISVIEWER. J / / J BOUNDARIES KEY MITIGATION KEY PROPOSED VINYL PROPERTY LINE PROPOSED CREATED INTERTIDAL W-NO )1-E I ULKHEAD(230 LF) h++ WETLAND(11,358 SF) dTM 7.00) i..+` _ MEAN HIGH WATER(MHW) _ PROPOSED CREATED HIGH MARSH + MEAN LOW WATER(MLW) D WETLAND(±524 SF) S / ++:++ Q AREA TO BE / ++•+`+• WETLAND LINE PROPOSED COASTAL UPLAND ZONE DREDGED TO 2 -. TO BE REVEGETATED WITH NATIVE DEPTH OF 4 FT PROPOSED LOW IrK pones 2 __.GRAVE. SPECIES(±3,808 SF) PROPOSED AREA TO BE BELOW MLW(TYP) SILL BULKHEAD - - +I I.h� APPROXIMATELY 10 NATURALLY SLOPED (220 LF) EXISTING HIGH MARSH ZONE SHRUB CY OF EXCESS AND PLANTED WITH DREDGE AREA U PAVEMENT RIP RAP KEY MATERIAL TO BE SALTMEADOW .B, (TW EL.0. 3) /1 USED TO BUILD F-`• +•' + , . CORDGRASS(SPAR nNA 3,475 SF / NATURAL SLOPE PATENS) / Ae EXISTING RIP RAP TO BE DISTURBED(±140 SF) ALONG PROPOSED + . ++ t - BULKHEAD ON THE 1850 SF _ _ _ _ f + . O NORTHERN SIDE OF N ` ' • + - MA iNSISERr - ' - - EXIST.RIP RAP UNDERWATER OYSTER SHELL SURFACE ±1,750 SF THE PENINSULA. PROPOSED LOW // \ \ \ o" 4 +"+ .-y A SAGE�� ( ) REFER TO CROSS SILL WETLAND - ±1,358 SF ` "OULEVARD sccnoN A-a. / � X90, . � PROPOSED ARMAMENT NORTH INTERTIDAL ZONE(±270 SF) / \ _ w TO BE RELOCATED PROPOSED VINYL // 'O. \ +�++� .`. +++ -'�•' BULKHEAD(L� // _ ,. +•+++ + .-. • e'. _- 1 - EROSION CONTROL NOTES: NORTH INTERTIDAL ZONE(±170 SF) / +`. +++ + +„`. . . _--.- t _ 1 ROSAll phases of dredging activity shall be fully enclosed by full TO BE MODIFIED/ADDED depth turbidity curtains during Construction to protect surrounding waters. + ,..- \ 2. Turbidity curtain shall not be placed across a flowing waterway. PROPOSED STONE / f { 3. The turbidity curtain shall be placed as Gose to the work area DREDGE AREA KEY \ ARMAMENT ALONG +. - ,. as possible without interferingwith construction operations. WESTERN SHORELINE L+y. _ ,. - • 4. The contractor shall Continually monitor the installation,taking \ . OF PENINSULA / ® DREDGE AREA'A:(6.0')(±560 CY) \s±750 SF(80 CY) t . . . - '/ into account weather patterns and prevailing wind directions \ . that may affect water levels,velocity and movement of the �\ turbidity Curtain. ® DREDGE AREA B'(4.0')(±275 CY) \ RELOCATED OSPREYS NEST - .�+.� 5. Sill fencing will be installed in upland area to capture sediment during construction. TOTAL DREDGE AREA= 836 CY 650 � � • ' PROPOSED DREDGE + • + ' ` MATERIALLE FROM +� �o PROPOSED DOUBLEWAL WALL BASIN @INLET CHANNEL SYSTEM,AS MANUFACTURED BY (560 CY) + - COASTAL UPLAND ZONE-PLANT LIST \ r-� DOUBLEWAL(TYP)3185 LF _ 6 (TW EL.7.0) - PROPOSED STONE ARMAMENT TO APPROXIMATELY 250 CY OF TYPE ID OTY BOTANICAL NAME COMMON NAME SIZE SPACING EXISTING CONCRETE REPLACE EXISTING CONCRETE EXCESS MATERIAL SPREAD f C.� RIP-RAP CR TE 32200 REVETMENT 250 CY OVER 6,000 SF SHALL BE 92 Aedepias tuberoaa Bunerdywaed PLUG 1a•O.C. O REMOVED B ( ) USED TO TRANSITION 60 ( ) PROPOSED PATHWAY TO PROPOSED B-FT WADE OYSTER MEET GRAVEL PAVEMENT 92 Baptista australis Blue Fake Indigo PLUG 111'O.C. AREAS TO BE SHELL SURFACE(TYP)±1,750 WITHIN ADJACENT AREA DREDGED TO A SF.EL.8.0 92 Eupatodum hyssopaolium Late Bonelet PLUG 18.O.C. \ 5�y DEPTH OF 6 FT AREA TO BE PLANTED WITH PROPOSED A NTHELFENCE OOF S BELOW MLW(TYP) NATIVE SEASIDE PLANTINGS CLEARING.CONTRACTOR 92 Euthama graminBolta Rat4op goldenrod PLUG 18'O.C. Vd (TYP)±3,808 SF SHALL FURNISH,INSTALL Helio haf nthoMes Ox< Suntbwer PLUG 18'O.C. AND MAINTAIN SILT FENCE w 92 pais ye y FOR THE DURATION OF THE S PROJECT.(TYP) 2 18 Hilt-moxheulos Rose Mallow 3 0T 18'O.C. 28 Hudaonia tomeMoea Beach Heather 3 DT 18'D.C. DREDGE AREA'A' PF01 A 45 opurd'o h...h- Prickly Pear cacWs 30T 18'D.C. A 7,250 SF / 4 ( 92 Sdldago sempervkerna Seaside Goldenrod PLUG 18'O.C. 92 Symphyotrid-nowt-betgii New York eater PLUG 18'O.C. 5 �� CONSTRUCTION METHODOLOGY SCHEDULE: f 92 Zaea aurae Golden Alexander PLUG 18'O.G. '3 1. Installation construction tenting duping all phases of construction to identify and delineate the work area. to 92 ArWropogon virginicus Broom sedge PLUG 18'O.C. / ( 2. Installation of perimeter erosion control measures for temporary stabilization of 92 Panicum virgatum Swewgrass PLUG 1a•O.C- -Z disturbed areas during construction. �n 1 3. Removal of portions of the existing Concrete revetment located on the south side ° 183 Sohizachyrium acopadum Litt],Blueatem PLUG 1E•O.C. of the eastern peninsula in Conflict with the installation of the doublewal and �Co bulkhead.Machinery access via Sage Boulevard(vehicular)and Pecanic Bay7 Baccnaris nakmaorw Grounaael burn 1 GAL 60•D.C. (boat/barge). m MACHINERY 4. Establish turbidity Curtain and begin dredging of material within channel(area a) 12 Myrica peneyMniw Barberry 1 GAL 60'O.C. ACCESS and marina(area b). w ROUTE VIA O 28 Prunus marlima Beach plum 1 GAL W O.C. Off. PECONIC 5. Install sediment control on barge to minimize sediment or material transfer back ° BAY 5 into via return flow.\ o c13 Rosa virginiana Low-pastue rose 1 GAL aP O.C. h \ 6. Stage construction equipment,Construction materials,and dredge material within \ the upland gravel pavement area(upland of mhw).Dredge material shall beO 4 Juniperm v rginiana Eastern Red Calor 5 GAL 9E O.C. \ placed to allow drying. to \\ 7. Begin installation doublewal wall system(±185 LF)along the southern side of the ® 3 Prunus serotina Blxk Cherry 5 GAL 96 O.c. / \ _ eastern peninsula to establish the perimeter of new peninsula footprint. B. Install low sill bulkhead and vinyl bulkhead systems along the northern and 2 Pinus awobua Pew Pine 5 GAL / \ western sides of the eastern peninsula to establish the perimeter of new peninsula / footprint.Install new single layer stone armament on the north side of the east peninsula along the tow of proposed slope. TIDAL WETLAND ZONE-PUNT LIST / 9. As the perimeter structure is established,begin backfill of the eastern peninsula wall/bulkhead with stockpiled dredge material via crane and barge tandem.Backfill elevation will rise with the elevation of the doublewall elevation TYPE ID Gn BOTANICAL NAME COMMON NAME SIZE SPACMIG OVERALL PLAN NOTES: A.Quantity of stone armament above SHW:600 SF(75 CY) 10. Continued dredging of the channel(area a)and marina(area b)to allow for a B.Quantity of stone armament below SHW:1,600 SF(175 CY) steady tumover/supply of material for backfill of the doublewall and bulkhead I.Boo sPartine aaeminora smooth Cerdgrate PLUG t2•o.c. SCALE:1"=20' 1. Existing rip rap/rubble debris and obstructions shall be removed and 6. Contractor shall install approximately 750 SF(Total Tonnage of stone= systems via crane and barge tandem. disposed of at a licensed disposal facility off-site. 125 Ton(80 CY))of stone armament at the base of the bulkhead along 11. Remove portions of remaining existing Concrete revetment and install new stone w g MIS W-W= 1 11191111016 MATCH INN nEr RM 041->aa7 ae¢ 2. Mean high water level is based on the survey prepared by'JM Land western shoreline of eastern peninsula as shown.Rip rap shall consist armament along the southern side of the east peninsula up to the doublewal wall - - tae.r JDAM 004o-M I 11I1lION M WW COM ENM a"tw surveying;John Minto,is dated August 16,2020,last revised January of a top layer of 3 ft nominal size stone(1.5 ton/stone),with an system.Progress shall be linear,to maintain shoreline protection at all times. 2022,datum navd88. underlayer of 9"nominal size stone(50 lbs/stone).All stone shall be 12. Final installation of the doublewall system and bulkhead to meet final peninsula "� MMATION PLAN DML°" oc NOT TO SCALE 3. Mean low,water level is based on the hydrographic surve re ared b from a local quarry. Y � Y prepared Y q try. grade. DATE Ie102010 S REDUCED TO 11 X 17 sea level mapping dated December 2020,datum mean lower low water. A.Quantity o/stone armament above SHW:525 SF(so CY) 13. Complete final grading and installation of infrastructure Components. i A;s BRICK COVE MARINA 4. Contractor shall use the approximate 835 cubic yards of dredged B.Quantity of stone armament below SHW:225 SF(30 CY) 14. Install vegetation following site stabilization,soil restoration,and appy topsoil ;1 errwTm AT CHM N M material to backfill retained areas on eastern peninsula,and adjacent 7. Eastern peninsula:length proposed bulkheads: where necessary.Installation of low sill bulkhead planting,upland native seaside : 1 4760 SAGE BLVD,GREENPORT If I ` HUFFOUC COUNII'.NEW VORK ao o n ap 4g upland area.Co ��compaction shall be in maximum 12"lifts. A.low sill bulkhead:220 ft plantings. llllll ssaddd OCT ^/�nr e�OBf°0p' eU' 0t`oT ee' 't°a Nay UMM 21111011,5. Contractor shall install approximately 2,200 square feet(total tonnage B.bulkhead:270 15. Installation of oyster shell surface. of stone=375 ton(250 CY))of stone armament at the base of the 8. Length of proposed seawall("Doublewal"):±185 LF 16. Removal of all temporary erosion control measures,upon Completion of site PLE M. seawall/bulkhead along southern shoreline of eastern peninsula as 9. Area of proposed vegetated intertidal wetlands to be created:1,358 sf stabilization. NEL9011,11, POPE&VOORHIB, LLC a yayY shown.Rip rap shall consist of a top layer of 3 ft nominal size stone(1.5 10. Area of proposed high marsh wetlands to be created:850 SF 17. Installation of miscellaneous site finishes of the eastern peninsula. °� � 1 Mi-m War ton/stone),with an underlayer of 9"nominal size stone(50 lbs/stone). A..r.>�rso.� +�Q-.. r+<:axa r•zD All stone shall be from a local quarry. S� h�l0'� ' affr 1vz PROPOSED RELOCATED OSPREYS NEST PROPOSED NPTVE SEASIDE PLANTINGS PFF M.AM PLAN BY NPV PROPOSED' BULKHEAD(TYP) Be'-' 15'- CrSTER $'JRFACE ` ' �,y�.� ;EL.vr9.'JCimm000rt TOP Or EXISTING BULKHEAD TOP OG P (FL 5.75) EASING STEEL BULKHEAD(TYP) EXISTING MUDLINE M N DREDGE \ MLW IPI -1001 MATERIAL FROMDREDGE AREA WTO AND P ACED OH PROPOYO STONE ARMAMENT ARRETAEAS NED OP EASLTERN \\/I\\/�\\I \\I\I\/\\ I �I PENINSULA��TMO GROSS PENINSULA(TYP) �\� SECTON A-A 380 CY PROPOSED STONE ARMAMENT 315 CY PROPOSED DREDGED MATERIAL RLL FROM BASIN k CHANNEL PENINSULA CROSS SECTION A-A SCALE:1"=60' PROPOSED 8'-0" WIDE (*1.750 SF) OYSTER SHELL SURFACE PROPOSED DREDGED MATERIAL FILL FROM BASIN & INLET CHANNEL (*560 CY) 28'-10" PROPOSED SLOPE TO BE PLANTED WITH COASTAL *230 LF PROPOSED VINYL BULKHEAD AS MANUFACTURED 11'-0" -11" 8'-0" 8'-11" 24" UPLAND PLANTINGS (*3,808 SF) (TYP) BY CRANE MATERIALS INTERNATIONAL (CMI) OR APPROVED H PROPOSED DOUBLEWAL WALL SYSTEM, AS EQUAL (TYP) ° MANUFACTURED BY DOUBLEWAL (TYP) *185 LF ±850 SF SLOPED AREA SHALL BE PLANTED WITH PROPOSED STONE ARMAMENT (±2,200 SF, 250 CY) SALTMEADOW CORDGRASS (SPARTINA PATENS) TO REPLACE EXISTING CONCRETE RIP RAP REVETMENT ±1.358 SF PROPOSED TIDAL 12—0 = PL WETLAND PLANTINGSEL. 8.00 TOP OF PROPOSED BULKHEAD EL. 7.00 �OP OF PROPOSED WALL (EL. 7.00) ±560 CY DREDGE MATERIAL TO BE / ��\ �jf \ \ /%/� TOP OF PROPOSED REVETMENT (EL. 5.00) REMOVED AND PLACED ON PENINSULA EXISTING BOAT UPLAND —0" \ �j\�j\�j BASIN BOTTOM MHW (EL. 1.20) SHW (EL. 1.70) % \\ \\/\\/\\/\\/\\ \\/\\/\ SHW EL. 1.70) MHW EL. 1.20 \//\ \ \\//\\//\\//\\/ //\\//\\ MLW CEL. —1.00) EXISTING UpLIN \ \ \ \/�\ \ \ \ \ \�/ \/�/\/�/.\/�/\/�/\/�/\ \\�/ �\7 \ \ \ \ \ \ \ (EL. —4.00) PROPOSED HORIZONTAL PROPOSED BOAT ±220 LF PROPOSED \ \� BASIN BOTTOM LOW SILL BULKHEAD LAY LOG (TYP) EXISTING MATERIAL TO REMAIN PROPOSED TIMBER EXISTING PENINSULA PROPOSED 12" DIA. TIMBER PILE (TYP) DEADMAN PILE (TYP) GRADE (TYP) SOUTH VIEW OF PENINSULA PROFILE SCALE: 1"=50' r----�� _..—.��.T-�••- 14 mOC {� MP.1 mmo6-so-ams malaAA�ITowYoc�Fs mmNOT TO SCALE,REDUCED TO 11X17 F LL, ti E_ 1, y r I fELEVATIONS DW ft x ( )? BPoCK COVE MARNA w>B TeN/1Dl4 OCT 1 1 MKTW LVD, D,Kmm .,fj 1760 SAGE BLVD,GREENPORT DATE, T [30VT}iOL[J,t3UFFOLK COUNTY,N[,Ar YORK I f ecru Der IDA e6cr.OSI,LLK DL Lar es "w sDa f mew � N P V Sc;aftl;: (TiS(i Board Of Tr;S}c? N environmental ELSOnSe . NPnOPE VOORHIS -planning September 19, 2023 E� VIA EXPRESS MAIL I�� i `�!�� ti:f7 _La� � Glen Goldsmith, President ?� Town of Southampton Board of Trustees SEP 2 2023 Southold Town Annex 54375 Main Rd. --- Sn�r��la TOi%vit P.O. Box 1179 Sour,of frnrstees Southold, NY 11971 Re: Southold Trustees Permit No. 10358 Application to Modify Permit Brick Cove Marina, Greenport,Town of Southold N PV#21009 Dear President Goldsmith, On April 19, 2023, Conkling Advisors, LLC. was issued permit number 10358 by the Southold Town Board of Trustees for the below described improvements to the Brick Cove Marina property located at 1760 Sage Boulevard,Southold, NY(SCTM# 1000-57-1-38.3): Dredge+835 cubic yards of sediment from the marina basin inlet(#7,250sq.ft. or+578 cubic yards)to a depth of-6.0'below Mean Low Water(ML W)and the southerly area of the marina basin(+3,475sq.ft. or+257 cubic yards)to a depth of-4.0'below MLW;a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula, construct±200 linear feet of "Doublewall" block retaining wall system to an elevation of 7.00'(NAVD 88)along the south:Shoreline of the easterly peninsula, removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an±1,700sgft. area below the plane of the spring high water line and±145 cubic yards of stone over an approximately 600sq ft. area above the plane of the spring high water line;construct±33 linear feet of Navy- style bulkhead with an 8'return to the east below the spring high water line to an elevation of 7.00'(NA VD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula, construct ±245 linear feet of Navy-style bulkhead to an elevation of 7.00'(NAVD 88) along the northerly shoreline of the easterly peninsula;construct ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula±6'seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 4:1 mitigation ratio for±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along J , NYSDEC Permit Modification Request Brick Cove Marina,Southold the western and northern shorelines of the easterly peninsula as part of this project; remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the "Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an±1,150sq.ft. area below the plane of the spring high water line and±655 cubic yards of fill over a ±5,250sgft. area above the plane of the spring high water line; the filled/upland area will include ±4,200sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches, and±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas;and no work is proposed on the western peninsula of the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated(roughly equally on both sides) as an approximate 12.5'non-turf vegetated buffer which is to be perpetually maintained, with an 8' walking path to be sand and/or non-turf; and as depicted-on the revised site plan prepared by Robinson & Muller Engineers, P.C., last dated August 31, 2023, and stamped approved on September 6, 2023,and the revised mitigation plan prepared by Nelson, Pope& Voorhis, LLC, received on September 6, 2023,and stamped approved on September 6, 2023. The applicant wishes to note that the project description included in the Trustees' rendered permit does not align with the proposed improvements shown in the referenced "revised site plan prepared by Robinson&Muller Engineers, P.C., last dated August 31,2023,and stamped approved on September 6, 2023; and the revised mitigation plan prepared by Nelson, Pope &Voorhis, LLC, received on September 6, 2023; and stamped approved on September 6, 2023." The project description included in the Trustees Permit reflects an older version of the proposed project, drafted prior to significant alterations requested by the Trustees. In efforts to more accurately represent the permitted project the following updated redline project description is provided: Dredge±835 cubic yards of sediment from the marina basin inlet(±7,250sq.ft. or±578 cubic yards)to a depth of-6.0'below Mean Low Water(MLW)and the southerly area of the marina basin(±3,475sq.ft. or±257 cubic yards)to a depth of-4.0'below MLW;a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct-4+2s8±185 linear feet of "Doublewall"block retaining wall system to an elevation of 7.00' (NAVD 88) along the south Shoreline of the easterly peninsula, removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a-398±2,200sg.ft. (or±250 cubic MgLgsj revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of-_+-�±175 cubic yards of stone over an_18A±1,600sgft. area below the plane of the spring high water line and X4-5±75 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construction of a±750 SF (80 CY) naturalized stone armament along the seaward side of the bulkheaded peninsula nose, ±525 SF(50 CY) of which will be placed above SHW and±225 SF(30 CY) of which will be placed below SHW,• construct--+-33±40 linear Long Island:70 Maxess Road, Melville,NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 I V PV Page 2 of 4 NYSDEC Permit Modification Request Brick Cove Marina,Southold feet of Navy-style bulkhead v4M an 94et„rn f„+he e„r+ties,,.,+he p4n y high iygter►ine_to an elevation of 7.00'(NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct-*245+230 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula, construct--*237+220 linear feet of low-sill bulkhead to an elevation +0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula--+-&+11'seaward of and parallel to the above mentioned new bulkhead to create _x-37-5 +1,358sq ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; construct a sloped t area between the the Navy-style bulkhead and low-sill bulkhead to transition from the created low marsh intertidal wetlands area to the upland areas utilizing #10 CY of excess dredge material to be planted with+850 SF of Saltmeadow cordgrass (Spartina patens); the created wetland area represents a 4:1 mitigation ratio for+410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project,remove+835 cubic yards of dredged material from the above referenced inlet and boat basin of this project-4;9A±560 cubic yards of which is to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula, and 220 cubic yards of which will be spread in the upland area of the property rr „IS T .Lar h' r,rrl F g ever- r,n GFeG &49W the n/ene 4she 6p&g h4h w-at-er fine G6-d-44-9-9 G-H-hic-yGF& 4:R4 ever-G GFeG Gbeve the PIGne Me rnr;ng high WGter gne;the filled/upland area will include_#4;288+1,750sq.ft. of permeable (oyster shell) surface with an elevation of 8.00'(NAVD 88) to match the highest elevation of the existing peninsula grade with benches, and -*X,295 #3,808sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas, and no work is proposed on the western peninsula of the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated(roughly equally on both sides) as an approximate 12.5'non-turf vegetated buffer which is to be perpetually maintained, with an 8'walking path to be sand and/or non-turf,and as depicted-on the revised site plan prepared by Robinson & Muller Engineers, P.C, last dated August 31, 2023, and stamped approved on September 6, 2023; and the revised mitigation plan prepared by Nelson, Pope & Voorhis, LLC, received on September 6, 2023; and stamped approved on September 6, 2023. We therefore request a modification to permit no. 10358 to update the project description provided in the Trustees permit. The provided redlined project description supports this application and is intended to supplement and replace the project description included in the Trustees rendered permit. In support of this request please see attached: • A copy of Trustees Wetlands Permit No. 10358, issued April 19, 2023 • A check for $100 made payable to "Town of Southold" per the permit amendment application fee listed in the Trustees Fee Schedule Should there be any questions regarding these materials or the project in general, please do not Long Island:70 Maxess Road, Melville,NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 I V PV Page 3 of 4 v .f NYSDEC Permit Modification Request Brick Cove Marina,Southold hesitate to contact me. Thank you. Sincerely, NELSON, POPE&VOORHIS, LLC Brant Reiner Partner cc: Andrew Salomon, BCM (via email w/enclosures) Peter Stein, BCM (via email w/enclosures) Long Island: 70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com � IeHu/dson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 V I PV Page 4 of 4 NELSON POPE VOORHIS environmental•land use•planning TRANSMITTAL FORM TO: Glen Goldsmith, President FROM: Brant Reiner Town of Southampton Board of Trustees DATE: September 19, 2023 Southold Town Annex PROJECT: Brick Cove Marina 54375 Main Rd. NPV No.: 21009 Southold, NY 11971 REF: VIA: u Regular Mail � Overnight Messenger Pick-Up COPIES • 4 Application to Modify(Project Description) Permit Package dated 9/19/23 (also emailed by Justin Ames on 9/18/23) including: 4 Copies of the Trustees Permit#10358 issued April 19, 2023 1 NPV Check#213x5 for#$100.00 made payable to Town of Southold for the permit amendment application fee REMARKS: S EP 2 U 2023 Long Island:70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Ashley Marciszyn From: Justin Ames Sent: Tuesday, September 19, 2023 4:34 PM To: Ashley Marciszyn Cc: Brant Reiner Subject: FW:Trustees Wetlands Permit 10358 - Request for Modification - Conkling Advisors, LLC Attachments: 2023-09-18-Trustees Permit 10358 Modification Application (Project Description) Package.pdf FYI Justin Ames, LEED AP O+M NPVEnvironmental Scientist o: 631.427.5665 x238 From:Justin Ames Sent:Tuesday,September 19, 2023 1:22 PM To: 'DiSalvo, Diane'<diane.disalvo@town.southold.ny.us> Subject: RE:Trustees Wetlands Permit 10358- Request for Modification-Conkling Advisors, LLC Dear Ms. DiSalvo, Per your request, included herewith is a separate request by Conkling Advisors, LLC for the modification of Trustees Wetlands Permit 10358 issued on April 19, 2023,to update the project description.All proposed edits to the project description do not represent a change in project plans or scope, but simply aim to more accurately reflect the plans referenced in the Trustees permit. Print versions of the cover letter and the accompanying materials referenced therein are being sent to your attention to the Southold Town Annex at 54375 Main Road, P.O. Box 1179,Southold, NY. Should there be any questions regarding these materials or the project in general, please do not hesitate to contact me. Thank you, Justin NPV/ Justin Ames,LEED AP O+M N P V Environmental Scientist � SEP 2 � 2023 o: 631.427.5665 x238 ; ( t From: DiSalvo, Diane<diane.disalvo@town.southold.nv.us> Sent:Tuesday,September 19,2023 8:10 AM To:Justin Ames<]ames@nelsonpope.com> Subject: RE:Trustees Wetlands Permit 10358-Request for Modification-Conkling Advisors, LLC 1 Glenn Goldsmith, President �® S®�/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765=1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/2 constructed When project complete, call for compliance inspection; <W ♦ r"q�' .r"' e• to°'^�., :;9°r- a ?+n•. -,-- i4T`o'9' -* �••s e'. ..,,Y.'_ wi" -"`G�`'s`+o�'x` -,t �#`'S'y� F f�a - 'a ' o0.V:T I/• V h ,+� c �a'e 'rv'6.Y421" ilh t 'evwrr were rre •s'r yp•ru mn)r n'v7,^.r� ':. �rrwe ",v-c •rr,•.`� iya✓X, reemnxsrt nr'tscrr'rri�y r'•�.',ry��rY'rrv•,)'a"' ..9... -.A...::":,.:,rlf�:,....�.'•",.i...5':,aST:;":;w`?�. .! 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BOARD OF SOUTHOLD TOWN TRUSTEES o` SOUTHOLD,NEW YORK PERMIT NO. 10358 DATE: APRIL 19,2023 4 '' •� Y ISSUED TO: CONKLING ADVISORS,LLC `' r :e PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT SCTM#1000-57-1-38.3 $tom '' AUTHORIZATION ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in K accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 19,2023 and in consideration of application fee in the sum of$250.00 paid by Conkling Advisors, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits s K the following: Dredge±835 cubic yards of sediment from the marina basin inlet(±7,250sq.ft. or±578 cubic yards)to -- a depth of-6.0' below Mean Low Water(MLW)and the southerly area of the marina basin (±3,475sq.ft..or±257 cubic yards)to a depth of-4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used " 9 for the placement of dredge materials onto the easterly peninsula; construct±200 linear feet of"Doublewall" block u retaining wall system to an elevation of 7.00' (NAVD 88)along the south shoreline of the easterly peninsula; removal. t of ±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and ` replacement with a±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an F ±1,700sq.ft. area below the plane of the spring high water line and±145 cubic yards of stone over an approximately '°` 600sq.ft.area above the plane of the spring high water line;construct±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the e ,�_• ' easterly peninsula to restore the upland area and functionality of the peninsula; construct±245 linear feet of Navy- ` _.. style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct .". W ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area " represents a 4:1 mitigation ratio for ±410sq.ft. of vegetated intertidal,marsh areas that will be disturbed along the .� i? western and northern shorelines of the easterly peninsula as part of this project; remove±835 cubic yards of dredged ;r material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed . a a between the"Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula resulting , t ` d q in±35 cubic yards of fill over an±1,150sq.ft.area below the plane of the spring high water line and±655 cubic yards r"< .. g of fill over a ±5,250sq.ft. area above the plane of the spring high water line; the filled/upland area will include •t. ±4,200sq.ft.of permeable(oyster shell)surface with an elevation of 8.00'.(NAVO.88)to match the highest elevation of ,f r the existing peninsula grade with benches, and #3,285sq.ft. of variable width vegetative buffer areas (planted with x v native seaside vegetation as specified in the Mitigation Plan that is included in this application),around the perimeter • of the retained areas; and no work is proposed on the western peninsula or the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated . pp y q y (roughlequally on both sides) as an approximate 125' non-turf vegetated buffer which is to be perpetually ,- r l „ maintained,with an 8'walking path to be sand and/or non-turf;,and as depicted-on the revised site plan prepared by �`• ."}"� Robinson&Muller Engineers,P.C.,last•dated August 31,2923,and stamped approved on September 6,2023;and the ' revised.mitigation plan prepared by Nelson, Pope & Voorhis, LLC, received on September 6, 2023; and stamped c, approved on September 6,2023. ?' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by.a majority of the said Board as of the day and year first above written.ti . 6%1.f F81 C2 I,IZ GILL OL ,NAYE 4y .� ELIZABETH PEEPLES-ABSE?JT a' =�,.{ :•` � +� ..", —�;.1,+.1.,r'J�" ;a'A`"�"n* w'm4fi 7w_� Bt A>n tae•ir4''=' ,{,.:"t^y!ltia .IMPOSE i E ...... Q1� , . ri et'r'y t`^ r a�' ,�.: .,�Y_n�r�ns t-�.•x}q �-Y.^, er.r.. `9" } rlrr'�',.nb. 4IvRt,". �rT J-L•✓S'•;L.,�'f� y�o F 3 F' w",,�AR, d' :.^° p.` "j;.� ay.. r°.+aY• !L •.a st;,; § yy �}L ;s,,. rst,+'.M� r``' Glenn Goldsmith,President �QF S®(/rTown Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski J J Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Q Fax(631) 765-6641 C®UiVTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 6, 2023 Nelson, Pope, Voorhis, LLC 70 Maxess Road Melville, NY 11747 Attn: Brant Reiner RE: CONKLING ADVISORS, LLC 1760 SAGE BOULEVARD, GREENPORT SCTM# 1000=57-1-38.3 Dear Mr. Reiner: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 19, 2023 regarding the above matter: WHEREAS, Nelson, Pope Voorhis, LLC on behalf of CONKLING ADVISORS, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 2, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the dredging work be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the Mitigation Plan dated December 2, 2022, be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program policy to the greatest extent possible through the imposition of the following Best Management Practice requirements: revised plans; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 20, 2021, November 17, 2021 and April 19, 2023, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5-of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CONKLING ADVISORS, LLC to dredge ±835 cubic yards of sediment from the marina basin inlet (±7,250sq.ft. or±578 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or±257 cubic yards) to a depth of-4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct±200 linear feet of "Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of the easterly peninsula; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an ±1,700sq.ft. area below the plane of the spring high water line and ±145 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construct±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct±245 linear feet of•Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 4:1 mitigation ratio for±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed,between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an ±1,150sq.ft. area below the plane of the spring high water line and ±655 cubic yards of fill over a ±5,250sq.ft. area above the plane of the spring high water line; the filled/upland area will include ±4,200sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches, and ±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet; with the condition that the osprey pole on said peninsula is replaced and that along the entirety of the peninsula is to be vegetated (roughly equally on both sides) as an 3 approximate 12.5' non-turf vegetated buffer which is to be perpetually maintained, with an 8' walking path to be sand and/or non-turf; and as depicted on the revised site plan prepared by Robinson & Muller Engineers, P.C., last dated August 31, 2023, and stamped approved on September 6, 2023; and the revised mitigation plan prepared by Nelson, Pope & Voorhis, LLC, received on September 6, 2023; and stamped approved on September 6, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 V ruly you Glenn Goldsmith, President Board of Trustees i TERMS AND CONDITIONS The Permittee Conkling Advisors LLC residing at 1760 Sage Blvd., Greenport,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval'of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation;the said Permittee will be required, .upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. 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. '90 �-. `4.9 \ / \ Wef/0nd f/ Q 's `63 9 -6.1 'e.55 Land now or formerly of B I `B `b / Breezy Shores Community Inc.Ince ``B \'75 pd / ° B ^$2 '3'0 p9 '6Y ` fk1 .q 3.3 d` ^ejcm pVGJS��a r2ys 9 \ 'Vol, o .8 \ ^3.g '¢1 `I \ X605 wef/ pod//o a I 1 ^a7 `4.e v.e _ T'16'' °np f/o9 9 S a 21 `y'4 \\�\ ^^b.r L-2,4;' s `'fir------` \ ` j' r P°1e)8\,kap /lf'J wef/pnd wef/o//d�o9q d f/o s 4 °'4 Land m or formerly of^Breyq \ 44.7 .r P°le `\ 9 fjy m m o -9,;, Bree2y8ShOfeS COmmU0ltjb.�0' \\ ^4.e5 '2B hs ag `Qb_ `43 `g `^�__\-_\ l 6� wef/pnd OA O c o '8.e 8.2 '7a I ^4,¢ -aa a3 /& Nffd now or former) of j dam, e\ \\ / po9�' i o' ry `8.5 > \ 'q.B '28 / x'71 Y `\ Pe1 -k •@' \, o , ^10.0 ^ 4 \ , 4.0 /^ �`3.g al W \N I- Be `4.s 'a9 74 '7s Gesiak Leszeft ♦ \ 7J, M017a' Ear+ o 00' o X8.8 B. \ 5. 2. -5'1 i' ^B.1 -as 3`� \`\ � , \\ of/pnd i 11 _ ' c O ^8.2 `8.qg \V6 _.e. _.e. r /�� -a;, 'g2 8�2 4�\ `'\ 1.2E � X69 ♦ eigi 6qg ` qs � n09�C W \ ' y,0 -9.4 ; 3 1`5q 1 �.' qb q,�eof/pnd o' a n ai 5 `B.e 6.I \` `s.0 / 'a.a �g'8 0. 0 \\ \`3.B 1.$E \ w 6� k7� f/0 n', r a m h ^9.0 `6.5 `4g ��` B ^ge `10.0 `I 8. �S\ / h' IW \-_`♦ � n 'd`� We O/i a ° e. -8.5 `lo. -Ia 5 ` 5 ti au \ ��f 1� zs/ J/9�j / f/ d f/p o 7, 9 'B2 ' `8.2 '10. ! ! 7 B '10. 8. `\ •e. /' k 91 0.- f-�� I`, k 7' /r E• ,O' m n a 'OB / 6 `r'0 Il. -10.7 `8.z ° e.° x ,\ ,9' ( \ L 7.7{ x a o / m' '° 4 73 , 2 01'E x7 l B n / m•m' �• ,° / \ s. '11.1 11, ^11'3 '10.g `88 ''e ` Land now Or formerly Of �� s ` \B \ \•./ ♦ �B�- DRAWING LIST r a l n. '74 0 S 8. \ 47 \ -)' 61J /o' a a ' n h ♦ ✓� '11.7 '71.1 ^10.5 6 J (MCB �j' \ ♦\ aQ5 k / m O r ^ n b'�6 _ ,`��" 3 ^11'8 11. ^10.8 `g.2 r \ `KP,�BkI Living Trust ---_ iT�.0018.2'E \`/ Q I '° k 611 X6.6 C. / m O o / n / n. ^1p�� `GY b i"01111 1 .8 `gB 0 \\ 4/9 a \\ II ; 1\ /sJ''-a�-�-•\ ♦ d,U d.� r O ' r n n a ♦ -11.8 ' 6.7 ee ^rl, 1l. '88 B Q ♦ Q k p '1 '11.9 12 '11.2 `10,2 '7e \ k/,t` ` { 1 / 1 x 1sJ f\ aJJ x OA-1 OVERALL PLAN 0 - 8 '1a I I -8.9 � I :� \ a41 k�JKEYMAP 00 0 O 'e.e '11.9 _ � . `l2 4 11. 3 `JO 3 -9.p `\ O \ \�`` `\ \ /' / 1 -z- x/� e s?7 °axa,,, ?Q EC-1 PARTIAL EXISTING CONDITIONS PLAN I 0. o y ro '02 ^11.8 ♦'13.1 6 6 4 \ M1J \ xa4/ t I `\ ♦ \\ dry g '1az -ta.7 `u.e `toe '8.3 \ \ ^tb tai` `� \ I I ____♦ »., _e DP-1 DREDGE&MATERIAL DISPOSITION PLAN / o o / a �" ,� 0 '11.8 °v 'b` \ \ \ /e' l \ r \\ '- - 7 ' m^. ry ' a• m n `eg 1,. '1a•1 ^13. `131 `120 `ro.y 'g.s '6•e \ l� ;r \ \ k x19, 1 9j CS-1 CROSS SECTION DETAILS a '12r _3 ♦Jy� `121 ^10.6 '8'6 '7.5 \,d p a�45 I� 1\ 1 as1 Q \ 1 \ ; x `\� ♦ \ / B \�'\°z P-1 PENINSULA PROFILE SCALE: °=�,00�� ro r o' m `114 8 1 23 ♦ ` / \ 0n p.9 \ \ x / I / \♦ \ /_\ \Q Ill m'ry `1a 2 12 -10.9 / e. '7e \^4.B I I! / \ tmb�+\ 1 Umber a �' �♦ \ xa1{ `8.8 2 y3 13.3 ♦ 3 b I 1 I \ /09 \ I IS \ / m m r m' ry 8 '1a 1 �£ `10. 8. 77 x 13 r \ `\ li curb \ -7. / / a' n r O 8 a '33 B 4 f End 1 \ 9_ / I \ ♦ 8-- \, `8.s 7 `11.8 13. .3 ^lap 12 j0�♦'10e r `$2 '7e ^6'11 , !\ \ 0.6E ) \ \ I /� //''^`� \ ` X7.79 r a \ Q SITE DATA ^8.2 0 ^11.1 '124 3 7 3 7 `B.B \ 3Q \\ \ s\ \ G AVF!\ G`.y\ \! x / ` ♦ Bl 13. `I2 �, 8. '7y 7 1 \ l ! \ ♦ k) ). m' i o ry ' e. y , 0 `13. `lab '107 ♦�, dp 7B z \0 ^yam �\ \ \ PAVFMFI�T `� ! ss1 PVk k a� \1 \ ♦ k,u Q k o. h 1 ^10. ^t3.4 1 1 `e.B a r \ \ \ i 61O d v 7 i ti ry ,6,a 8. '10.0 1 '2.3 '0.7 �' ° $� 1 ,\ ! 11 1 a71 �A•/ ♦ 6s ry I a0 `13.2 ° 1 ^10. 'B.g ♦ B \I 25 1. 16 k! W \ it.Ar 1 xeJs 'br/ �a m ' % 'Br '7g 9'0 '1.e r3 22 6 e '73 �� 1 21 ` ` I 1 / �a04 xass �/f aJs, `� x\\ ` IFS,?e. k k7! SCTM: DIST.1000 SECT.057 BLK.01,LOT 38.3 / •eo h m i o c m ^8.0 `7g 1 6 -106 6 7/ 'a"Alef/p'J ?. \ \dlBjn I i I rE' \ r m m '78 .6 `13. ^1.¢ y ` 1 00 \ I d`97 \ aS7 'I'Z'/S ♦ / / n a r�y'•�,on m % ; a' 'e0 'y7 'ye 8g 1 0 `127 '10.3 '8.6 ¢ ` I -4.9 `>F 9 1\ \ \\'•� 1 1 \ s\ ' `a,_ ep r 6n \'�\ PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 m ,.�m / / -8.0 'ae 'las `9. ^B.s '7a '70 \ m ) asg `\ N. a o m m '75 '77 ^ro, e. H WATER'-2 ,1 wdcrete I / \ 1 \ -8.0 Z , ldnP aJJ 1 / a99 I( / \ I? / .i '121 `123 `8.5 9 '71 B r' ' I -"F' I / I 1 ' I \ drain / 661 \ x1 785 SF •� o a ry `Ol 7, 6 `7B `.q y1' `11. `r1.0 `B `e.8 y !LINE '' / A' l \ aJl \ LOT AREA: m a ' �' N ro ' r ;: n' a 4 `73 6 B Yp `8.0 `6.8 1 `7! I ` i 1 \ ♦ r 1 .32 Ac o > s ' B ^6,6 �4 I , y \ / ! axb xa9j �/ / I I k k i I UPLAND AREA: 325995 SF(7.48 Ac) 8. 7 '10.8 Il. 9 B. \ �, I '\x d / o r O O v �• 9 > 7 e. B /y. , •I ! / 1 / 8JI / _ l , ' 1 ^7 `lo ' z `eg y 1t 1s / I �aJr ss / /�� ` AREA UNDER WATER: 210 790 SF(4.84 Ac) ' % ti ry w ` ' a\• O '77 '7.2 e. `8.8 ^11.1 '83 8 `B.7 .7 `l.p d\f /x , / 1 I -k 1 k / vs i t N n \ / m v n 7 'B7 B. 11. `1Og B. , 1 4{6 ! I l x // l 1 \ ! ry N N ry /m '7e '70 6. DQ SEBOATSLIPS o ! B ^>, ' e `ee 21 Wef/ ` III / / I / i i \ zre / / EXISTING ZONE: Mil-MARINE II o' a b 1 2 0o I l / \ \ x a '7P 7 '71 `6.g B 1 I. / / 149 l_,9 1 k Q.b \ 7 -As .- ^ro. 'ea '84 3 1 ) �/ x / \ \ a/s 1 asi k / � � > / EXISTING USE: MARINA S.y ^y,0 `g8 B 8 `7,1 `6 �B' I 1. II / ' / xag9 1 / I 'QSf '�/ 6 \\ /1 / xa67 `4.7 -9.3 ^10.4 ¢ `72 3 I / limber / / / / _� / \ I / SCHOOL DISTRICT: GREENPORT UFSD i7 74 m n / / n' m o `B.8 , / \\ `eq ^,0 `8.2 ^B.2 e I 1. II Cu/ty' /1 / t •_�\ -9-•') ! l / 8. 1701 / o m Novi a{lona) �� _ e, / ^a¢ `40 2 '72 1, ILII a \-10- k / / ass POST OFFICE DISTRICT: GREENPORT 11944 a r o' �. o I tl�/Of Way , r m� ro/ 9.q � 5 _ 'S�/ a `2g `\-B.\ 8. -9.4 2 �B2 ^q2'1 '. ° r I IP"'nt � I � \� I l r\ \ / / a15 // 6.79 .y 1 r N N n /�/� f�/� m % �' Q �' 's•1 - `,SIN .3 sq 'g.q , 'B3 -e.z ° fl r P x \ \ r \ " \ FIRE DISTRICT: GREENPORT FD .� h SAG>� Url % , m�. / / -3.p a `21 -1.4 'a4 H ATF^ ' e `e2 t a{o \ y\\ ! l \ / ,--- !\` \\ ! / n' ' �q 'e.z y 'e.e ^ee I efC / ` ° 1 \ 1 ) ' / '1 r\\\ / ka WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY M / / ' n a / 2 `1.7 ;0g'_`.\^1.5 0 B e '6'1 B. / -1'7 doc ` 1 NR ' 445 Q k 81 / J JJ . m m / `rs 1 NF`\ B. a _ \ \ a l / r a O r ry' a \ ^1.3 7. / / i \-) --8-- i m� `4e�\ B y y ^6'S ¢1 wclj$ 1 I I + / 1 ` \\ _i I / /o / \ / %rl ' i DATUM: NAVD 88 0 -8.Oi o I ,may,,,, i-b \ 1 r a t/ et/ `8.e 1.B f/p 1�`7"""°e Qx 9 /� ` / aAf �'o We `1.Air \ '63 `71 6. 1 r •9 I 1 I / m \x7. \ fid Wi m / _3j podp oe pod fh y� ' 6 7. '06 ^ 9 '1e //l I / or / \ 11601 9 p9 pq`f TC 7, 2 'S'8 �'/ V ! / \ \ ! / m 114 \ ' B `e.e ,' t // / timbers / 101 ` 7 ^7,0 `1.4, / r•10�\ \ ! ! 07.,1{ m _ \ B 2 B. T' 6 \ \ J i\ t9/,J6 i aq6 ' Q9J ry r m' O ys 4. �'�B - 5.B 7 7 8 Is..g 1. / // 1' \ `\ I \ S4 54IIGHWATER / / -- / N COMPLIANCE TABLE: \ // / \ 1 \•` _/\ r -2�\. \ 4'✓;' d q 0 6' S /~/i / 1 / \ I \ �\ \ d S \ \"1 \ 47 y. 7 LINE � // I' � \\ I asp /�® m n p m 63 \6 \` '32 v 1 \\ 1 fId 71 7 -se ' e //,/i/'i »J / \-II \s-��` ' \ / a1J ® xa{i ZONE:MII-MARINE II / m m / \ \02 ` _ � `20 ^ ° ` B _I / '/r / \o , \J\ ! s 14*/1 ` "' yf \ / ITEM CODE PROVIDED / m' 8.¢ 7 X5.3 '\ \ B, -6.B 4 // / x l��! \\\ C \ 1 / {� �' _3 r\ \6` e /fr r a /� 1 - \ �O I r ® / 1 \ 4� LOT AREA(MIN) 80,000 SF 536,785 SF / �O 8.5 > ^B.3 �1'Z r\ ,� `, W _\ ^ee `a.B wef/on�t. //,/e, P° _ Qar _ _ • �\\ \ xs a� Rrs \S \ ,mJ / �y, / u m o e(/ 'ea Jr o ' i O n `8.e 9 ^4.q �\ `) \\ andf/O b `j'// ^1.�� g f / / \ /r, 616 \)\ / 07.51• I b h e" `� w \ 6• 6 / < / k "�� LOT WIDTH (MIN) 150 453+ b d^\ \\ .9 \7 mss. `1.4 ' l 7` x / ./ k k6 93/ m m r a ^8.7 7 .5 f/0 J \ �@ ^e,3 / 5 J»Jl Q ' '0 0 `ag / , ///..,^^^ I r l ^8.9 `7B `B.e �e.3 \ `5.2 W8 p° , `3��"K� 'w,'(�/{00 -B.q �/ ^3g `1.4, ,' IIS j / / r LJJx yun ?,5 6' xaL�' ` kts! a+U \\ (/g7 n 8. 8. OB ` `.2"'//" l ` °'f/p 5 1.4 // // l I / \ L ` \ 72 /0 x aS9 r B ° ^6.e �sg °9 ` \^ \ 9 g^ 5 grjp r i/////ill �/ / e�/ ` 1t1- \\ xQ+s sn / \ �s1.•� ss, / LOT DEPTH(MIN) 150 772.51' I � m o K o a n `e4 `8.0 '70 ^ 33 'e•r`\ _ //oo \ ��/pod ^ae n r�q " / / a1i 1 / I 1� 1 '�\ ` x / ^e.e `7g ^7y B 'BI \ b d f/o r¢ \ 'ae f/p 1. 9 79 ' agJ ,f r '�" 111 11 xaJJ �r Q'1 FRONT YARD SETBACK(MIN) 35' 233.90' © m / a. `B. b. 3^' J9 3 `7e ^7y 'B3 6 13 - \ '.8, - - �- �ii, / 4, o I S J k k \ ® 1 `y s 9s / / �e q , N ./ \ JS, / k SIDE SETBACK(MIN) 25 106.10' 'a.¢ 'ee 7 w Bnd a f'/ ///' �\, 1J I aJJ x a o / a ^y E \\ lar. / y / i� x AJ a45 \ % 0 n / n `82 DOW 8Ba'?SLIPS ,i �$--__ f/0 \\`/ ` `�_ / / / 11 4, / 1 M a i `77 7.a a. - _ ��3 �, ro° �.�.-/' 1 BOTH SIDE YARD(MIN) 50' - vi n ro °' ^8.0 ^71 7 -6.1 6 `i a `, `- - /, / l•, p / / a m/7 4 `75 `B.7 `B.B \ Wef/p j \ \ / J4--' / // Qfs 1 (` /1 / /o / Qhy \ Lill / / ro " m r 9 -73 '71 -05 ` //o \ \ '- / / 8.&7k \ \ REAR YARD SETBACK(MIN) 25' 162.60' / m '73 B. `88 `4.B 9 /-_-'-"5..- -� 1 h n ..8 6.B `B.8 6 6. \ \`$^ / _ 3 Iag6 I /o �, ) f\ ka 'r ` ' ° .; n '70 > 7 e. `\\ L51Tamcr / / I / / / 'J SETBACK TO WATER BODY(MIN)§280-1166 75' 76.87' \\ r m m O 7 ^6 '6'6 `B y `y J `6.5 6.8 \ _ \\ b .,"'^"" \ I 141'\ a 1 / \ x Q' =1 \ I ° \ m , ' e B `eg od f \\ / 9� .0 1a„ f er r_"I 6zz a kaze t� r LANDSCAPE AREA(MIN) 20% 2.66/° '78 `6e B ^8q `T.1 y 'B.5 777 `4.y ^3 0 ° m `e.s 04 ^e.a -BB y o '63 ` a 3B ^q. het/ \\\\ J \ ' GRAVEL azJ asg i i s i 1 (MAX) \ /�`�n' n' h o m ^B.2 e 2 '7! ^72 ¢ pop! I Pb� I _�E, / W1 URTs x \ , , n n• n• ^1..4 2 '86 2 `7g ^ \' 4 on 1111 PAVEMENT x 1 ,,, --' �'`'p \ �s_- �, k6u I LOT COVERAGE MAX 30% '7s d I I x ass I ' 1 \ a1s \ 1 / BUILDING HEIGHT(MAX) 35'/2 STY 1 STY \ B 6 7 6.1\ s. wef/ 1 p \ o y, 4 '6.8 4. 1 \ � a 'Bo 'as e flo `e,2 e, B, ' t -74 `7b y 6 2 //' \ v / t J P°b aq \6 P.4 \ B. 2 B 3 `e9 `75 '79 6, 4 l ' `d \ o§ 1 /�+ \_ °'` k ry ry / B B, 7.3 y9 ,^ curb Q B 6 1 SANITARY CALCULATIONS 0 2 'ee ^3�Mr \ \ i m O v m 0/` \ \ \\ \ f �Ry \ / \\ 410 ti m B.5 `B.0 `B.2 '7z `78 4 `$� \6\ \ I a� BU/(p R/C,(� / all .,�d'L® �6� \ aJ1 / \ �6'' ^/ \ v 1 y `7e 1 kat I /N \ / ! r'-1+ _ vt m ' a ,:x :1 r ' B.3 _ `B.1 X00 -6•g 9 7 `s'a `b.3 4. s G 1 aJr ` �' l a .� ' m a ra o m cm m m o m ��. ,� w B, ^-6. 'e1 ^B.8 `77 7e \ ¢OkrxQ xaQ7 /`. / \) �6`m o o m m N m W i ^e.s ^e.J 6 '7q -7.6 \ °r 1e /J I k ,QW ' eJ �� x x x 7 r ALLOWABLE FLOW o / ' B, B 7 'y.0 aJ{ W 614f 6,[q S a19 OK aas 3 `6.p `8.3 3 wef/pnd I xs I ��7. `WOW,- A! et#, pq y "' l/ 1 `es e. �'' s. 7z5 BB ,6g e s / � `�37 ^ 3 Ju og,�?S I S9 /`� gl/j/D Tip x 6.J3 i k,a� / GROUNDWATER MANAGEMENT ZONE IV -6.6 e 4 1^50 �a 12J `1 ,�!/ /NG 1n x7iJ \ 6 Q{9 i sem! i ALLOWABLE DENSITY=600 GPD/Ac ^e.9 '6e ^6.e `6.a `e, 3 ; 7J Qg1 J� \ an ka„ u r\ k /N_ 11,• 6' 7.48 Ac x 600 GPD/Ac=4,488 GPD e. '6•a 'Ba ss Aa e. e.A wet/pn /®I `m /q� )exr I GROf/ND \ Z�„ � kap ` 1 1 d ' \ rele / V >z xau 1 oL azr B. ^e•4 71 '01 80 qy,_ l \ ( 1 / Q� xa 7 74 '69 `72 4 _i� O' ,7 _"yer d7J f q"p• '7J7 \�X'16 �', k �'1 \ ' ,{'!q• 75 e, e, f/o 1,6 sTo \ s ' K /I DENSITY CALCULATION 6. 'e.e l� J 1sJ x7 / �j'�y1, 6+6 \ \ 674 E m i i ' ,1 , ., � 1 , 1 m m e '7p '73 'yet/017f , �1 g 9/y/E 771 +fir, 61 k / \ EXISTING: m m m m m m o m .x o. a N o ro o o in m :- m o `71 '71 '6.y 37 11 1 / bin r / a,' U//D l /-i9 -` p / / ub7ity ° yV .760 //yG but 7.,8 6x,r q N .P ? N iP N )-` .� ` ^71 ^'7.3 '79 / `I 9 7/p � 1 l b M \_ T/O 7,5 / a19 /� Q'\ "// .r_ tf i DOCKS 669 SLIPS 7 ^74 ° `6.8 `I.3, / l �, \r_ D -ill `73 ^B.g I /r/h/ r I Abntra a� q / drain " \ e' 1 I SINGLE FAMILY RESIDENCE = 300 GPD ^B.7 `75 '73 y `4.7 /// \ q r J \ 11a 1'JJe 1, \�` 1 k a,° I / xs� !x WAREHOUSE 6,950 SF @ 0.04 GPD/SF = 278 GPD `7r ' o ) moJ I niers k ' s WAREHOUSE 2,500 SF @ 0.04 GPD/SF = 100 GPD `7.g '77 `7.5 '73 '5'1 a/7 1 1 x 7J4 \I a7, '1 /tb'-qy 1J, // a91 e. _e:kaS9 I /6/ I 5J? \ 04 6. '75 78 7 7 I `5.1 /r ' -7^ / ° e % 4 ' s ' 2 1 // 616 69, \ GRAVEL / \ 1 / $� E ^B.4 ^6.0 '71 'ed '7B '71 ! 'b2 0. r/, / / ArrOter / k1� 7, x7•� I 1 / Q I(� \ ! k56J ' \ f(rA e / 1( PAVEMENT I P4 /-/\ / 6!k �s^ I I MARINA 140 BOAT SLIPS @ 10 GPD/SLIP = 1,400 GPD 1 6.4 `60 -7.8 -7.a / 3 / / "�cte 1 GRAVFL `> 1 I I p, ` ^B•3 , ° 'e0 ^B.y ^8.1 ,77 ^1,2 'S3 `4, , F '(f/ ,2 8umlamer ! \ r - b 6J' .e7 \ I \T,�/ /k i ^ / 1 POOL HOUSE 17 OCCUPANTS @ 5 GPD/OCCUPANT = 85 GPD I \ m •m m m .� U w N o m m m m '� .m .�'Be m 'Bo 'Be `7a '76 '73 ('S'6 `°4 III!%hlj 451 �/ c / , Z �� 6as/ PAVEMENT �_ 1 a>B k as° s{, _ k TOTAL - 2,163 GPD N m o\ ,e0 'B7 ` ¢ ^e.g e 1 ^�5 Wf 7�l 11r / _T_ '09eY I x�� -ems 74 7 0 1 / 1' 90 �� 0/ \ k 667 \ / )1 'r\ I O �- •- `73 `y3 ^6.¢ A§11 / ! \687\ N ` `B.0 `B.7 7 3 '45 /, I \\I `By '71 -7.0 -6.4 / ` 5 rJJ/llt/ / x 9n I" et �___i\ \ 1 1 Opd \ ^e.7 -6.3 ^e.6 HIGH WA T£�s/ ^o.�w 1p //!/ / -' &1 Q°� k'" �/ \ GRAVEL / I / f/p9 0 *,/1 / xJa9 \-8-� ^e.7 `e.2 LINE' ° l / lz{g k r-7- \ \\ `7r _ 'B e > /////, /x, /� /41 trssnat \ PAVEMENT a \ 'eg `es \ -''S6 ////h'/ \ // k Land now or formerly of ,' \ , 4 / / z{8 u Breen Shores CommunityInc. �, 5'g '04 e' •s ^ql /,i / \\ x7v x,J k / \\ k6, 0 \ I I I m 1 y m m ' to ` ^5 s.g `e.y BB.1 ^3.4 � / x x \\ I 1 / / l ``\ 0 r0.b h // cu 44 / a91 631 / so 9M m m m m ro m m 'Ba 5. 3. / / x \ / r 8 `6.0 'B.1 s wr,i�/i/ l \ 7Sj /'\ k / 1 6\ / I Bf/ond p A il- 6 ( �...�V L Ii U I 2 S ^1.21 //i// 7^ k / S. 1 1 W / r .a I 2 `l.� �, / , / ._ \ ! �9° EOARD O r �USTEES 'BO `8.2 B.1 '02 `S.y 6 if12 ,/%// / l `\ xa{{ `>, xa7g �I xa I ! a \ / ° /� / o xas i-\ \ .'. 1J \ I u x / 0 50 100 `8.1 `eq `B.1 `8.4 1 3 /0.0 �F / / /If k .r;.' ��.,` .:' ,.;, ... 1 / L \ / 5 1 ``\ B \ 7 2 / 57 , 1fi ! f / q:. ,. .'„ - / v 1, x k a31 I ' ^B.4 / 7 ,0.0 �Irf / J � / 1v / s.31 1 I 1 N ^6.9 2 '73 '64 / 'a6 i / ! I I ,22ZR•,y�� _iT.x41/.,./ eY0°rlr / T>`\ / 1 X/11 f I/ I Wef/pnd TOVV�! OF SOUTNO[.[� '73 I ° 7g `es 2 / `b2 I I ,P trlC Panel -2.H 0 AI \\ / S. 8Z m m '6.7 I 1 h b 1,Q ::.,`.GRAVFI ) 5 Q / \ l kap xQ� \ / kaeJ 9 H ^B.¢ 2 �, �s3 Ijh/ y, }' I\ j l \ l \-- (\ e `se A+VFhtFNT. ..' \ \ / as7 $41 I / Land now or formerly of ^s ' I , r AL N v •;, ., `e.¢ `e.2 .6-_ �.MFANI�', .s cEttrl 1 r '` ,. � ` / k '� i xa9 �/ 1 I / SC E.1" 50' DATE o �. ) it m v _B7 ^e,¢ ! -5.9 WATFR�INF' '4.e f/ I Wp / o' �.�-•' / \�l Ess x /6' �'��A/S , / \` ' I I / Breezy Shores Community Inc. t[I Z3 : 3PR'I,GCl� N Ira ro _- 6.37 \ 8 Q, f' l _ -9.3 ^Be `6.31 -_-__5t `3.-0 ----�.7 1 /til 1 :'planters.,: v `\ 1 G (\ 1 s14 11. o \ 4 I 1 / I I GENERAL REVISION 08-31-23 MKA M m m a `3.¢ 'a2 1 :'.`'. .." / �j R\ .4 'Bs /' 4 `2g t � �_ ` h ,-i '.4> / Q I 1 \ 1 10. REVISED PER TRUSTEES 08-04-23 CS `10. m m y, / 19 10. 1 1 -6� aJr \ // 1 / / \ 1p,1? o �6�-i 5 ,�---- .:`ii C6'v G� / '� ka95 ka{s k6.�, x 6 $07 6J{ /I \ _,-•`� 1 \ QZ 4.b - I�,�--1-"- 6.� I �`�h 9. REVISED PER TRUSTEES 06-28-23 DJG \ \\ w " ,/ '1 a --� ,� xp.w �\ 1 a� xau k6 / i 8. ISSUED FOR BID 03-07-23 DJG \ m , - 194.29 aso _-s _ _ _ _ _ _ _ _ ;:, I 91 ' I Wef/On 7. REVISED SANITARY CALC. 02-09-23 DJG 4 xfe ao ��-_.--.__i � i ' I xa kQ37 \ / f '1�_� df/p.9� a ;0 V_ - `\, I - xsu k / s ksss / / r / i'`/ //� \ ` r F� \_ e/ k6� a� �/ k 4s \/ // 6. REVISED PERACOE 12-12-22 DJG - 17.77 1 j i� l�+P F_ --?__' \ 1 \ /' \ _i6' \ ! 1 r / c / o i u o15,004 1 1,1� \ M % -5 _ `♦ `� l \\ S \/ \I. r _.._.._.._.-•-r-x r•�^�..�.-..._..-._. N20 0840 \ �5 /rN \\ kw - 1. ♦ s 1^` k6s! 1 1 / - ;eT ':s > + \, ,° N /�N I�\ m '�\ \\\ o WF E ¢ 8}°59'29 W ? '� \.\��\ `\\ 1 / \ ! IJ/ / 1 1 5. NO REVISION THIS SHEET 12-01-22 DJG HIGH WATER • , 11 \ N \ \ [ / 1 / k I / / + 11LY!'� t7 ♦ \; _ \ x A SJ6 I L..1`(•-' ___.___.....;.._ b LINF 1 \' /1 o I \�m \\ \ m i �`J��`\ \i\ ap 1 x ! xa9J 1 I Z o - 'w \ �f ght or Way ` N `Y� MEAN HIGH ♦ aSs I x I /I I Wef/p fl I o r 'w W // .\�\Navigatmna�\\O 6 \ \ x / od 4. REVISED PER ACOE 11 03-22 DJG 1 ♦ \ \s, ` \ \ \ --5� i an ' GRAVEL a,w l r r I / I '�`- p9 C I, 6 d• E..r' s \ \ y \ i 15 WA LINF \� ` / ! // I L 3. NO REVISION THIS SHEET 08-29-22 DJG - ^f1 ° <,6 SEP Z 7.07 ,�, a>o ,\ \ ___ PAV N73°39'�9)W,_2, °nd 9 f� ♦♦ � \\\\ \\\, \6\ x xa9i FMFNT a{,` 7 \\ bu \ \ �'J\ `\` w i w f/o q �♦ _�\` ?\J ` >\.`\ \\ a ' T I I� i I k i i r `� a 1 2 REVISED PER NYSDEC 03-28-22 DJG I y 1.26 `� �� / \ \ �1 r \ \\ A 'a ' ♦ /1 \ \ t I/ �=6� \' �w A� ` IN \\\ -\ ` kaw I I f wet 1. REVISED PER OWNER/TEAM 01-12-22 DJG �`"' "";n ° °2H4"W ��i.s\\ / �' w \\\ \ N �� a. m\` iD 3 N6 ♦♦1� `�\ \ `\ \ ��- i 1/ / ---_ �`'- /p T-, ip Land now or former) of \ \\` / ` / `, No. REVISION DESCRIPTION DATE BY Southold Shores Association Inc. ��- /y `\ `�\ m s\\Jl\ \`\ \\\\ 1 s .w r P�V�rirlV ��Y w ♦ \\\ \` \�`\ / `\ t / OWNER/APPLICANT: 0 \ �' - weft° OVERALL PLAN ii x.70` l `\ \`�. .w `\ \ \IC`'' of/ p ♦ ��` \ 1 \ �_ - --$- nd v \ \ b\ \ m 9B `✓ \\\\ \\ 1 1 \\ ) c\ I.J/ -�� /� r,i�•-� f/p9� CONKLING ADVISORS,LLC 7.77 ,4- \ - / I N \ \ I_ / / G BLVD M \ \ \\\\\` \ / / N7i 177'W I 491 I \ \ � 'd ->/1 \`\\ `3 m �\ \\\ `\`\ \\ I I v\` `\/ �m�\ IJ i7 / SOUTHOLD,NY 11971 \ �` \ \ BRICK COVE MARINA t'7 9 SITE ADDRESS: of - b ° \\\ j \__-_\ ;\ N \ �\ \\ \\ \I� I \�-\ 1 \ \ \ /) r / y 1760 SAGE BLVD ` ` '� " I ' 0 `- ' ; ` x' / SOUTHOLD,NY 11971 1760 SAGE BOULEVARD N N73°5742"W _----z, \\. \\ \\ ;of/ond pp\ \\\\\ --s_� -i 1 1- % // 7, R/ / \ \ rn 0 8.38' - \ , � 'r I � ` /01701)70 9/ w r \\ \` \\ s /' \ - T / r ' xq / / We od SITUATED IN \ \ \\ ! \\\ HI WATER (/ \ , s\ V ' ` CCE`0 GREENPORT I 0.48' ,5 °O�Q� w > \\\\ \ \\ w LW N o ' LINE o `\\ \ \ �4� N N40 f027W \I N \` / HIGH WATER wet/on \`\\\ r y J, ` ' TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LINE ` d no \\ r' I `� N'rn %' is > N \\_/-�� it �\ \7\ `\ /,ti /� ,' IL wet/poo'f/o i i r SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 Of a �\ c '� ` `k \ \ / \ / / 9 ff y 'O I Robinson & Muller O 4 \\ ; x{16 '1 `4J 093172 � Engineers, P.G. )FfRoFES S�� g �_ cp \ ,\`�\`�`\_.i % QA, N . �. � ' Huntington,NY Street Elm 1743 N o wef/pnd F \ `\ _ flog c Matthew K.Aylward,PEEN(SINEENN(] Of Fax:(631)271-0592 N 3 p \ 7 / a THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN r Wef/0pd f/p9 \[` NY State License No.093172 www.rmenglneering.com 3 r MINTO,L.S DATED AUGUST 16,2020,LAST'REVISED E s v ° JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC 'w DWN.BY: CHK'D.BY: A SCALE: 1"=50' SHEET: 0A_ Z ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM ° NYS GIS VIEWER. 0 "•C1 /,� �.� c1.� / 1JJUIf�I UU' o ( I JI –6 3 I –60 ,6 7 `81 �7 7 –1.e V-5�3 0 5 WFC �/ transformer / I M I I I / � � I I d� �7 I�5 0 -07, I (�' / BAv sHoaEao co M cn W zv o Co I I 1 6, C° 6. 6. 6 \7 5' `7 3 6 ' / , Co 00 I I �� o, 6 ° 6 7 -51 I 1 / / / / \ manhol / co 1 C� T" CO :� W \ –6 p \67 4 74 6'9 ,6 •� 05 WFi2pl l �/ / _7_ � i 73 73 s.4 0/ o �p� -,III l �s8j � LEGEND fN 0 7 �7 p —6 -6.,31 / / / // / / �) EXISTING RIP RAP '6. 7 1 4 / �05 Y o s ,6 6 7 ,63 66 HIGH / 0�6 WF 1'�/ / / / / k t �..... :. o EXISTING RIP RAP �y \ 0 8 / .09 UNDERWATER ,6 LINA -0 / / / l/ / l k10 m \ _5 71 8 Land now or former) of 9 6.7 '6'S — \ 6. 7 -4.9 .6 y I I I �5.9 0 -6 4 ,' ` , ' Breezy Shores Community Inc. I �, -6.4 . 5'8 –6. 7 ,61 –5.e \4'1 I I iv I I I �,, \ 5, ,63 4 --�b'S // / / tim erCO — — - - co co Co co co M M '� \ –6,e 0 0 -5e ,3 ,1 /0.5 ��/ / �/ cur 01 •9 –6 p -61 I ,5e 1 61 CZ 6.0 2 ,6.1 -5,3 4 6 yP� \6'1 ,6.4 –6.1 6•e I 3 /°•2–Q4 13 /0-0 106 / // / �l '�6 KEYMAP 6.6 6. 6 l l SCALE. 1"=1,000' � –6 \ – � �� \6'4 /l \5•� ' 7 0 �' °'0 WF 1 / � / / k x � •9 ?a 7 3 6.4 � l � I 6� � _ _ _ 611 `f — — �73 I -moo -78 �6.5 \\6� / \5 6 �5� ro I I fele/tr Iponel GRA V>�L 6 - O CD PO 6' vD ,6 6•� 7 �5 3 mp 11 li ht o �, s. 4 SITE DATA 5 PA V> M> NT '6„e �� — _ 6'1 'MEAN LO 5 8 � .3 , \ oo�,� � ,signs SCTM: DIST. 1000,SECT.057,BILK.01,LOT 38.3 I PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 \ 1 ' � � _5 - I-1 I 7 ,8 _Q4 / 9 WATER Ll > 4 8 I WF ' / LOT AREA. 536,785 SF(12.32 Ac) I / �5 0 '3. nr7 m nh�le UPLAND AREA: 325,9953 SF(7.48 Ac) 00 -9.3 �8. �6.3 / \5'1 \3' 7 I / / / lant°ers AREA UNDER WATER: 210,790 SF(4.84 Ac) °�' o 8 / _ 5 –3 4 3.4 –e / / // p EXISTING USE:EXISTING E. MARINA RINE II '9.7 4 / cfl ��,0 �4 SCHOOL DISTRICT: GREENPORT UFSD / POST OFFICE DISTRICT: GREENPORT,11944 CO Ae1 — — — — FIRE DISTRICT: GREENPORT FD / WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY 1 p• O —6 \1� DATUM: NAVD 88 O o _ -0 2 0 0) ZN - 1 \ 01 / / - 1 Co , , — 4.2/ , / , , ,5� 5� 1 / 1 4 19 / FEMA 4 - o — : C-0 (OD co } ....ter 1.... 7 f_`: ` 17.4 _ J < .... �_ . I %004\ N200084 N7515 _1 r3 CP HIGH WATER 07 o LINE CD Navigational \ Right of Way �, \ . �....1 .... ... .... ?...A._..;i.... E ,15 WATER LINE 7. 07 - ; — _ - 5,70 � 5 ..�-� o \ N73°39'291 W —2� — .0, \ N 30211 f411 W1-1 OD CP O Land now or formerly of h �� o .� \� 0 Southold Shores Association `� `� PECO '/C SAY0 20 40 I O \ I \ SCALE:1"=20' N 777 I GENERAL REVISION 08 '27"INCP 31-23 MKA 1117 x 2 \ "5/ \ � � \ � 10. REVISED PER TRUSTEES 08-04-23 CS \ I \ \ c9 9. REVISED PER TRUSTEES 06-28-23 DJG CP 1 k`374 p `� 8. ISSUED FOR BID 03-07-23 DJG — f7. 7. NO REVISION THIS SHEET 02-09-23 DJG rn ° N7357'4211W _ _ - - -2 6. NO REVISION THIS SHEET 12-12-22 DJG ° \ 5. NO REVISION THIS SHEET 12-01-22 DJG 4. REVISED PER ACOE 11-03-22 DJG o / � 'CIO1 \ 3. NO REVISION THIS SHEET 08-29-22 DJG 400 6l/�� / \ \�ro \ \ 2. REVISED PER NYSDEC 03-28-22 DJG N550 3491 39II WCP s c9 \ '6 \ rr 1. REVISED PER OWNER/TEAM 01-12-22 DJG HIGH WATER _ o �° s \ E \ � s 0,481 \ \ CS No. REVISION DESCRIPTION DATE BY U LINE /� �\�� O ` O OWNER/APPLICANT: Y N►�O°'�12711w h'�\ -� �� PARTIAL EXISTING CONDITIONS PLAN CONKLING ADVISORS,LLC 1760 SAGE BLVD m \ SOUTHOLD,NY 11971 o �, 6' / 6, ` � SITE ADDRESS: BRICK COVE MARINA - .`.-._;:w_a._ I 1760 SAGE BLVD R N t� SOUTHOLD,NY 11971 0 0 / i 6' 1760 SAGE BOULEVARD / M / \ \ \ \ c5`6, SITUATED IN g SEP t 6� c5` 00 � \ `� ��,o� NE4, GREENPORT �c9 --) ,a K• TOWN OF SOUTHOLD, SUFFOLK COUNTY,-NEW-YORkrf !nrs SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 o // CID .� . o \ �' � � � *�� Robinson & Muller N 33172 "" t Engineers, P.C. / 6' `r `''OFESSIO�P ��: 50 Elm street Huntington,NY 11743 Er \ ONG Office:(631)271-0576 N \ \ ,::p Matthew K.Aylward,PE Fax:(631)271-0592 a " IGNEERIN THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN �i l0 NY State License No.093172 www.rmengineering.com MINTO,L.S DATED AUGUST 16,2020,LAST REVISED \ ° JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC 'J Z DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=20' SHEET: ��— ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED O .3 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM o DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 ° NYS GIS VIEWER. 0 \6 \6 i / transformer I I I I 1 1 I I .� C� � co � Co I '� I � •0 � \ � \ ` � I � / BAY SHORE RO I °' M 01 o I I \6s `� \6.0 \66 78 \76 \73 15.6 ° \0 � I lII 6 �/ LEGEND oo I I I � . 1 ( 1 / I / manhol a� ao Io —j � o o, \74 \7 \6 5. \0 L a / ��/ i f..... e.o �, ;- co 6,0 6, 4 9 \6 5 WF 12 1 I / / —7— _Z3 7_ EXISTING RIP RAP 1} \6 0 \6 \7 3 —Z3 \6.4 \ 2/ o \Q�5 I I I I l \6'8� 1 EXISTING RIP RAP o \Z 0 \6, 6,3 / / / / / / \ UNDERWATER 6 71 PROPOSED 4 rI HIGH WA l /`� /� // III / / k CONSTRUCTION r PROPOSED ARMAMENT o \6 8 \6 7 6'3 STAGING AREA / \018 WF C/ / /I l / k/7 N �� OUTSIDE OF HIGH 9 \6,7 \6 2 WATER LINE \6, LINE , \0• / / / l� / l k¢!7 SURFACED OYSTER SHELL � 71 _ 8 _ Land now or former) of � � � sP \5.9 \6,5 \ / 516 l/ / /h// ` PROPOSED EXCESS MATERIAL oA y \5 9 \6.7 6 / \ \6. 7 / 9 �/ \ TRANSITION AREA Breezy Shores Community Inc. I I M � I 0 6, 4 / � �/ 5 // EXISTING GRAVEL I 5 4 / 4 1 W -� /r // PAVEMENT AREA TO k 72� PROPOSED WETLAND I � M CAD 8 6, \6.1 / •5 i / / _ _ BE STOCKPILED AND PROPOSED NATIVE _ W W W W \ SEASIDE PLANTINGS -� � � � � � � 5 / \5'2 \3.4 •5 /��// // tlmer — REPLACED AT THE END Co co 1 .Co Co Co '2 '� co 7 \6„� o \6'.0 \5 \3 \I r 0.5 /�`�,/ / // cur OF CONSTRUCTION. � a2 ;� � z\v CO PROPOSED VINYL 5 1 '9 6.0 \6.1 I BULKHEAD(230 LF) \6 (TW 7.00) 0 \ 61 \6'4 \6'1 l 'S 3 3 5 ,46 / / / �: � k 6.52 KEYMAP I / 66 6 7 s.� / \5 7 , 0 WF� / / c,�:Q. "\ SITE DATA SCALE: =1,000 _Q4 6 ra: ; 9 3 4 / \5 6 I h. .. _ J,J ' , {`' SCTM: DIST. 1000,SECT.057,BLK.01,LOT 38.3 \ ap.. AREA TO BE DREDGED p OPOSED LOW SILL / •� I 6,2 I „--� ' Cti ... .` PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 3 1O 7 8 TO A DEPTH OF 4 FT 6' ULKHEAD 220 LF \5, rp lele trlc panel : Z � GRAVELt ' - LOT AREA: 536,785 SF(12.32 Ac) 1 C° o v BELOW MLW(TYP) 6•� / 5 m ll ht ;.' �'?.:.:..'� {:; j , UPLAND AREA: 325,995 SF(7.48 Ac) 8.0 0 �j (3 6 (TW EL.0.33) L i I J(/�._ �. <{_ '� •_I � DREDGE AREA'B' _ PA VEMEN `,'\ -- AREA UNDER WATER: 210,790 SF(4.84 Ac) I 3,475 SF 6.1 / 5.3 Qp I .,.. .,.� •� EXISTING ZONE: MII MARINE II \8 4 �, p`\ , / MEAN LO EXISTING USE: MARINA 712 I \g 7 \6, 5 WATER LI � 4.6 / I WFI-� I / i � SCHOOL DISTRICT: GREENPORT UFSD APPROXIMATELY 10 CY 8• 4i``�� POST OFFICE DISTRICT: GREENPORT,11944 I I co OF EXCESS MATERIAL / \5 — N N / I manhole' MACHINERY f1�� \ FIRE DISTRICT: GREENPORT FD \ I I I `9 c3 PROPOSED RRA TO BE 6.3 / o ) ACCESS ROUTE VIA .. C- ` /1� WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY CD TO BE USED TO BUILD o '{' NATURALLY SLOPED AND / I SAGE BOULEVARD � �1 1 `J DATUM: NAVD 88 o� of rn NATURAL SLOPE ALONG — / 1 \ \ PROPOSED BULKHEAD \9, 7 1 -"TED WITH / \ \5 / X / \ ON THE NORTHERN SIDE 1 SAdffMEADOWOORDGRASS �\ 0 1 . ' \I - /� (6.50) � ' ( DREDGE AREA CALCULATION ESTIMATE \ \ / OF THE PENINSULA. 10.4 1 c� (SP/RpNA PATEN 1 _ - -=�` -, .,� \i1' I( PROPOSED VINYL REFER TO CROSS O ±8 SF _ _ ,. - __ - ,� �� _ � - /` ':` `11� ` � � DREDGE AREA'A' \ SECTION A-A\IO o -� \6 / 5 _ - - ;� • « ` i . 1�`� NET CUT = ± BULKHEAD(40 LF) 1 � - _ � r. . '�, r�.. �•� `« a• _ 1�� `1 560 CY O o F�tOPOSED LOW __ _ \ o �4 SILL WETLAND \I• - - _ _ r. y r L \\ r DREDGE AREA'B' 1 - - -...,�I _- . �,...�. +. NET CUT = ±275 CY r� / ±1,358 SF - �V rt• `,,'• • <5m �� / - - . O / _ TOTAL NET CUT = _835 CY --. .,....,.... ,. r • •` r • 01 . . r NOTES 6 /� / g ff.. // • -'— � � _r^— ..,.. mow,. • r• r` \ rn ,..,: r a. X'(`7:5 _ — _. — X111\ r r . 1 - 9 �- . .. '• • r CO�• • • • • a �. •�• ', (S) 1. EXISTING RIP RAP/RUBBLE DEBRIS AND OBSTRUCTIONS SHALL BE REMOVED AND DISPOSED OF AT A LICENSED • 4 • r , r . . 1 O O PROPOSED STONE O `;•" ' :' (8'00 4� J / ' DISPOSAL FACILITY OFF-SITE. / -- 1 p ARMAMENT ALONG 1 �� - - �.; ` ,•�•• , a. + • f`;' t"• _ 2. MEAN HIGH WATER LEVEL IS BASED ON THE SURVEY PREPARED BY'JM LAND SURVEYING;JOHN MINTO,LS DATED WESTERN SHORELINE OF / -; ,:..� • r • o :'„ ._,;_ Z '• ,. AUGUST 16,2020,LAST REVISED JANUARY 2022,DATUM NAVD88. t� \ PENINSULA /.- r • « r « • 3. MEAN LOW WATER LEVEL IS BASED ON THE HYDROGRAPHIC SURVEY PREPARED BY SEA LEVEL MAPPING DATED 0 1 / • v _ ±750 SF(80 CY) �.,... DECEMBER 2020,DATUM MEAN LOWER LOW WATER. , c3� .' `'� . .. •• -' .... ..... �o, ti-.I= r \ — 4. CONTRACTOR SHALL USE THE APPROXIMATE 835 CUBIC YARDS OF DREDGED MATERIAL TO BACKFILL RETAINED 1 P • ' .' `'`, `.:- ;.•._' '? "”' ':,�',+• = Y;., �,,;�.'•' "''- 1. } AREAS ON EASTERN PENINSULA,AND ADJACENT UPLAND AREA. COMPACTION SHALL BE IN MAXIMUM 12”LIFTS. 17.44 -�' (B:Oo \ �� 1 a� cr 5 • ` ` • •;z • f ` .f >. \ k 5. CONTRACTOR SHALL INSTALL APPROXIMATELY 2,200 SQUARE FEET TOTAL TONNAGE OF STONE=375 TON 250 O Q ' " "�"" \ t \ CY)]OF STONE ARMAMENT AT THE BASE OF THE SEAWALL/BULKHEAD ALONG SOUTHERN SHORELINE OF EASTERN 5 Y S r N20 0� �D \ 75 JO .: �• •• _.. •: •: `; -'` ` • �.( • . : ,.....r PENINSULA AS SHOWN RIP RAP SHALL CONSIST OF A TOP LAYER OF 3 FT NOMINAL SIZE STONE(1.5 TON/STONE), CP PROPOSED DREDGE \ \ \ WITH AN UNDERLAYER OF 9"NOMINAL SIZE STONE(50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. n.� �llGfl WATER \ \ O 1� `\ ?`'' " ` \� ` ' r� \ < •r .. MATERIAL FILL FROM BASIN �� A • QUANTITY OF STONE ARMAMENT ABOVE SHW:600 SF(75 CY to / \ `.� \ _w ..} \ ) 1 I \ p �� `� &INLET CHANEEL(560 CY) —• O \ \ 4� • QUANTITY OF STONE ARMAMENT BELOW SHW. 1,600 SF(175 CY) LINE 0 0 6. CONTRACTOR SHALL INSTALL APPROXIMATELY 750 SQUARE FEET[TOTAL TONNAGE OF STONE= 125 TON(80 CY)] 1 av1 ationa \ \ \ O O OF STONE ARMAMENT AT THE BASE OF THE BULKHEAD ALONG WESTERN SHORELINE OF EASTERN PENINSULA AS 'w I \ � \ �' � Y?• < C. ,' PROPOSED DOUBLEWAL WALL g \ �f, :� ; j•-{ ` ---r SYSTEM,AS MANUFACTURED BY \ �� \ \ SHOWN. RIP RAP SHALL CONSIST OF A TOP LAYER OF 3 FT NOMINAL SIZE STONE 1.5 TON/STONE WITH AN \ MEAN HIGH c ). DOUBLEWAL TYP ±185 LF UNDERLAYER OF 9"NOMINAL SIZE STONE(50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. RELOCATED � \ ht of Ways, '� O � .... �.... ;.....�-._,......1 �..... , (TYP)5 5 .< }.-! (TW EL. WATER LINE \ E 1 JS OSPREY'S NEST \ \ \ _{ 1 } �� QUANTITY OF STONE ARMAMENT ABOVE SHW:525 SF(50 CY) 0 7. 0/ ��- _ _ _ J� J0 O \ ?"' EXISTING CONCRETE PROPOSED STONE ARMAMENT TO REPLACE APPROXIMATELY 250 CY OF ��j� • QUANTITY OF STONE ARMAMENT BELOW SHW:225 SF(30 CY) �1 \ \� \ RIP-RAP TO BE REMOVED EXISTING CONCRETE REVETMENT 8. EASTERN PENINSULA:LENGTH PROPOSED BULKHEADS: O 0 6� EXCESS MATERIAL SPREAD OVER w N73O I I I \ \ �O \ .� TYP ±2,200 SF(250 CY) 6,000 SF SHALL BE USED TO �(�(�� • LOW SILL BULKHEAD:220 FT 39 29 • BULKHEAD:270 FT E woo --2� �s ,� \ \ 5�G 6\ \\ °g \ PROPOSED 8-FT WIDE OYSTER SHELL TRANSITION PROPOSED PATHWAY �ja ` \\ j 5¢¢ J g g� �\ \ CP SURFACE(TYP)±1,750 SF.EL.8.0 TO MEET GRAVEL PAVEMENT 9. LENGTH OF PROPOSED SEAWALL("DOUBLEWAL"):±185 LF 1 J / / '� \ ' ;� \ \ \ o \ -� AREA TO BE PLANTED WITH NATIVE WITHIN ADJACENT AREA 10. AREA OF PROPOSED VEGETATED INTERTIDAL M f.26 j i $� 0/ \ \ \ AREAS TO BE DREDGED \ SEASIDE PLANTINGS(TYP)±3,808 SF PROPOSED SILT FENCE ALONG WETLANDS TO BE CREATED:1,358 SF N O I 11 1 6� \ \ \, o TO A DEPTH OF 6 FT THE LIMIT OF CLEARING. ` 11. AREA OF PROPOSED HIGH MARSH WETLANDS 0 3 2/ / W j��5� // �if� � �,5 \ 6, 6� \ \ BELOW MLW(TYP) -� CONTRACTOR SHALL FURNISH, TO BE CREATED:850 SF 1 , � \ \ �p INSTALL AND MAINTAIN SILT C i.aCP FENCE FOR THE DURATION OF < -� \ \ �'� ) \ c9 THE PROJECT. (TYP) Land now or formerly of �\ FL Southold Shores Association Inc. / \ �o\ \ \ P- E- C- ONIC 0 20 40 \ o `¢' DREDGE AREA'A' BAY CONSTRUCTION METHODOLOGY SCHEDULE t� A I I \ \ S 7,250 SF pROE1`E SCALE: 1"=20' M 7. 77 / O \ \ 1. INSTALLATION OF CONSTRUCTION FENCING DUPING ALL PHASES OF CONSTRUCTION TO IDENTIFY AND DELINEATE THE 0 1 /Dc ` C� cp N \ I \ \ WORK AREA. ��/ 11. GENERAL REVISION 08-31-23 MKA 1 11 492 \ \ 1 \ CP 2. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES FOR TEMPORARY STABILIZATION OF DISTURBED AREAS < N71 27 W I ` —5,/ 10. REVISED PER TRUSTEES 08-04-23 CS DURING CONSTRUCTION. _ I \ � 3. REMOVAL OF PORTIONS OF THE EXISTING CONCRETE REVETMENT LOCATED ON THE SOUTH SIDE OF THE EASTERN 9' REVISED PER TRUSTEES 06-28-23 DJG ° k �J 3 J \ \ c3` PENINSULA IN CONFLICT WITH THE INSTALLATION OF THE DOUBLEWALL AND BULKHEAD.MACHINERY ACCESS VIA 8. ISSUED FOR BID 03-07-23 DJG 17• 191 ¢ \ 61 \ — _ \ \ SAGE BOULEVARD(VEHICULAR)AND PECONIC BAY(BOAT/BARGE). O \ 7. REVISED PER NPV 02-09-23 DJG 4. ESTABLISH TURBIDITY CURTAIN AND BEGIN DREDGING OF MATERIAL WITHIN CHANNEL(AREA A)AND MARINA AREA B 3 N73°5714211 W v ` c ) 6. REVISED PER AC 12-12-22 DJG ; «--— -- -- - - - C: ° \ 6' 5. INSTALL SEDIMENT CONTROL ON BARGE TO MINIMIZE SEDIMENT OR MATERIAL TRANSFER BACK INTO CHANNEL VIA 5. REVISED PER NYSDEC 12-01-22 DJG I . � \ \ Z 1 / �� \ \ \ I \ RETURN FLOW. 4. REVISED PER ACOE 11-03-22 DJG , �[ Z �.3V __ =j j \ \ \ \ 6, c� �� \ ` 6. STAGE CONSTRUCTION EQUIPMENT,CONSTRUCTION MATERIALS,AND DREDGE MATERIAL WITHIN THE UPLAND GRAVEL 3. REVISED PER ACOE 08-29 22 DJG SEP 1? 3 I J _ �( 6 I �p s PAVEMENT AREA(UPLAND OF MHW).DREDGE MATERIAL SHALL BE PLACED TO ALLOW DRYING. N5503V 13911 W 1. �� / gh MACHINERY 2. REVISED PER NYSDEC 03-28-22 DJG _ ,�, ___ i 77-' - , p \ �� \ ACCESS \ 0A 7. BEGIN INSTALLATION DOUBLEWAL WALL SYSTEM (±185 LF)ALONG THE SOUTHERN SIDE OF THE EASTERN PENINSULA 1. REVISED PER OWNER/TEAM 01-12-22 DJG E;r• ;Trt� ' s? ° �� L/ �Q� ROUTE VIA TO ESTABLISH THE PERIMETER OF NEW PENINSULA FOOTPRINT. ---- �llG�l WAT>�R \ \ \ G PECONIC BAY No. REVISION DESCRIPTION DATE BY .L 0•��'� _5 �4 ��Q c� \ \ \ 6, 8. INSTALL LOW SILL BULKHEAD AND VINYL BULKHEAD SYSTEMS ALONG THE NORTHERN AND WESTERN SIDES OF THE /,A/� \\ O \ \ \ EASTERN PENINSULA TO ESTABLISH THE PERIMETER OF NEW PENINSULA FOOTPRINT. INSTALL NEW SINGLE LAYER OWNER/APPLICANT: N/G ADVISORS,LLC DREDGE & PENINSULA L tl ��\ \ '� / \ \ \ STONE ARMAMENT ON THE NORTH SIDE OF THE EAST PENINSULA ALONG THE TOE OF PROPOSED SLOPE. 1760 SAGE BLVD RESTORATION PLAN N�'OO0112711 W \\ s SOUTHOLD,NY 11971 M 9. AS THE PERIMETER STRUCTURE IS ESTABLISHED,BEGIN BACKFILL OF THE EASTERN PENINSULA WALL/BULKHEAD WITH STOCKPILED DREDGE MATERIAL VIA CRANE AND BARGE TANDEM. BACKFILL ELEVATION WILL RISE WITH THE 1SITE ADDRESS:760 SAGE BLVD BRICK COVE MARINA ELEVATION OF THE DOUBLEWALL ELEVATION. N \ / 6, \ \ SOUTHOLD,NY 11971 1760 SAGE BOULEVARD c,D / 6, \ �. / �\ c5` 10. CONTINUED DREDGING OF THE CHANNEL(AREA A)AND MARINA(AREA 6)TO ALLOW FOR A STEADY TURNOVER/SUPPLY r------ / 61 \ \ \ 6' OF MATERIAL FOR BACKFILL OF THE DOUBLEWALL AND BULKHEAD SYSTEMS VIA CRANE AND BARGE TANDEM. ��Q N�{� \ SITUATED IN / \� s ti� a, x. ar - GREENPORT 1 11. REMOVE PORTIONS OF REMAINING EXISTING CONCRETE REVETMENT AND INSTALL NEW STONE ARMAMENT ALONGH- N EROSION CONTROL NOTES / -�• �\� THE SOUTHERN SIDE OF THE EAST PENINSULA UP TO THE DOUBLEWAL WALL SYSTEM.PROGRESS SHALL BE LINEAR,TO '� �' ,, �+ �• TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK / O MAINTAIN SHORELINE PROTECTION AT ALL TIMES. , , 1. ALL PHASES OF DREDGING ACTIVITY SHALL BE FULLY ENCLOSED BY FULL DEPTH / -1 \ ,, „I '�► SCTM: DISTRICT 1000,SECTION 057, BLOCK O1, LOT 038.3 TURBIDITY CURTAINS DURING CONSTRUCTION TO PROTECT SURROUNDING WATERS. 6' 12. FINAL INSTALLATION OF THE DOUBLEWALL SYSTEM AND BULKHEAD TO MEET FINAL PENINSULA GRADE. Caw ^� -Cp \ 13. COMPLETE FINAL GRADING AND INSTALLATION OF INFRASTRUCTURE COMPONENTS. `��` 0 3172 \ Robinson & Muller N 2. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. / \ 6� �, -� F�ssto��' \ ' Engineers, P.C. 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AREA AS / \ 14. INSTALL VEGETATION FOLLOWING SITE STABILIZATION,SOIL RESTORATION AND APPLY TOPSOIL WHERE NECESSARY. \ 6, c3` _ 50 Elm Street o POSSIBLE WITHOUT INTERFERING WITH CONSTRUCTION OPERATIONS. / 6, \ INSTALLATION OF LOW SILL BULKHEAD PLANTING,UPLAND NATIVE SEASIDE PLANTINGS. a �; �° �\ Huntington,NY 11743 '�� \ Office:(631)271-0576 N 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION,TAKING INT \ / 6' 15. INSTALLATION OF OYSTER SHELL SURFACE. N Q b� \ �p Matthew K.Aylward,PE Fax:(631)271-0592 i ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY cS JO 6' www.rmengineering.com ° THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN AFFECT WATER LEVELS,VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. c9, ,1 16. REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES,UPON COMPLETION OF SITE STABILIZATION. NY State License No.093172 MINTO,L.S DATED AUGUST 16,2020,LAST REVISED 'Cp DWN.BY: DJG CHK'D.BY: MKA SCALE: 1”=20' SHEET: Z JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC 5. SILT FENCE SHALL BE INSTALLED IN UPLAND AREAS AS SHOWN TO CAPTURE \ O 17. INSTALLATION OF MISCELLANEOUS SITE FINISHES OF THE EASTERN PENINSULA. D _ ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED SEDIMENT DURING CONSTRUCTION. '� 3 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM p DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 ° NYS GIS VIEWER. 0 PROPOSED RELOCATED OSPREY'S NEST PROPOSED NATIVE SEASIDE PLANTINGS PER MITIGATION PLAN BY NPV PROPOSED VINYL BULKHEAD(TYP) 88'4' OYSTER SURFACE (EL.8-0I) TOP OF PROPOSED BULKHEAD(EL.7.00) TOP OF EXISTING BULKHEAD (EL.5.75) ... .... .. EXISTING STEEL ........... BULKHEAD TYP ........... ...... .... ... . . ..... SHW(EL.1.70) .... .... ... ... ........... ... MHW(EL. 1.20) .......... EXISTING MUDLINE NN ML: W(EL.0.00) —77, N \\\\\\\\\\ N� MLW(EL.-1.00) ±560 CY DREDGE r, z PROPOSE X D STONE MATERIAL FROM ARMAMENT ALONG DREDGE AREA"A"TO BE \< • SOUTH SIDE OF REMOVED AND PLACED II IION RETAINED UPLAND z PENINSULA. REFER TO AREAS OF EASTERN \\ \\ \\ \\ \\ \\ /\\ \\ \ \ \\ \\ \\ \\ CROSS SECTION A-A II I� PENINSULA(TYP) (EL.-6.00) ±80 CY PROPOSED STONE ARMAMENT ±15 CY PROPOSED DREDGED MATERIAL FILL FROM BASIN&CHANNEL DREDGE CHANNEL CROSS SECTION B-B. SCALE: .1 11= 1 4 DREDGE AND MATERIAL DISPOSITION ESTIMATE EAST PENINSULA EARTHWORK NET FILL = ±560 CY TOTAL DREDGE VOLUME:835 CY 835 CY-[560 CY I=275 CY EXCESS MATERIAL 250CY OF EXCESS MATERIAL SHALL BE USED TO TRANSITION PROPOSED PATHWAY E TO MEET GRAVEL PAVEMENT.15 CY OF EXCESS MATERIAL SHALL BE USED AS FILL ALONG PROPOSED BULKHEAD/REVETMENT ON THE WESTERN SIDE OF THE PENINSULA. 10 CY OF EXCESS MATERIAL SHALL BE USED TO BUILD NATURAL SLOPE ALONG PROPOSED BULKHEAD ON THE NORTHERN SIDE OF THE PENINSULA. E c, a. QUANTITY OF DREDGE MATERIAL BELOW SHW:1,1150 SF(35 CY) 0) b. QUANTITY OF DREDGE MATERIAL ABOVE SHW:4,750 SF(525 CY) I N C14 PROPOSED 8'-0"WIDE(t1,750 SF) OYSTER SHELL SURFACE PROPOSED SLOPE TO BE PLANTED WITH 0 4 8 28'-10" PROPOSED DREDGED COASTAL UPLAND PLANTINGS(±3,808 SF) 11 1 -1 MATERIAL FILL FROM BASIN 12" 81-111. 81-01, 24" (TYP) r-1 ip------- INLET CHANNEL(±560 CY) 44 1 0 - PROPOSED DOUBLEWAL WALL SYSTEM,AS SCALE:114" 1' M BY CRANE MATERIALS INTERNATIONAL(CMI)OR —0 FL PROPOSED STONE ARMAMENT (±2,200 SF, ±230 LF PROPOSED VINYL BULKHEAD AS MANUFACTURED MANUFACTURED BY DOUBLEWAL(TYP)±1 85 LF APPROVED EQUAL(TYP) M, E 250 CY)TO REPLACE EXISTING CONCRETE 0 8 16 D ±850 SF SLOPED AREA SHALL BE PLANTED WITH RIP RAP REVETMENT /1 - SALTMEADOW CORDGRASS(SPARTINA PATENS) 6--n ff 7-7111 0) 35 12'-0" to .00) EL.8 SCALE: 1/8"=1' 0 C14 TOP OF PROPOSED BULKHEAD(EL.7.00) TOP OF PROPOSED WALL(EL.7.00) 11. GENERAL REVISION 08-31-23 MKA TOP OF PROPOSED REVETMENT(EL. 5.00) ±1,358 SF PROPOSED TIDAL 6' WETLAND PLANTINGS4 N� Z 1 10. REVISED PER TRUSTEES 08-04-23 CS 2-01. [Z 21 EXISTING BOAT X -28-23 DJG SHW(EL.1.70 9. REVISED PER TRUSTEES 06 St!�' 1�10 MHW(EL.1.20) MHW(EL.1.20 BASIN BOTTOM TOP OF OW SILL BULK -------- 03 07-23 DJG MLW(EL.-1.00) ISSUED FOR BID 7. NO REVISION THIS SHEET 02-09-23 DJG (EL.-4.00) , PROPOSED HORIZONTAL IN 6. REVISED PER ACOE 12-12-22 DJG OW LAY LOG(TYP) ±220 LF PROPOSED Lft Vvi ±560 CY DREDGE SILL BULKHEAD PROPOSED TIMBER 5. REVISED PER NYSDEC 12-01-22 DJG z MATERIAL TO BE DEADMAN PILE(TYP) EXISTING PENINSULA 4. REVISED PER ACOE 11-03-22 DJG 0 REMOVED AND PLACED z z GRADE (TYP) III 0 ON PENINSULA UPLAND LEGEND 3. REVISED PER ACOE 08-29-22 DJG L I PROPOSED BOAT BASIN EXISTING MATERIAL TO SHW: SPRING HIGH WATER2. REVISED PER NYSDEC 03-28-22 DJGff > I BOTTOM REMAIN MHW: MEAN HIGH WATER 1. REVISED PER OWNER/TEAM 01-12-22 DJG PROPOSED 12"DIA.— TIMBER PILE(TYP) MLW: MEAN LOW WATER a No. REVISION DESCRIPTION DATE BY > EASTERN PENINSULA CROSS SECTION A-A OWNER/APPLICANT:CONKLING ADVISORS,LLC CROSS SECTION DETAILS 0 1760 SAGE BLVD co SCALE: 8 lot it SOUTHOLD,NY 11971 p Cq SITE ADDRESS: BRICK COVE MARINA 0 1760 SAGE BLVD o SOUTHOLD,NY 11971 1760 SAGE BOULEVARD 0 SITUATED IN M I co GREENPORT TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK A SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 0 Robinson & Muller 0 7 04 -z Engineers, P.C. R.Ar] V 0 09-x172 50 Elm Street Huntington,NY 11743 Office:(631)271-0576 0 04 Matthew K.Aylward,PE ENGINEENFNK� Fax:(631)271-0592 < www.rmengineering.com a_ THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN NY State License No.093172 4i MINTO,L.S DATED AUGUST 16,2020,LAST REVISED E DWN.BY: DJG CHK'D.BY: MKA SCALE: AS NOTED SHEET: 0 JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC z SURVEY PREPARED BY SEA LEVEL MAPPING DATED DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 cs— 1 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. PROPOSED STONE ARMAMENT TO REPLACE EXISTING PROPOSED RELOCATED OSPREY'S NEST CONCRETE REVETMENT PROPOSED VINYL PROPOSED NATIVE SEASIDE PROPOSED DOUBLEWAL WALL PROPOSED 8-FT WIDE E BULKHEAD(TYP) PLANTINGS(TYP) SYSTEM,AS MANUFACTURED BY OYSTER SHELL SURFACE o DOUBLEWAL(TYP)±185 LF (TYP) 21 10.0' 181.0' 8.8' E TOP BULKHEAD 7.00 0 •• TOP REVETMENT 5.00 - :. \ � ;\ \ ate., a�� \,,• \ " . \ - C14SHWEL. 1.70 W . \ \. W EL. 1.00 \ \ e \ \ \ \ :e Qom'' \\ a •a �- \, \ \\ \ \ \ \ \ \ � \ `:.� �_ .o`. z. \10 Wt. \ \\ \ \ 0 0 v 0 a 0 10 20 o o� SCALE:1"=10' M N O N 11. GENERAL REVISION 08-31-23 MKA M D 10. REVISED PER TRUSTEES 08-04-23 CS LEGEND 9. REVISED PER TRUSTEES 06-28-23 DJG SHW: SPRING HIGH WATER SOUTH VIEW OF EASTERN PENINSULA PROFILE 8. ISSUED FOR BID 0307-23 DJG o MHW: MEAN HIGH WATER A 7. NO REVISION THIS SHEET 02-09-23 DJG MLW: MEAN LOW WATER SCALE: 1"= 10' 6. REVISED PER ACOE 12-12-22 DJG 0 5. REVISED PER NYSDEC 12-01-22 DJG e 4. REVISED PER ACOE 11-03-22 DJG -•--- 0 -. 4., ", G r 4 n 0 3. REVISED PER ACOE 08-29-22 DJG '�? S 2. REVISED PER NYSDEC 03-28-22 DJG i 1. REVISED PER OWNER/TEAM 01-12-22 DJG ,,.•..,. ,. •�_.,._1 o No. REVISION DESCRIPTION DATE BY � -'~•---- F ,;,.``f-..,';,." " OWNER/APPLICANT: U CONK LING ADVISORS,LLC 1760 SAGE BLVD EASTERN PENINSULA PROFILE Y SOUTHOLD,NY 11971 m N SITE ADDRESS: BRICK COVE MARINA 0 I 1760 SAGE BLVD N sourHOLD,Nv11971 1760 SAGE BOULEVARD O SITUATED IN M GREENPORT v TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 o l Robinson & Muller Ila Engineers, P.C. �R,:, ' 50 Elm Street 'OFEJJiV '� A Huntington,NY 11743 0 IL Ilk 'GINEENNG' Office:(631)271-0576 o Matthew K.Aylward, PE Fax:(631)271-0592 N CL THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN NY State License No.093172 www.rmenglneenng.com 6 MINTO,L.S DATED AUGUST 16,2020,LAST REVISED E DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=10' SHEET: _ z° JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 3 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM ° NYS GIS VIEWER. o + + + N � Z" \ � + + + + + + ^�, BOUNDARIES KEY + MITIGATION KEY PROPOSED VINYL + + + + + + + + PROPERTY LINE PROPOSED CREATED INTERTIDAL E ULKHEAD (230 LF) + + ++ + + WETLAND ( ±1 ,358 SF) STW 7.00) + + + + + + + MEAN HIGH WATER (MHW) + + + + + + + + Q - y, PROPOSED CREATED HIGH MARSH ( + + + + ++ + + + MEAN LOW WATER (MLW) WETLAND ( ±524 SF) S 1 Q AREA TO BE / o ++ + + + + + + WETLAND LINE PROPOSED COASTAL UPLAND ZONE DREDGED To A TO BE REVEGETATED WITH NATIVE PROPOSED AREA TO BE DEPTH OF 4 FT PROPOSED LOW / + +++ + + ++ + eIe tl'IC pat1el � � 6 BELOW MLW (TYP) SILL BULKHEAD �+Q + + + �j RAVEL SPECIES (±3 ) APPROXIMATELY 10 NATURALLY SLOPED (220 LF) + + 1 1I ht '808 SF CY OF EXCESS AND PLANTED WITH DREDGE AREA �' + + + v RIP RAP KEY MATERIAL TO BE SALTMEADOW (TW EL. 0. 3) + + + + P A VE M E USED TO BUILD CORDGRASS (SPARTINA 3,475 SF - / + + + ++ + + + ++ n j__._ - EXISTING HIGH MARSH ZONE SHRUBS NATURAL SLOPE PATENS) r + + + + + + ole EXISTING RIP RAP TO BE DISTURBED (±140 SF) ALONG PROPOSED ±850 SF + + + + + + + O BULKHEAD ON THE _ -- --- - -- -- N + + + ++++ + + + manhole MA INERY I- T NORTHERN SIDE of - ` + + + + + planters AC Ess ROUTE - EXIST. RIP RAP UNDERWATER OYSTER SHELL SURFACE (±1 ,750 SF THE PENINSULA. PROPOSED LOW �, � __� �-` � � �� o REFER TO CROSS SILL WETLAND - `, + + + + V A SAGE ( ) SECTION A-A. (1,358 SF / _ + + + + +� ouLEVARD PROPOSED ARMAMENT NORTH INTERTIDAL ZONE (±270 SF) 0 x;u PROPOSED VINYL M + + + + O BE RELOCATED BULKHEAD '(40 + + + + +_ _:+ ..�---- ,�- �+�,t �- + , T + + + + + + + LF) + + + - h+ _-* ;"+ .-._ EROSION CONTROL NOTES: NORTH INTERTIDAL ZONE (±170 SF + 1. All phases of dredging activity shall be fully enclosed b full , T.-� =� .. Y TO BE MODIFIED/ADDED + + + + +_ �- - - s� depth turbidity curtains during construction to protect ,, ,ate_ �,. , •• ' w w. `----- surrounding waters 2. Turbidity curtain shall not be placed across a flowing waterway. Y PROPOSED STONE / j - _ - �-4 3. The turbidity curtain shall be placed as close to the work area . DREDGE AREA KEY ARMAMENT ALONG as possible without interfering with construction operations. WESTERN SHORELINE " - �- y_ G` 4. The contractor shall continually monitor the installation, taking OF PENINSULA <_ + - '` � g 6 �- + � ' . .> .� .� DREDGE AREA 'A' (6.0') ±560 CY ±750 SF 80 CY u e � �� _ Into account weather patterns and prevailing wind directions ( ) ( ) - , .►� that may affect water levels, velocity and movement of the \ RELOCATED-/, / _ turbidity DREDGE AREA 'B' (4.0') (±275 CY) 5. Silt fencing will be installed in upland area to captureOSPREY S NEST + + + + + + ;, \ , ��•� i ji �A 1. ��+ + + +` � z+ . � ' + + �- �'• • sediment during construction. + + + .+ E+ PROPOSED DREDGTOTAL DREDGE AREA 835 CY MATERIAL FILL FROM + "+ BASIN & INLET CHANNEL r � k } , PROPOSED DOUBLEWAL WALL (560 CY) + + + + + + + } SYSTEM, AS MANUFACTURED BY + + + COASTAL UPLAND ZONE-PLANT LIST + DOUBLEWAL (TYP) ±185 LF + PROPOSED STONE ARMAMENT TOTYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING REPLACE EXISTING CONCRETE APPROXLMATELY 250 CY OF EXCESS MATERIAL SPREAD EXISTING CONCRETE REVETMENT OVER 6,000 SF SHALL BE RIP-RAP TO BE ±2,200 SF (250 CY) USED TO TRANSITION 92 Asclepias tuberosa ButterFlyweed PLUG 18"O.C. 4� ��. A � ��' REMOVED (TYP) PROPOSED PATHWAY TO PROPOSED 8-FT WIDE OYSTER MEET GRAVEL PAVEMENT 92 Ba tisia australis Blue False Indigo pPLUG 18"O.C. AREAS TO BE SHELL SURFACE (TYP) ±1,750 WITHIN ADJACENT AREA 6 6 % p� \ �` DREDGED TO A SF. EL. 8.0 92 Eupatorium hyssopifolium Late Boneset PLUG 18"O.C. � � ' ,�,� ., DEPTH OF 6 FT PROPOSED SILT FENCE AREA TO BE PLANTED WITH ALONG THE LIMIT OF BELOW MLW (TYP) NATIVE SEASIDE PLANTINGS CLEARING. CONTRACTOR 92 uama graminifolia Flat-to goldenrod EthiP g PLUG 18'O.C. .(.TYP) 13,808 SF SHALL% AND MAINTAINISSILT�FEN LL i CE - - 92 Helio sishelianthoides Ox-eye Sunflower PLUG 18"O.C. FOR THE DURATION OF THE a PROJECT. TYP z (TYP) z 18 Hibiscus moscheutos Rose Mallow 3 QT 18"O.C. 01 Lu 28 Hudsonia tomentosa Beach Heather 3 QT 18"O.C. x j / DREDGE AREA 'A' F1�E 7,250SF 45 Opuntia humifusa Prickly Pear cactus 3 QT 18"O.C.� . 92 Solidago sempervirens Seaside Goldenrod PLUG 18"O.C. N ii 92 Symphyotrichum novi-bel 9' New York aster PLUG 18' O.C. CONSTRUCTION METHODOLOGY SCHEDULE: � 92 Zizea aurea Golden Alexander PLUG 18"O.C. 1. Installation of construction fencing duping all phases of construction to identify and delineate the work area. CO 92 Andropogon virginicus Broom sedge PLUG 18"O.C. W ' 2. Installation of perimeter erosion control measures for temporary stabilization of �, 92 Panicum virgatum Switchgrass PLUG 18"O.C. disturbed areas during construction. 3. Removal of portions of the existing concrete revetment located on the south side y p ,� 183 Schizach num sco arium Little Bluestem PLUG 18'O.C. i of the eastern peninsula in conflict with the installation of the doublewal and j 7 Baccharis halimifolia Groundsel bush 1 GAL 60 O.C. bulkhead. Machinery access via Sage Boulevard (vehicular) and Peconic Bay „ �' (boat/barge). /.-MACHINERY 4. Establish turbidity curtain and begin dredging of material within channel (area a) m 12 Myrica pensylvanica Bayberry 1 GAL 60"O.C. ACCESS and marina (area b). LL ROUTE VIA 28 Prunus maritima Beach plum 1 GAL o % PECONIC 5. Install sediment control on barge to minimize sediment or material transfer back 60"O.C. PP E 5 � " into channel via return flow. BAY 6. Stage construction a ui ment, construction materials, and dred a material within 13 Rosa virginiana Low-pasture rose 1 GAL so°O.C. BOARD OF C TRUSTEES q p g the upland gravel pavement area (upland of mhw). Dredge material shall becc TOWN ®�, C}UTH��D 4 Juniperus virginiana Eastern Red Cedar 5 GAL 96"O.C. placed to allow drying. DATE7. Begin installation doublewal wall system (±185 LF) along the southern side of the w 3 Prunus serotina Black Cher S& j�(�j� (� 2p2� �p \ W ® Cherry 5 GAL 96"O.C. i \ eastern peninsula to establish the perimeter of new peninsula footprint. a 8. Install low sill bulkhead and vinyl bulkhead systems along the northern and 2 Pinus strobus Pitch Pine 5 GAL 96"O.C. .._- __..._ western sides of the eastern peninsula to establish the perimeter of new peninsula footprint. Install new single layer stone armament on the north side of the east peninsula along the tow of proposed slope. TIDAL WETLAND ZONE-PLANT LIST 9. As the perimeter structure is established, begin backfill of the eastern peninsula wall/bulkhead with stockpiled dredge material via crane and barge tandem. Backfill elevation will rise with the elevation of the doublewall elevation TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING NOTES: A. Quantity of stone armament above SHW: 600 SF (75 CY) 10. Continued dredging of the channel area a and marina area b to allow for a OVERALL PLAN B. Quantityof stone armament below SHW: 1 600 SF 175 CY g g ( ) ( ) � ' ( ) steady turnover/supply of material for backfill of the doublewall and bulkhead 1,900 Spartina alterniflora Smooth Cordgrass PLUG 12"O.C. SCALE: 1 20' 1. Existing rip rap/rubble debris and obstructions shall be removed and 6. Contractor shall install approximately 750 SF [Total Tonnage of stone = systems via crane and barge tandem. disposed of at a licensed disposal facility off-site. 125 Ton (80 CY)] of stone armament at the base of the bulkhead along 11. Remove portions of remaining existing concrete revetment and install new stone No. 2 DATE- 0"-2023 FiEV0014 MATCH R+M REVISIONS FROM 0e-3t-2023 BY.cc 2. Mean high water level is based on the survey prepared by 'JM Land western shoreline of eastern peninsula as shown. Rip rap shall consist armament along the southern side of the east peninsula up to the doublewal wall No. 1 DATE: 06-30-2023 REIISIM PER TOWN COMMIENTS - -By-SR surveying; John Minto, is dated August 16, 2020, last revised January of a top layer of 3 ft nominal size stone (1.5 ton/stone), with an system. Progress shall be linear, to maintain shoreline protection at all times. 2022, datum navd88. underlayer of 9" nominal size stone(50 lbs/stone). All stone shall be 12. Final installation of the doublewall system and bulkhead to meet final peninsula MITIGATION PLAN owls.Eff- Cc 3. Mean low water level is based on the hydrographic survey prepared by from a local quarry. grade. sea level mapping dated December 2020, datum mean lower low water. A. Quantity of stone armament above SHW: 525 SF (50 CY) 13. Complete final grading and installation of infrastructure components. BRICK COVE MARINA DATE 12/02/2022 4. Contractor shall use the approximate 835 cubic yards of dredged B. Quantity of stone armament below SHW: 225 SF (30 CY) 14. Install vegetation following site stabilization, soil restoration, and apply topsoil SITUATED AT CWD BY, BR material to backfill retained areas on eastern peninsula, and adjacent 7. Eastern peninsula: length proposed bulkheads: where necessary. Installation of low sill bulkhead planting, upland native seaside 1760 SAGE BLVD, GREENPORT upland area. compaction shall be in maximum 12" lifts. A. low sill bulkhead: 220 ft SOUTHOLL7, SUFI=OLK COUNTY, NEW YORK DATA 12/02/2022 20 o to 20 4o p p plantings. 5. Contractor shall install approximately 2,200 square feet [total tonnage B. bulkhead: 270 15, Installation of oyster shell surface. SCTM:DW 1000,SECT.057,BILK.01,LOT 36.3 JM No: 21009 of stone = 375 ton (250 CY)] of stone armament at the base of the 8. Length of proposed seawall ("Doublewal"): ±185 LF 16. Removal of all temporary erosion control measures, upon completion of site I �: seawall/bulkhead along southern shoreline of eastern peninsula as 9. Area of proposed vegetated intertidal wetlands to be created: 1,358 sf stabilization. NELSON, POPE S.VOORHIS, LLC INCH ON F-n shown. Rip rap shall consist of a top layer of 3 ft nominal size stone (1.5 10. Area of proposed high marsh wetlands to be created: 850 SF 17. Installation of miscellaneous site finishes of the eastern peninsula. NPV ENVIPt MML�NTAL . L_^MM UM . �NN„p, CADS 2M--BMP 20 F%Er ton/stone), with an underlayer of 9" nominal size stone (50 lbs/stone). 70 MAXJ� PVo w , NY "747-2168 SCAB r-2EY All stone shall be from a local quarry. c45M3 •=17-aero SHEET: 1 OF 2 PROPOSED RELOCATED OSPREY'S NEST IIh PROPOSED NATIVE SEASIDE PLANTINGS PER MITIGATION PLAN BY NPV PROPOSED VINYL 88,-0" 15'-0 PULKHEAD (TYP) II, OYSTER SURFACE 14,(EL. 8.00) TOP OF PROPOSED RULKH D -EL. TOP OF EXISTING BULKHEAD (EL. 5.75) EXISTING STEEL BULKHEAD (TYP) s. S HW MHW (EL. 1,20) EXISTING MUDLINE er DREDGE MLw (EL, -1,00) MATERIAL FR OM DREDGE AREA V "A"TO BE REMOVED PROPOSED STONE ARMAMENT AND PLACED ON ALONG SOUTH SIDE OF RETAINED UPLAND PENINSULA. REFER TO CROSS TERN AREAS OF EAS SECTION A-A >Y -6.00) 77 (EL. PENINSULA (TYP) 7/77 ±80 CY PROPOSED STONE ARMAMENT ±15 CY PROPOSED DREDGED MATERIAL FILL FROM BASIN & CHANNEL PENINSULA CROSS SECTION A-A SCALE: 1 60' PROPOSED 8-'- 0" WIDE (±1 ,750 SF) OYSTER SHELL SURFACE PROPOSED DREDGED MATERIAL FILL FROM BASIN & INLET CHANNEL (±560 CY) 28'- 10" PROPOSED SLOPE TO BE PLANTED WITH COASTAL 11 '- 0" 12 8'- 11 " 81- 0 8'- 11 " 24' UPLAND PLANTINGS (±3,808 SF) (TYP) ±230 LF PROPOSED VINYL BULKHEAD AS MANUFACTURED BY CRANE MATERIALS INTERNATIONAL (CMI ) OR APPROVED PROPOSED DOUBLEWAL WALL SYSTEM , AS EQUAL (TYP) MANUFACTURED BY DOUBLEWAL (TYP) ±185 LF ±850 SF SLOPED AREA SHALL BE PLANTED WITH =�= PROPOSED STONE ARMAMENT (± 2, 200 SF, 250 CY) SALTMEADOW CORDGRASS (SPARTINA PATENS) TO REPLACE EXISTING CONCRETE RIP RAP REVETMENT 12 ±19358 SF PROPOSED TIDAL PL WETLAND PLANTINGS (EL. , 8. 00) TOP OF PROPOSED BULKHEAD (EL. 7. 00) �Op OF PROPOSED WALL (EL. 7.00) ±49.560 CY DREDGE MATERIAL TO BE \ \/ 7 5 ,' /;\ X" TOP OF PROPOSED REVETMENT (EL. 5.00) 6 REMOVED AND PLACED ON PENINSULA UPLAND o x EXISTING BOAT x SHW (EL. 1 .70) SHW (EL. 1 .70 N, N MHW (EL. 1 .20) MHW (EL. 1 .20) BASIN BOTTOM P OF LO�W SILL BULKHEAD (EL--G TO MLW (EL. —1 .00) A E i/bo) "W % 'MUD' d N (EL. -4. 00) RO ,SED UDC PROPOSED HORIZONTAL ±220 LF PROPOSED -] %'. ..... PROPOSED BOAT LAY LOG (TYP) BASIN BOTTOM LOW SILL BULKHEAD EXISTING MATERIAL TO REMAIN -",' PROPOSED TIMBER EXISTING PENINSULA PROPOSED 12" DIA. TIMBER PILE (TYP) ---- DEADMAN PILE (TYP) GRADE (TYP) SOUTH VIEW OF PENINSULA PROFILE SCALE: 11 50' No. 2 DATE- 09-01-2023 FEVOW MATCH R+M REVISIONS FROM 08-31-2023 BY.cc No. I DATE; 06-30-2023 FEVOM.PER TOWN COMMENTS SECTION ELEVATIONS DVN.BY. CC BRICK COVE MARINA DATE: 12/02/2022 19MATM AT CWD BY: M 1760 SAGE BLVD, GREENPORT DATE-- 12/02/2022 SC>U-n-lC>L-r->, SUFFOLK 4--00UN-rY, NEW/ YORK SCTM:DIST M,SECT 057,BL-K M LOT 382 JOB No 21M FLE No.- NELSON, POPE &VCK>RHIS, L-L.C:: CAM. 2M-BW v 70 rKDAMP. SCALE. AS SHOWN COW" SHEEP 20F2 MNELSON POPE VOORHIS environmental•land use •planning September 5, 2023 VIA EMAIL AND EXPRESS DELIVERY Glen Goldsmith, President Town of Southold Board of Trustees Southold Town Hall Annex 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 Re: Brick Cove Marina;Conkling Advisors LLC Shoreline Stabilization and Dredging Project NPV No. 21009 Dear President Goldsmith: Pursuant to the telephone conversation on Wednesday August 30, 2023, between you and NPV staff regarding the Trustees' conditional approval (resolution at the April 19, 2023 meeting) of the Brick Cove Marina shoreline stabilization and dredging project,the project plans have been updated to address the following: • The single layer 20±CY stone armament proposed at the toe of the naturalized slope on the north side of the peninsula has been removed and the naturalized slope has been adjusted accordingly. The updated plans address the approval conditions set forth by the Trustees on April 19, 2023. Two (2) sets of the engineering plan set, last revised by R&M Engineers, P.C. on August 31, 2023 and Mitigation Plan set, last revised by NPV on September 1, 2023 are included herewith for Trustees review and approval. We therefore request a Town of Southold Chapter 275 Wetlands and Shoreline permit to proceed with the proposed activities. Should there be any questions please do not hesitate to contact me. Sincerely yours, NELSON,POPE&VOORHIs,LLC r Brant Reiner D E E � 11 E Partner cc: Andrew Salomon, Brick Cove Marina SEP - 6 2023 Peter Stein, Brick Cove Marina Southold Town Matthew Aylward, R&M Engineering Board of Trustees Martin Finnegan, Esq. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley:156 Route 59,Suite C6,Suffern,NY 10901 9 845.368.1472 ll� NELSON POPE VOORHIS f� environmental• land use •planning TRANSMITTAL FORM TO: Glen Goldsmith, President FROM: Brant Reiner Town of Southold Board of Trustees DATE: September 5, 2023 Southold Town Hall Annex PROJECT: Brick Cove Marina Shoreline 54375 Main Road Stabilization & Dredging Project P.O. Box 1179 NPV No.: 21009 Southold, NY 11971 REF: VIA: Regular Mail rX Overnight 0 Messenger F—] Pick-Up COPIES • 1 Cover letter dated 9/5/23 (previously emailed on 9/5/23 to Diane Disalvo from Justin Ames) 2 Engineering Plan sets from R&M Engineering, last revised on 8/31/23 2, Mitigation Plan sets from NPV, last revised on 9/1/23 1 Copy of email � C i REMARKS: cc: (via email only) 19 E Andrew Salomon,Brick Cove Marina Peter Stein,Brick Cove Marina �J Matthew Aylward,R&M Engineering S E P 6 2023 Martin Finnegan,Esq. Southold Town Board of Trustees Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Ashley Mardszyn Subject: FW:Conkling Advisors LLC- Dredging and Shoreline Stabilization Plans Permit Set Submission Attachments: 2023-09-05-Trustees Dredging and Shoreline Stabilization Permit Plans Resubmission.pdf From:Justin Ames Sent:Tuesday, September 5, 2023 2:07 PM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Cc: Brant Reiner<breiner@nelsonpope.com>; Martin Finnegan<mfinnegan@northfork.law> Subject: Conkling Advisors LLC- Dredging and Shoreline Stabilization Plans Permit Set Submission Dear Diane, Submitted herewith is the permit set of engineering and mitigation plans for the Conkling Advisors LLC project to dredge and perform shoreline stabilization at the Brick Cove Marina property.These plans incorporate all conditions of approval made by the Trustees at the April 19, 2023 meeting.Two (2)full size, hard copy sets of these plans have been mailed to the Southold Town Trustees Office to the attention of Trustees President Goldsmith and should arrive tomorrow.When you have received the physical submission, please respond to this email to confirm your receipt. The project is well-conceived and designed and meets the Trustees' conditions for approval.The applicant thereby requests a Town of Southold Chapter 275 Wetlands and Shoreline permit to proceed with the proposed activities. Should there be any questions please do not hesitate to contact me. Thank you, Justin Ames Justin Ames, LEED AP O+M Environmental Scientist 6 NELSON POPE VOORHISL 6�J/ Long Island: 70 Maxess Road, , NY 11747 SEP 6 2023 Hudson Valley: 156 Route 59,Suite C6, Suffern, NY 10901 o: 631.427.5665 x238 Soutiyald TovJn james@nelsonpopevoorhis.com Board ofrrustees nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable lay. If you are not the intended recipient or such recipient's employee or agent you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. 1 FW: Conkling Advisors LLC - Dredging and Shoreline Stabilization Plans Resubmission Justin Ames <james@nelsonpope.com> Mon 8/14/2023 10:23 AM To:Ashley Marciszyn <AMarciszyn@nelsonpope.com> 1 attachments(7 MB) 2023-08-10-Trustees Dredging and Shoreline Stabilization Permit Plans Resubmission.pdf; Please see the BCM digital submission (dated August 10,2023) below Justin Ames, LEED AP O+M NPV Environmental Scientist o: 631.427.5665 x238 From:Justin Ames Sent:Thursday,August 10, 2023 3:12 PM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us>; Martin Finnegan<mfinnegan@northfork.law> Cc: Krupski, Nick<nickk@southoldtownny.gov>; Brant Reiner<breiner@nelsonpope.com> Subject: Conkling Advisors LLC-Dredging and Shoreline Stabilization Plans Resubmission Dear Diane, Submitted herewith are the latest revisions to the Brick Cove Marina engineering plans set and mitigation plans in response to comments received from the Trustees in an email correspondence dated August 1, 2023.These plans incorporate all conditions of approval made by the Trustees at the April 19, 2023 meeting. The project is well-conceived and designed and meets the Trustees'conditions for approval.The applicant thereby requests a Town of Southold Chapter 275 Wetlands and Shoreline permit to proceed with the proposed activities. Should there be any questions regarding the updated plans or the project in general, please do not hesitate to contact me. Thank you, Justin Ames i�'y _ 0 �' r' 1 Justin Ames,LEED AP O+M � i Environmental Scientist AUG 1 6 2023 NELSON POPE V O O R H I S' --sQ,�f,Q�a cvn—� Long Island: 70 Maxess Road,, NY 11747 _ Board ofTrustf!es Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 o: 631.427.5665 x238 james@nelsonpopevoorhis.com nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law.If you are not the intended recipient or llM NELSON POPE VOORHIS r� environmental•land use •planning August 10, 2023 VIA EMAIL AND EXPRESS DELIVERY Glen Goldsmith, President Town of Southold Board of Trustees Southold Town Hall Annex 54375 Main Rd. E V E P.O. Box 1179 I Southold; NY 11971 AUG 1 6 2023 Re: Brick Cove Marina; Conkling Advisors LLC Shoreline Stabilization and Dredging Southold Town Board of Trustees NPV No. 21009 Dear President Goldsmith: Pursuant to the Southold Town Trustees comments received via email on August 1, 2023 and the conditions of approval made at the Trustees April 19,2023 meeting,the plan set for the proposed dredging and shoreline stabilization project at the Brick Cove Marina have been updated to address the following: • All previously proposed EConcrete products,including 20 Tide Pool units and 12 Coastalock units, have been removed from the proposed plans, demonstrating that the revetment will be constructed of natural stone,which is consistent with the plans received by the Trustees on July 3, 2023. • The proposed replacement of the osprey pole on the peninsula is now clearly depicted in all plans. Two (2) sets of the engineering plan set, last revised by R&M Engineers, P.C. on August 7, 2023 and Mitigation Plan set, last revised by NPV on August 7, 2023 to address the Trustee conditions noted above are included herewith for Trustees review and approval. We believe that the project is well-conceived and designed. It meets the Trustees'conditions for approval,the NYSDOS's objectives for sustainable waterfront communities, is recognized by the Town as being consistent with the Town's LWRP criteria, is consistent with the standards for issuance of a permit under Article 25 of the NYSECL and the regulations contained in 6NYCRR Part 661 and is consistent with the standards for issuance of a permit from the Department of the Army United States Army Corps of Engineers. We therefore request a Town of Southold Chapter 275 Wetlands and Shoreline permit to proceed with the proposed activities. Should there be any questions regarding,the updated plans or the project in general, please do not hesitate to contact me. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Vailey:156 Route 59,Suite C6,Suffern,NY 10901 845.368.1472 Brick Cove Marina;Conkling Advisors LLC Shoreline Stabilization and Dredging Trustees Resolution of Conditional Approval Sincerely yours, NELSON,POPE&VOORHIS,LLC Brant Reiner _ Partner �'= cc: Andrew Salomon, Brick Cove Marina , Peter Stein, Brick Cove Marina AUG 1 6 2023 Matthew Aylward, R&M Engineering Martin Finnegan, Esq. Southold Town B°ard of Trustees N P V Page 2 of 2 NELSON POPE VOORHIS fes+ environmental•land use •planning TRANSMITTAL FORM TO: Glen Goldsmith, President FROM: Brant Reiner c/o Justin Ames Town of Southold Board of Trustees DATE: August 14,2023 Southold Town Hall Annex PROJECT: Brick Cove Marina 54375 Main Road NPV No.: 21009 Southold, NY 11971 REF: Shoreline Stabilization & Dredging VIA: Regular Mail I I Overnight 0 Messenger Pick-Up COPIES • 1 Cover letter j 2 Sets of Engineering Plans, last revised by R&M Engineers, P.C. on 8/7/23 2Mitigation Plan and Section Elevations, last revised by NPV on 8/7/23 I - i i 1 Copy of email of digital submission sent in by Justin Ames on 8/10/23 i i AUG 2023 - REMARKS: Southoiu Tovin Board of Tn�stees cc: VIA EMAIL ONLY Andrew Salomon,Brick Cove Marina Peter Stein,Brick Cove Marina Matthew Aylward,R&M Engineering Martin Finnegan,Esq. Long Island:70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 DiSalvo, Diane From: Justin Ames <james@nelsonpope.com> Sent: Wednesday,July 19, 2023 9:47 AM To: DiSalvo, Diane Cc: Krupski, Nick; andrew@brickcove.com; peter@brickcove.com; Brant Reiner; Chic Voorhis; maylward@rmengineering.com; Martin Finnegan Subject: RE:Conkling Advisors LLC - Dredging and Shoreline Stabilization Plans Resubmission Attachments: 221208_ECOncrete_FAQ Document 2022_lnc.pdf,221221_Classic Tide Pool Armor Technical Pages.pdf,221023-Armor Blocks Technical Pages.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Diane, Submitted herewith are some informational materials from Econcrete with descriptions f the composition, purpose, and function.of the Econcrete Tide Pools and Coastalock Armor Block systems proposed to be incorporated into the design of the shoreline stabilization portion of this project. Our goal in including these improvements is to increase the ecological benefits,enhance biodiversity of the proposed project, as well as further support mitigation efforts to offset impacts due to temporary disturbance of shoreline habitats.These innovative Econcrete improvements will serve to provide a long-lasting barrier to erosive tidal wave energies while providing new suitable habitats for intertidal species. Included below are brief descriptions of the two Econcrete systems proposed: Econcrete Classic Tide Pool Armor units are an ecologically supportive breakwater system designed to be seamlessly integrated into traditional shoreline stabilization methods.These Tide Pool units provide shoreline protection whilst biologically enhancing intertidal areas.These units are designed to be installed between the mean low water and mean high water lines so that they may use tidal action to facilitate the colonization of intertidal species and mimic the processes that occur in natural intertidal areas.The composition of the concrete used in these units incorporates both macroscopic and microscopic features which facilitate colonization of native intertidal species.The applicant proposes to install 20 of these tide pool units, arranged in four groups of 5 units each,to create 288 additional square feet of intertidal habitat. Econcrete Coastalock Single-Layer-Armor units are modular infrastructure designed for toe protection, integration into breakwaters, ripraps, and revetments, or scour protection.These units are deigned to provide long-lasting defense against wave action and erosive pressures while facilitating biodiversity and carbon sequestration.These units feature several textured caves at each face,similar in function to the Tide Pools,to act as a protective hub for fish and wide variety of marine life.The applicant proposes use of 12 of these Coastalock units, arranged in 2 groups of 6 units each,to compliment the natural stone revetment and provide additional shoreline stabilization and protection while increasing the availability of habitat for intertidal species by 192 square feet. Should you have any additional questions or comments please do not hesitate to contact me. Thank you, 1 Justin Ames i Justin Ames, LEED AP O+M LW N PV Environmental Scientist i o: 631.427.5665 x238 From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent: Friday,July 14,2023 8:31 AM To:Justin Ames<james@nelsonpope.com> Cc: Krupski, Nick<nickk@southoldtownny.gov> Subject: RE: Conkling Advisors LLC-Dredging and Shoreline Stabilization Plans Resubmission The Trustees are in the process of reviewing the revised plans,they would like for you to provide further explanation regarding the proposed concrete tide pool system and the proposed armor block system. Thank You Dia n,e Disc LVO office f ce Assist6�n.t southolua Town.Trv-stees T>.D. fox,1;9 'SOV-11-1/101-d' NY 12971 From:Justin Ames<iames@nelsonpope.com> Sent:Wednesday,July 5, 2023 4:31 PM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Cc: Brant Reiner<breiner@nelsonpope.com>; andrew@brickcove.com; peter@brickcove-.com Subject:Conkling Advisors LLC- Dredging and Shoreline Stabilization Plans Resubmission Dear Diane, Submitted herewith are the digital versions of the cover letter, Engineering Plans Set and Mitigation Plans Set hand delivered to the Trustees Office the afternoon of Monday July 3, 2023, in support of the Conkling Advisors LLC application for the proposed dredging and shoreline stabilization project. Should you have any questions about the enclosed materials please do not hesitate to contact me. Thank you, Justin Justin Ames, LEED AP O+M Environmental Scientist NELSON POPE VOORHIS Long Island: 70 Maxess Road,, NY 11747 Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 2 o: 631.427.5665 x238 james@nelsonpopevoorhis.com nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient orsuch . recipient's employee or agent,you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 r �Ull BR INS CC? NCR�ETET:<O LIFE FA� atirt r'�, 0 rA `�'r��i•'. � ��:�1}r�N i ,� ^rr 13 *,i� ':' /Y i FREQUENTLY ASKED QUESTIONS T ECONCRETE +��. �. '� f''.:fico .. rv,Tw �;:k��•'� . _ 41, �.v'r1J .�` ,�4'a. .'r� " tir1 ��5�.: A✓e' +�'1.i='$r 1i�'",y ., - :-�',.�, {•�,.�.• ��6,., 1.,r .�.. �,:�? `,�=`.:�1 c"M �r 'c,�q +1►�V e, 1.., ,, Vim. Table Of Contents What are you selling? 2 What is the structural performance? 3 How do the ecological benefits work? 4 What is the ROI? 5 What language do I use to specify ECOncrete in a tender? - - our online FAQ www.econcrete.us •R r ML ti 1'� rn J F r J rl -�, bffbUSan Diegot, wing,Bre at@rs t tV�ng'PorCs 2021. J "2013 See project See project See project AaX FREQUENTLYASKED QUESTIONS ECONCRETE Q2: What's the structural performance? Part Ao Chemically Balanced Admixture Concrete mixes with ECOncrete Admixture: p� Meet & Exceed �d International construction standards required for concrete mixing Reduce Coe Emissions C®a Of production, over 90% recycled & byproduct material make up admix composition r Store Coe By promoting calcitic & photosynthetic marine organisms Industry Standards Routinely tested in certified laboratories, ECOncrete's Admix complies with the following standards: • SI 89 ° ASTM C494/C494M • E N 934-12008 ° AS 1478.1-2000 (R2018) EN 934-2:2009 +A]:2012 _ ryaxarda+s ttunth ,sY� `� a �; 7reduct is not cI fi.d GOB- aRegulatw m°a�ylplo >12105alrtYdaa i H xx F. -ansumPtan aY dresWta:orY! 4. .is t y ..u`i•.�Z`�;t•�•.'.,P to sN1nc5E'titattd.Seo Man ^. 1 a Z �ltti;i,{t,,`'�'rc lsw S for tnF Pry ' f� : �Lit �4� L•tM501 pr useofd f, � i:• f1 •. all rislts -.. .- ` (>� f3�• �. Sumer Sfieet a our �,' .f e b esellc -It°w 'J i .y x�j�►?. - -�� fi •Z,�R�t!•`�otseun bYth -�. '" v+.�•t,�. J,.�#��/✓✓�1' f `;• � �4 y.�P`^t��C.cro J 1 wrvw.econ c rete.0 s FREQUENTLY ASKED QUESTIONS T EC®NCRETE Part B; Concrete structural performance Up to 10% higher compressive strength Z. Dry-Cast Compressive Strength (Mpa) After 28 days 10%cement in mixture(CEM 1) ECO-P Admix Addition 702. — — --- a 60 -- -- ' L 44.73 49.77 50 c 40 y Y 30 20 E10 o '.i� ,... '.o".. U 0 F: Control 10%ECOncrete J Additive Lower Chloride Permeability TEST BY ASTM C1202-12 MIX AVERAGE ECOncrete admix showed lower chloride penetration than both Type Eco TPI+Type V/CEM3 595 I/CEM1 mix andType WCEM3 mix. Type I/CEIMI 2791 Type V/CEM3 843 Freeze-Thaw Durability Meet and exceed ASTM C 1262-98. Less than 0.5% loss of weight, and noeffect on compressive strength. I yp wwN.econcrete.us FREQUENTLY ASKED QUESTIONS T EC®NCRETE Q3: How do the ecological benefits work? iY-;=Sid A' Bioprotection A layer of living plants ?,\ ►. ; and animals that covers a - structure and protects it from weathering. Before After Bioprotection results in 4 main benefits: Increased Durability Coral, oysters etc. grow and deposit a CaCO3 layer on the concrete,buffering hydrodynamic forces and chloride ingress. CO2- Sequestration Ana ctivecarbon sink forms as carbon is assimilated intoCaCO3-based organisms, and as algae and kelp photosynthesize. ECOncrete can store up to 300g of CO2 per square meter, per year. Habitat Creation Increase in juvenile fish, sessile organisms, and native species. Decrease indominance of invasive species. Water Quality Improvements Increase in filter feeders like oysters and tubeworms. A single adult oyster can filter up to 50 gallons of water every day. wwvi.econcrete.us FREQUENTLY ASKED QUESTIONS T ECONCRETE Ecological uplift from 3 elements working in synergy j'W -441b `��`�r x.12'•,:} PPI:r y s� N7 , .A -L . k1*�!,4--�'`-.� !}mss,•'-+✓'1_■��y�r:y;"` .c;�':_J ,�'# ��.v. '� Material Surface composition complexity Macro design Ecological value in any ecosystem Proven effective from pristine to extreme conditions: 1 _ _ 4` Temperate Waters Estuaries Tropical Waters wwi✓.econcrete.us FREQUENTLY ASKED QUESTIONS T ECCNCRETE 4: What is the ROI? Comparable cost to other marine-grade concrete mixes. Why ECOncrete's ecological premium is worth your while: Increased Service Life - Reduced Maintenance • Increases compressive strength and resistance to chloride permeation. • Bioprotection reduces weathering, buffers hydrodynamic forces,and adds � rugosity. Retain Ecosystem Services - Save on Mitigation ® Time saved in environmental review and facilitated permit approval ® On-site habitat creation + water filtering organisms can help avoid high compensatory habitat costs. Up to 70% reduction in project mitigation costs. Additional Benefits: ® Generate and sustain Blue Economies. Achieve local CO2 reduction and biodiversity goals. ® Outgreening value. ® Opportunities for community stewardship and education. Schedule a Presentation www.econcrete.us FREQUENTLY ASKED QUESTIONS TECONCRETE QS: What language, do I use to specify ECOncrete in a tender? 1. Concrete Mixture Biologically enhancing admixture shall be included at a weight,,equ iva lent to 10% of the weight of the cementitious material in the mix. The bio-enhancing admixture shall meet the following requirements: • The accepted products shall demonstrate scientifically-proven enhanced ecological performance compared to standard Portland cement products including significant reduction in dominance of invasive species. Accepted products shall also have a track record in demonstrating biological and structural performance overtime through demonstrated and recorded monitoring and analysis in peer-reviewed publications and reports, and shall comply with ASTM C494/C494M -17. 2. Surface Texture The surface of the ecologically enhanced "Specific Unit Type"will be manufactured with scientifically proven surface textures validated to enhance marine growth with a minimum of 2 years of supportable data. The surface texture shall be produced with mold liners fitted to the mold system as instructed by manufacturer guidelines and specifications. 3. Mold Release Agent Biodegradable mold release agent that shall not deposit a residue that can affect biological growth on the concrete surface. For detailed specifications: Speakto . engineers www.econcrete us TECHNICAL PRODUCT INFORMATION ',;7ECONCRETE MO. ...... CLASSIC TIDE POOL ARMOR GENERAL DESCRIPTION With the Tide Pools' high constructive performance, they can be integrated within a breakwater system or biologically enhance a shoreline. For optimal ecological performance, the Tide Pooi should be placed from the mean high water (MHW) to the mean low water (M LW). The Tide Pool units intelockwith surrounding rockarmour or additional Tide Pool armoring units. www.econcrete.us TECHNICAL PRODUCT INFORMATION T ECONCRETE I Length ( Width Height j Volume Weight 120 cm 110 cm 66 cm 1 -0.57 m3* -1,370 kg* W (-4 ft) , (-3.6 ft) (-2.16 ft) (-0.75 yd3) (3,020 lbs) The dimensions above represent the standard unit, .<, _V I butECOncrete"ArmoringUnit'sdimensionscanalso be fitted to specific project requirements. The specific concrete matrix used for the casting is defined according to the project's distinct constructive and biological requirements. I U O L) O O f.7 10 0 (0 120 cm 110 cm 120 cm MHW INSTALLATION MLWECOncrete Tide Pools can be _) � transported by forklift and placed N) � using lifting straps/pins. C ---- DESIGN ECOncrete Tide Pools are designed to mimic natural inter-tidal areas. With the Tide Pool's constructive abilities, it can be integrated within a breakwater system or biologically enhance a shoreline. For optimal performance, the Tide Pool should be placed from the mean high water (MHW) to the mean low water (M LW). The outer taper of the unit allows for interlocking Yja� with rock armour or other Tide Pool units. 'Calculated according toa concrete density of2,400 COPYRIGHT:The concepts and information contained in this document are the copyright of ECOncrete Kg/m�and may vary depending on local mix design Tech Use or copying of the document in whole or part without the written permission of ECOncrete Tech constitutes an infringement of copyright. NOTE:All sketches are not to scale and only informative.Not to be used in drawings or designs. www.econcrete.us TECHNICAL PRODUCT INFORMATION T ECONCRETE ARMOR BLOCK GENERAL DESCRIPTION Armor blocks are modular infrastructure for toe protection, integration into breakwaters, ripraps, and revetments, or scour Protection. They provide defense against hydrodynamic forces while facilitating biodiverse ecosystems and carbon storage. www.econcrete.us TECHNICAL PRODUCT INFORMATION (ECONC,RETE Length Width Height Volume Weight -„ ... 120 cm 120 cm I 120 cm —1.13 m3 —2,720 kg* :,.' • <m -4 ft -4 ft -4 ft -1.48 d3 -6,000 lbs 9 � ECOncretel�'s Armor Block dimensions can be fitted to specific project requirements. The specific,concrete matrix used for the casting is defined according to the project's distinct constructive and biological requirements. 120 cm DESIGN SECTION AA The placement and _ _ — orientation of the unit gives ---ter,--- the Armor Blocks indents AA I I multiple functions. �I y N f Acting as a tide pool, a III I it �' j protective hub for fish and otherfauna,and an overhang, if Lf the Armor Block supports a wide variety of marine life. ADD-ONS The Armor Blocks' design allows incorporation of various add-on elements for conservation of targeted marine species: :.'In'y>�,.s-ns'��-yy.-"' •+ri�a �.'^Sm,' -cF^.".^'.'�i4 tl4-T�•'e''�'°,.,,;,,_;.x �i. F:. Fkl Oyster Hatchery Units Fish Hubs Oyster Disks 'Calculatedac cording to a concrete density of2,400 COPYRIGHT:The concepts and information contained in this document are the copyright of ECOncrete Kg/ma and may vary depending on local mix design Tech.Use or copying of the document in whole or part without the written permission of ECOncrete Tech constitutes an infringement ofcopyright. NOTE:All sketches are not to scale and only informative.Not to be used in drawings or designs. www.econcrete.us I i I I I NlELS�OnNse .POPE VOORHIS envplanning r 1 July 3, 2023 7�"' - L�'--�----� VIA EMAIL AND HAND DELIVERED JUL - 3 2023 Glen Goldsmith, President Town of Southold Board of Trustees Southo��rowq Board of Trustees Southold Town Hall Annex 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 Re: Brick Cove Marina; Conkling Advisors LLC Shoreline Stabilization and Dredging NPV No. 21009 Dear President Goldsmith: Pursuant to the transcript of the Southold Town Trustees resolution of conditional approval adopted April 19, 2023 associated with the proposed dredging and shoreline stabilization project at the Brick Cove Marina, the following responses and corresponding plan updates are provided for Trustee review: Trustees condition: New plans to depict moving of the interior upper retaining wall 5 feet landward to be naturally sloped and graded and planted with spartina and other appropriate native vegetation. The shoreline stabilization component of this project has been reengineered to shift the proposed "interior upper" retaining wall (landward of the proposed low-sill bulkhead) along the north side of the peninsula 5 feet landward from its previously proposed location.The area along the north side of the peninsula, between the new proposed location of the interior retaining wall and the proposed low sill bulkhead has also been redesigned. 835 cubic yards (CY) of sediment (dredged from the inlet and marina basin as part of this project)will be deposited within this area to establish a sloped terrain extending from the created intertidal marsh area (immediately behind the low-sill bulkhead) landward to the interior retaining wall. The slope will be planted with Saltmeadow Cordgrass (Spartina patens) in the high marsh area and a mixture of native seaside/dune vegetation in the upland areas. Trustees condition: Moving all current proposed vegetation 5 feet landward of new wall location. The native restoration mitigation plans have been updated to shift all proposed native vegetation in accordance with revised peninsula dimensions. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 Brick Cove Marina;Conkling Advisors LLC Shoreline Stabilization and Dredging Trustees Resolution of Conditional Approval Trustees condition: Move the end of the peninsula on the channel end 15 feet landward and armor with a rock revetment to mitigate wave action. The proposed reinforced nose of the peninsula has been pushed back 15 feet from its previous location. The nose of the peninsula will be reinforced with 40 linear feet (LF) of vinyl bulkhead and the proposed stone armament has been expanded by 640 square feet (SF) and extends 15 feet out from the newly proposed nose of the peninsula. Additionally, the project plans have been altered such that now there are four proposed groups of 5 Tide Pool Armor System units (total 20 units), as manufactured by ECOncrete. These Tide Pool Armor Systems are placed strategically throughout the area of the stone armament to create additional intertidal habitat area for native wetland species while making beneficial use of otherwise non-utilizable space. The latest plan revisions also propose the installation of two groups of 6 Coastalock Armor Block System units(total 12 units), as manufactured by ECOncrete.These Coastalock Armor Block Units provide a stable interlocking network of wave energy revetment while simultaneously providing manufactured cave-like habitats for local marine life (including juvenile finfish, shellfish and sea plants). Trustees condition: Double the number of proposed cedar trees and native vegetation to be proposed along the top of the peninsula. The proposed mitigation plan originally included the installation of one (1) red cedar tree. The number of proposed red cedar trees has been increased to four (4) in the latest plan revisions. The shrubs previously proposed in the locations of these newly proposed red cedar trees have been replaced. Due to the altered dimensions of the peninsula per other conditioned changes to the proposed plans, the quantity of grasses and perennials proposed has been reduced by 17± feet. Trustees condition: Remove all lighting from this application. All previously proposed bollard lighting for the proposed oyster shell pathway has been removed from plans. Trustees condition: Replace the osprey pole on said peninsula. Following the collapse of the osprey pole on the peninsula due to chronic erosion of the peninsula's banks, the ospreys have re-established a nest atop the brick smokestack on the marina property (observed on your last site visit).This location serves as a sizable vantage point for the ospreys while keeping the birds and community members safe. Trustee condition:Along entirety of peninsula to be vegetated roughly equally on both sides, approximately 12.5 feet non turf buffer vegetated with an 8 feet walking path to be sand and/or non-turf. N P V Page 2 of 3 Brick Cove Marina;Conkling Advisors LLC Shoreline Stabilization and Dredging Trustees Resolution of Conditional Approval In the latest plan revisions,the proposed oyster shell walking path width has been narrowed from 15 feet to 8 feet. The proposed slope to be planted with typical coastal upland plants is now equally distributed on both sides of the proposed walking path with 8 feet 11 inches of non-turf buffer vegetation on either side. Note, due to the narrowing and shortening of the peninsula, there will be an overage of dredge material from this project that was originally intended to be placed within the stabilized peninsula walls. Therefore, there is an increase in the amount of dredge material that will be spread over the landward areas of the property. Two (2) sets of the engineering plan set, last revised by R&M Engineers, P.C. on June 30, 2023 and Mitigation Plan set, last revised by NPV on June 30, 2023 to address the Trustee conditions noted above are included herewith forTrustees review and approval.We believe that the project is well-conceived and designed. It meets the Town's conditions for approval, the NYSDEC's objectives for sustainable waterfront communities, is recognized by the Town as being consistent with the Town's LWRP criteria and is consistent with the standards for issuance of a permit under Article 25 of the NYSECL and the regulations contained in 6NYCRR Part 661. We therefore request a Town of Southold Chapter 275 Wetlands and Shoreline permit to proceed with the proposed activities. Should there be any questions regarding these comments, the enclosed plans or the project in general, please do not hesitate to contact me. Sincerely yours, NELSON,POPE&VOORHis,LLC Brant Reiner Partner cc: Andrew Salomon, Brick Cove Marina Peter Stein, Brick Cove Marina Matthew Aylward, R&M Engineering NPV Page 3 of 3 April 19,2023 Southold Board of Trustees APR 1 9 2023 54375 Route 25 PO Box 1179 Southold, NY 11971 Southold Town Board of Trustees Dear Southold Town Trustees, Thank you for the opportunity to speak and submit letters during the public comment period regarding the pending Conkling Advisors LLC application.To be clear-I understand and agree that from time to time, routine maintenance dredging is necessary to maintain a navigable commercial marina, however the scope of the proposed project laid out in the lengthy application goes far beyond routine maintenance dredging. I object to several points in the application, but the applicant's reason for wanting to harden the natural shoreline of the eastern peninsula (for the very first time)with a 245 linear ft. Navy-style bulkhead to protect it from further erosion simply is not true. Fortunately, historic aerial photos that document land and specifically shorelines over time are available to reference. Contrary to the applicant's stated reason to armor the eastern peninsula to protect it from erosion,the attached historic aerial photos dating from 1994 to the present show that in fact the footprint of the peninsula and marshland has actually fared quite well over the past 30 years. Over the years, the mature vegetation has become well established and now supports and maintains the footprint of the peninsula naturally even with recent increased storm activity. Please take the time to examine the enclosed aerial photos;the photographic timeline provides proof that the eastern peninsula is a thriving natural shoreline. Once it's established that the eastern peninsula footprint and marshland are maintained naturally, it calls into question the applicant's true motive behind armoring the peninsula. In 1995, Howard Zehner(a former owner of Brick Cove Marina)dumped concrete slabs illegally,without a permit, along the shoreline of the eastern peninsula. Please reference the 1994 GIS aerial color photo taken prior to the dumping.A GIS surveyor explained that when the photo is enlarged it becomes clear that there were no concrete slabs along the eastern peninsula shoreline because there are no shadows or colored pixels from the concrete, only a white sandy beach.The field of randomly positioned concrete slabs is not a revetment and does not justify the construction of a 2,300 square ft. double layer stone revetment.The hardening of the established natural shoreline of the eastern peninsula with a 245 linear ft. double wall Navy-style bulkhead is particularly concerning because the applicant proposes armoring the full eastern peninsula under the guise of environmental stewardship. Trustees, please take a close look at the application submitted by Conkling Advisors LLC, and see it for what it truly is —an attempt to expand the physical footprint of Brick Cove Marina property and existing marina business into a park and entertainment venue. Clearly there are scientifically proven alternatives to the proposed massive construction and armoring of the eastern peninsula that will no doubt negatively impact and erode the property of adjacent neighbors.The owners of Brick Cove Marina claim to be environmental stewards, however the sheer scope of the proposed and expansive project is the antithesis.Actions speak louder than words, so why not hold the applicants accountable and ask pertinent questions regarding the scope of the project. I encourage Conkling Advisors LLC to stand behind their claim of wanting to"enhance the ecology of the wetlands" by enlisting ecologically sound alternatives to their proposed plan. Fortunately,there are several available and experienced experts today(who specialize in shoreline/wetland restoration), and they are eager to assist applicants in implementing environmentally conscious,.less costly and effective alternatives to hardening natural shorelines. For these and other reasons I respectfully request that you deny approving the pending application.Thank you for your service on the board of Trustees. Sincerely, Mary Dowd sage ,�, 4-- purchase image ancil�r print r ! Twit 119 2017 "� � `V POS 2015 ses 2013 , Q , Q 11 Al are I 2010 C CaPYRIGHTED �IIATERIA►L - tATERIAL � �PYRIGHTE � �Ai4TERtA 0@) it ure I1 : .. ; 00 2006 2004 1994 If®rr ; Ca► Cj 1969 1960 lATERIAL Ct PYR1GH D �AATERWL Ct PYRlGHTED 77 T71954 — 30 m �►� .' '�tt' CLIDO ft �% LIP Screenshot D CWE 0 APR 1 9 2023 ial Photography Program. Screenshot from New York State Digital Archives. Southold Town Services News Government COVIO.19 Board of Trustees MP 1. ..10�, or adwtiwlscra DEM IfIdex OIL ` w,s`' s � .� mai• •. •�� . . UDAR Ird• � •...,L �� • � •,� ' � y\ - '. `.tj�ilMf . Efevation C � r • Ny�rogrrpl ��"� ,.� i �^. • � . Ortho tnda ai + ;, •l�R. If_ . `'�i t(y OlthoAmap� �' r� �• � '�+ • •1 t �4R' `.� Y ; � �111,,E MH~C Ph yy .• M • r Tar forcer. li 4 0 t o 1 IMK LAVen 44 161 1 1 x st". pFuLdWL Services News Government COVID-19 APR 1 9 2023 �._ Southold Town t .' `�4 w � , • t �' � Imagery with Streets - t l '•t. ,), .t .� r L r , 1Z7 ` VIA +, ' r. Aa # • • - • * : - • • ate- purchase image and/or.print i , _ i i "YRIGHTED MATERIAL © COPYRIGHTED MATERIAL COPYRIGHTED MA t Cj CO il . Ne 19 �0 • iYRiGHTED MATERIAL CC1PYRIGHTED MATERIAL COPYRIGHTED • m Ook m h , �r F r 3 r;J c r ', ? 2023 a A P P 2023 _ s c�satd Town Say+too# yawn E c;arc f Trustees _._. sr�ard of Trustees /�` �• ; rick Cove Marina , Shoreline Stabilization . �_ i _ =• and Dredging n - f . ? Southold Town Board of Trustees . : Public Hearing Wednesday, April 19, 2023NOr Brick ro ec oa s - s Marina ✓ Peninsula stabilization, logical location for dredged material ar v' Protection of marina and homes that Sage Basin reside in the basin ga ✓ Low-sill walls provide stabilization of created wetlands • rS_ r � r_ -r. vy - �1�►w ✓ Replacement of concrete rubble with p natural stone ' 1 ✓ South side habitat improvement • ' 3 �1 � ` X y FIs y yam•' :: C .. ✓ Curtailment of erosion and loss of land ` - .r to waterway ✓ Stabilization of inlet, restoration of ' navigable channel Bay v/ an d Sound/ Peconic Peninsula revegetation, upland Shelter I sl restoration, habitat improvement ■�\11 �Illi L!�111 \I'1'H�F=7 :\\' v l 6 ? y w � rev 4 t '°� '- _ "! rt ... = rVA s�� _ ■ pit a �"� .r ...-sem �- _ _ __ _ - ,. � �_ ��'_ � - - _"- _- - _ -- _ - _ _ _ _ •+w.�a_4..�� - - r� a a •� �T��' � ��. ��.,_„ ",��_'�- _ •�'ems'-�`_- --=-�'T"\��s-�{'-'O ��,�5- ,.� - `� �*_ __may,._ _ �- - _- - - =`.�1.��J'-�r�� Lam►. 'mss _ ��_.��'` ��.. _-�._� ,�� - .�..e�� e _ _ _ .=,. � May 2021 _ �- April 2023 APR 1 9 2023 r T ' n w T �r 2001 edge of vegetation ' �� ,. �. 'T` Wit• � R7t _ �!' ` - -.1 2021 edge of vege AL 2021 7APR2023 --,%i ithnlri Town Signs o Accelerated Erosion t APR 1 q 2023 Southold Town Board of Trustees �4 <c 40 i i - I Downed trees r ._ ti-�'. . f11 ��t4_• a, � y• � E(x y, '1�4 '.t moi'* _ ., . Exposed roots � : �• . ,h. f _ �_; �.! .;: �;. Y - ; :_ w- _ . _« w- � ? : ► ;Irl, - i 7a • t «` Zn`' ,i ., alts Aclv�l : � ` £Q. * 4A Loss of ri pra p ? ss �. SI- f. •• ter. High turbidity in ' surface waters !n 1 BrickCove Marina NZ Shortest fetch Longest fetch Ell k -tom~/. .�' •'i�`R"ie. , •."" - �' CD APR .41 r • a• . Shelter Island � f o u n d � 1 � 1 �: ti rim •: I Ilk Ilk IF - y�,. �•�j,_ L,ty L � � � • K:� + �l 1, mit�;�t � �' I •Alololicat *ion • • Trustees Trustees visit the project site; Application is Trustees Public Hearing conducted where reviewed to the Chapter 268, Waterfront public and agency comments are voiced. Consistency Review of the Town Code and the Trustees resolve to table the Application until LWRP Policy Standards and project is deemed such time that Conkling Advisors, LLC receives consistent by the LWRP Coordinator. NYSDEC Permit for the proposed action. July 28. 202 1 - I . 202 1 OctI . 202 1 Nov TV NPV submits application to Southold Trustees The Board of Trustees declares itself Lead EAPR for Wetlands Permit on behalf of Conkling Agency regarding the application of Conkling c LL�23 L.Advisors, LLC ("Application") for dredging and Advisors, LLC and issues a Negativeshoreline stabilization in Sage Basin. Declaration of Environmental Significance for ld Town the proposed actions. Trustees Trustees Application History LWRP Consistency Coordinator Review: September 10, 2021 ➢ " . . . the proposed action is consistent with the LWRP policies and therefore consistent with the LWRP . . . " Negative Declaration Trustees Public Hearing : October 20, 2021 ➢ " . . . it has been determined by the Board of Trustees that all potentially significant environmental concerns have been addressed as noted herein :" 1 . Vegetative, non-structural measures can't stabilize the erosion of the bank alone 2. Continued soil loss at toe of bank may lead to habitat degradation and bank instability 3. Protection of toe of bank using hardened structures including rock revetment is necessary 4. Site inspection by Trustees recognized erosion and need for a bank stabilization/erosion control plan Requested DEC Permit Trustees Public Hearing : November 11 , 2021 ➢ "Hearing none, I make a motion to table the application for receipt of a DEC permit" APA 1 ^ 2023 L Southold Town Board of Trustees NYSDEC Technical Review & Public Notice Comments : • . • . • Provide clear depiction of loss vs. gain of IM/HM areas disturbed • p • • Provide size and weight of stone revetment to replace ri ra g p riprap - . • 1 . - • Reduce inlet dredge area to resemble maintenance dredge area • Demonstrate that dredge material is compatible as fill . - - - 1 - Show machinery access, material storage, and erosion controls •, - _ • Provide description of construction procedure • Provide sediment sample analysis for both dredge areas • Specify where excess dredge material will be placed • Consider alternatives to peninsula north side bulkhead and " - increasing vegetation at western end � CE � �IC • , . I I I Prior Submission Current Submission Last discussed November 11 , 2021 February 13, 2023 Dredging improvements: Dredging improvements: 0 of total dredged volume: -391± CY 0 of Sage basin dredged • 17226± CY total dredged volume 835± CY total dredged volume area: -7,000± SF • 147250± SF Sage basin inlet dredged area (969± CY) 75250± SF Sage basin inlet dredged area (578± CY) • Dredging with long-reach excavator; some barge work Only barge mounted excavator work 4 of oyster shell area: -300± SF A of veg buffer area: +435± SF Shoreline improvements: Shoreline improvements: 0 of fill material placed: -119± CY • 45500± SF of oyster shell surface on peninsula 47200± SF of oyster shell surface on peninsula • 25850± SF of variable width vegetative buffer areas • 37285± SF of variable width vegetative buffer areas • 954± CY of dredged material removed from the inlet and boat • 835± CY of dredged material removed from the inlet/boat basin, basin, to be placed between the "Doublewall" southern block wall 690± CY is to be placed between the "Doublewall" southern block and north and west bulkheads wall and north & west bulkheads • 145± CY of dredged material deposited in designated upland area General details: General details: D E C F • Proposed improvements to westerly peninsula No work is proposed on the westerly peninsula APA 1 223 Summary of Unchanged , Detalls Dredging Improvements: 3,475± SF marina basin dredged area (257 CY) Shoreline Improvements: • 245± LF of Navy-style bulkhead constructed to elevation of 7 ft along north shoreline • 200± LF of "Doublewall" block retaining wall constructed to elevation of 7 ft along south shoreline • 33± LF Navy-style bulkhead (with a 7± LF return to the east) constructed to elevation of 7 ft along the western point • 237± LF of low-sill bulkhead constructed to elevation of 0.33± ft along the north shore 6± ft seaward and parallel of proposed new Navy-style bulkhead • 1 ,375± SF of created vegetated intertidal wetlands to be planted with smooth cordgrass (Spartina alterniflora) along the north shoreline for a 4:1 mitigation D E C E WF APR 1 9 2023 ID Southold Town Board of Trustees a � werr�ewiwe�a�weareereseeaoK o t- euw lYwll iMn/D ueeeeu w K-..71H9e R j"" •eelAmw wm Qu"�1► P ` W� wr.erer..rw��enewu a i � r ! z r vlwm r ! saalsnal jo paeo8 - ! umol pioulnoS M.LZA;om mn r• a '� � 9 a •� M.Zba.UN N M1ZJOJLN a, _ \ P . 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"-1 if 11K'NIA'D11010.xnr Wrl rflNr Myr. �.. MsxRD l.tt AI MI.D ♦...wr M+.WID OA N..IrJOWY. ! 711111alPwIHY1N llD Nf aS•ND 4HAR•R w.MYM ID VAr NA � O lGll 1'.70 :• ArW.:aNI+lrhlPMFtIWiMtC0M111011aAal1.IMDII OIIYHlIga 01.11 SfA�}GIOIR 'f'^J1`tH•rlM�nw•.MIMMTLIKrIC .l -O r.rwr.}s>•.r.urw.M:•�wWlt'W�rw+. lIDMIMt pA140}WllrtitAxl O } laiNlAipIOf lPltfllAr[(•a ilt l.raNlRM TIII 4arTHl HIN.VI APR 1 9 2023 LU) PROPOSED OYSTER SHELL SURFACE PROPOSED BOLLARD LIGHTING(TYP) PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS(TYP) PROPOSED DREDGED _ PROPOSED DOUBLEWAL WALL SYSTEM,AS . MATERIAL FILL FROM BASIN MANUFACTURED BY DOUBLEWAL(TYP)-200 LF • • • • 8 CHANNEL(*690 CY) PROPOSED STONE ARMAMENT TO PROPOSED VINYL BULKHEAD AS MANUFACTURED BY REPLACE EXISTING CONCRETE RIP _.,_ CRANE MATERIALS INTERNATIONAL(CMI)ORAPPROVED RAP REVETMENT— EQUAL(TYP) ;I PL Z: EL 8.00 TOP PROPOSED WALL 7. • d • TOP OF PROPOSED BULKHEAD(EL.7.00) _ T _ — — _ _ _ _ (� �) PROPOSED TIDAL WETLAND ' '. ; EL.7.45 I TOP OF PROPOSED iEVE I HENT(EL SAM PLANTINGS EXISTING BOAT �I 70 1 EL SHW( .1.70) "— �,SMW(EL.1.70) BASIN BOTTOM 'M HW(FL./ 20) MHW(EL 1.20) TOP OF IIO0 W SILL BULKHEAD (El. -33) II MEW (EL.•1.00) E �— MEW(EL•1.00) (EL.-4.00) / PROPOSED MUDLINE i i 1 11 1 i i PROPOSED HORIZONTAL J 1 I i 1 DREDGE MATERIAL I ;y LAY LOG(TYP) / 1 1 I 11 1 TO BE REMOVED AND 1 11 1 PROPOSED TIMBER PLACED ON 1 j oil DEADMAN PILE(TYP) EXISTING PENINSU, PENINSULA UPLAND EXISTING MATERIAL TO 1 I GRADF (TYP! LEGEND REMAIN F R R I PROPOSED BOAT BASIN PROPOSED 12'DIA. I j j j 1 1014': SPRING HIGH WATER BOTTOM TIMBER PILE(TYP) I MHW MEAN HIGH WATER MEW: MEAN LOW WATER DREDGE AND MATERIAL DISPOSITION ESTIMATE EAST Pf—SUEA TAA-MwORI( EASTERN PENINSULA CROSS SECTION A-A NE'H L -w- SCALE: TOTAL DOEODF VOLUIL OM 11' ease. NOTE TOV u�wW,PAVIFIfIW1KU6ED"D'IINi+T1o11YY0/pYD►AIMIAY IFT DOUBLEWAL WALL SYSTEM MAY BE USED AS AN ALTERNATIVE 0 8 16 IN LIEU OF PROPOSED NORTH FACING VINYL BULKHEAD. -- p;ARrm or RRFDaE eMRR+u en ow wl,.,wes Ps r.l = _ _ n 01,4411"'OFD,eFDaMAnw.A10YE9M "wvt6 cm, SCALE:1/8 =1' OYSTER SURFACE IOP OF PROPOSE D FRA KME AD TEE.7.00) TOP OF EXISTING BULKHEAD (El 5.75) PROPOSEDVOM SULKHEAD(TYP) _ EXISTING 5714L BULKHEAD(TVP) `i EXISTING MUDI NE — uLW E o0 MEW EEE 0001 t I DREDGE MATERIAL_ I I I To BE REMOVED I I ANDPLACMON I RETAINED UDLAND I I I ( I AREAS OF EASTERN I 1 I ( I P(EONSLIAITYP) II L____________________________________ r___ ________________� (EL6A0) I11I I I I I I 1 I 1 DREDGE CHANNEL CROSS SECTION B-B D 4 'NS PIAN iS 8Af*D OE'If SURVIN PRF PARE D DV.0011. - UKTO.L S DA'FD AUGUST te.MIT UST REVISED SCALE. j'•1' AUIFIIRY 7077.SOUP~DATA BASED O.HVDROGRAP K SURVEYPAEPAREDBY SEAEMl MAPPINGDATFD SCALE:IW 1' DECEMNA 1020 AND AERMI PHDTOCPAPM TAKEN FROM NYS OS VIEWER APA 1 2023 I __ i -M4C�MINERY A09E88 ROUYEAMA SAFE / J INTERTIDAL V—,FfLAND RELOCd, �� flit we .� G A VF `f AREA OF `MARSH SHRUB 2 F � 111 ' '-- I'AVEMEN • I I 1 AREA TO BE DRAMD TO A DEPTH OF 4 FT lrJ A / SK,55 ` BELOW MLW(TYP) r PROPOSED LOW SILL BULKHEAD 1237 LFI I r."0(1�lwP (TW EL 0331 f/ c OREDOE ARE - I T ADDED 285 SF ! 001cfs / I • • , I • PROPOSED CREATED INT RTgAL WETLAN !1 3i5 47 .a INCLUDES 285 SF ADDED d 285 SF MODIFIED / ! / PROPOSED VINYL (SEE TIDAL WETLAND ZONE PLANT LIST) / BULKHEAD(245 LF) ) � !/ /(/ / I • i iTW 700) / OF WHICH St50 SF RELOCATED 285 SF MODIFIED PROPOSED VINYL ` ) _ _____ -- ----- . BULKHEAD 40 LF --------- - • - - dr TlPI XC i cV`• (7.00) X(7.50, i0 - /`J.- '--�•-.�l•.^ drdow .. \ \\ ♦ ~\ C r Xtg' -. .w� - '!`;ray _,�R �+ �` s• 1 aim dr 4p PROPOSED BENCH LOCATION(TYP) ` 1 A PROPOSED DOUBLEWAL WALL ` SYSTEM AS MANUFACTURED BY SILT FENCE ALONG 7HE L8A T OF • • A • DOUBLEWAL(TYPI(TW EL 701 CLEARING AND MMM LINE CONTRACTOR SHALL i 0 ATL PROPOSED STONE ARMAMENT TO REPLACE FURNISH INSTALL AND MAINTAIN SILT FENCE EXISTING CONCRETE REVETMENT 22.300 SF FOR THE DURATION OF PROJECT ITYPI PROPOSED 15-FT ID OYSTER SHELL SURFACE(TYP)14 200 SF 155 CY EXCESS MATERIAL SHALL I • • • _ , _ AREAS TO BE DREDGED BE USED TO EL 90 6 �Q�' ` TO A DEPTH OF 6 FT PROPOSED COASTAL UPLAND PLANT! PATHWAYTO MEET GRAVVEE�lL PAVEMENT �c ss ` BELOW MLW(TYP) ISEE COASTAL.UPLAND ZONE PLANT LST,3.285 SF WITHIN ADJACENT AREA • � � • . • I � a - ,J. \ OSPREY NEST TO BE RELOCATED V TO WEST PENINSULA AS SHOWN PROPOSED STOCK PILE AREA STOCK PILES TO REMAIN DORMANT IN EXCESS OF 14 DAYS h \ \ TO BE PROTECTED BY SILT FENCING • • 4w Ah Ah Am .\ DREDGE AREA A' • 7,250 SF pRof A Ab ah APF 1 x"93 i c.,I Ithnirl Town General PBene fi • Necessary for navigation , marina protection , and land/inlet stabilization • Maintain existing , important commercial/historic resource • Critical for protection of a year-round safe harbor for commercial boaters • Supports local recreational/commercial boating community • Economic engine creating jobs: marina services, construction employment • Creates vegetated wetlands & substantial upland habitat restoration • Restores the peninsula which is a historic feature of the property • Supports oyster farm operation within the basin APR 1 P 2023 Southold Town Board of Trustees i Summary,, Team is qualified/experienced in coastal engineering & environmental sustainability ✓ Project has been thoughtfully designed to achieve goals ✓ Trustees' input has informed and altered scope ; alternatives considered ✓ Marina community support; NYSDEC permit; Neg dec; LWRP Consistency Drsod � Fh' !`:-mss Wednesday,April 19,2023 at 09:51:28 Eastern Daylight Time subject: Fwd:Brick Cove Marina Date: Tuesday,April 18,2023 at 1:24:44 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ---------Forwarded message--------- From:Deanna Horton<danna @ b i kc�> Date:Tu e,Apr 18,2023 at 12.49 PM Subject:Fwd: Brick Cove Marina To:Andrew Salomonands kar°ickc rve.ct rrr Peter Stein<g titer �briciccove,crrn ---------Forwarded message------- Fron.stepden EnOetman< i ner�rrt�e'r�naneCogm_ ai.cit> Date:Tue,Apr 18,2023 at 12:49 PM Subject:Brick Cove Marina To: Deanna Flythe< eannaUo CEDdcka: ver >,<gLenn.goldsmithtsr'own.sr.rtholr.rytLs> I have had my 380 Catalina that draws 51/2 feet for over twenty years and 1 am now 80 years old. I have to dock my boat for the summer in Greenport for the summer for all this time due to inability to get my boat in and out of the channel when I want to. It still remains tidal.PLEASE LET THEM DREDGE.They have all the required permits from the government. Thanks in advance for your help. I am a retired Boy Scout leader and I do my good turn daily please do yours. It cost you nothing. Steve Thanks,—Deanna Brick Cove M 631.461.2610 Page 1 of 1 Wednesday,April 19,2023 at 0951:08 Eastern Daylight Time Subject: Fwd: Please consider supporting BrickCove dredging Date: Tuesday,April 18, 2023 at 1:24:24 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton<dean a ri kcovccav(-.gpm> Date:Tue,Apr 18,2023 at 12:52 PM Subject:Fwd:Please consider supporting BrickCove dredging To:Andrew Salomon<an lrew@brickcovexonro>,Peter Stein<pte brickcove.corn> ----------Forwarded message--------- From:Michael Gutkowski<mggt owski .gmail.com Date:Tue,Apr 18,2023 at 12:52 PM Subject:Please consider supporting BrickCove dredging To:<g enn.go_ldsmitlt )„tgwn.southold"ny;.. > CC:Brick Cove<dganna bdc krovg.com> Hello Glenn, I am a 25 year seasonal resident and lifelong boater who uses BrickCove Marina regularly for my sailboat.. I urge you and your colleagues to approve the dredging of the channel leading into BrickCove.The channel has become very challenging to navigate,even for boats that don't draw a lot of water. Thank you for your consideration. Michael Gutkowski Michael Gutkowski Mgutkowski gmail.corn 917-796-4104 http:,/www.l" kedi�t.cont{in{mg a:kowski Thanks, Deanna Brick Cove M 631.461.2610 Page 1 of 1 Wednesday,April 19,2023 at 09:53:33 Eastern Daylight Time Subject. Fwd: Please allow Brick Cove to fix their inlet! Date: Tuesday,April 18,2023 at 1:53:38 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton <d_qAnnaaftric c ve.com> Date:Tue,Apr 18,2023, 1:52 PM Subject:Fwd:Please allow Brick Cove to fix their inlet! To:Andrew Salomon<am dre?«v�!aric:kcrsve.ror i>, Peter Stein< ep ftric kcove.conp ----------Forwarded message--------- From:Latson,Peter<p: atson Ilaclech�or,g> Date:Tue,Apr 18,2023 at 1:48 PM Subject:Please allow Brick Cove to fix their inlet! To:glenn.goldsmith i ,tc)wn.so a�hjwy,ti�s< Ig enn.eoldsn ith@town.south Id,ny.gs> CC: Deanna Flythe<deLu na brickC ve&..Q Dear Mr.Goldsmith, 1 am writing in support of Brive Cove Marina's petition to fix their inlet according to plans approved by the DEC and Army Corps of Engineers. I keep my sailboat there,as did my father before me,and this dredging and peninsula restoration are necessary to retain access to the cove. I would be there in person to support the measure, but I am working out-of-town. Thank you for your consideration and support of this important local business and the boating community. Sincerely, Peter Latson Box 207 Greenport Page 1 of 2 Tuesday,April 18, 2023 at 15:35:12 Eastern Daylight Time Subject: Fwd: Brick Cove dredging Date: Tuesday,April 18,2023 at 2:22:39 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon Forwarded message--------- From:Deanna Horton<d a nabri l(c.ole.com> Date:Tue,Apr 18,2023,2:02 PM Subject:fwd:Brick Cove dredging To:Andrew Salomon<a Li br ckcove.com>, Peter Stein<peter@brickcove.conp ----------Forwarded message--------- From: Braun Marketing<r ffire ou n ark ting.c s�> Date:Tue,Apr 18,2023 at 2:00 PM Subject:Brick Cove dredging To:<glenn.goldsmith, town.southold.sly,up,<deanna c brickcove.com> Trustee Goldsmith, I am strongly in favor of the proposed dredging project at Brick Cove. Although a resident of Southampton Town, I have wintered my 38'sailboat at Brick Cove for 20 years.My parents were residents of Southold,and my father kept his boat there year round at Young's Marina. Over the past number of years,the entrance has become more and more difficult due to erosion and the new owners of Brick Cove would like to do the right thing.Each spring and fall as I move my boat to and from Shelter island where I dock for the summer, it is an issue to coordinate with the tides to be able to easily and safely enter Brick Cove. It will be a welcome change in the future once this dredging is completed. In my opinion, Brick Cove is one of the best hurricane holes in the area and will become even better if access is improved in this manner. Richard i un S9"U'�illova S r yet Southam ton,Iyy 11968 Please note our new Email address-pfbLt,(W .c r Thanks,-Deanna Brick Cove M 631.461.2610 Page 1 of 1 Tuesday,April 18,2023 at 16:24:48 Eastern Daylight Time Subject: Fwd: I support the Brick Cove restoration and dredging Date: Tuesday,April 18, 2023 at 3:43:02 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon --------Forwarded message--------- From:Deanna Horton<dean is@krJgv .c np Date:Tue,Apr 18, 2023 at 2:58 PM Subject: Fwd:I support the Brick Cove restoration and dredging To:Andrew Salomon<andrew r brickc >, Peter Stein<peter bria:l< > ----------Forwarded message--------- From:lames Hyde<j C wiieshyd .cam> Date:Tue,Apr 18,2023 at 2:20 PM Subject:I support the Brick Cove restoration and dredging To:< Iiza eth.ca n rell a jpwn.southo1dj1y.us> CC:Deanna Norton Irl attrua.Abricl4coye o�1t,> Dear Board of Trustees, As an ecologically minded sailor, I urge the approval of proposed Brick Cove restoration and dredging. It will make our shore and waterway safer to use and enjoy. Happy spring! James Hyde Thanks,—Deanna Brick Cove M 631.461.2610 Page 1 of 1 Tuesday,April 18,2023 at 16:25:47)Eastern Daylight Time Subject: Fwd: Dredging approval Brick Cove Marina Date: Tuesday,April 18, 2023 at 4:22:38 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ---------Forwarded message--------- From:Deanna Horton<deanna bhcl<cove.coq> Date:Tue,Apr 18,2023 at 4:05 PM Subject: Fwd:Dredging approval Brick Cove Marina To:Andrew Salomon<~n�rz �ykrir kz:ove. ora>, Peter Stein<pzr r ri tltzzsrr,> ----------Forwarded message-------- From:Ivo Lekich<ilekich -yahoo.con't> Date:Tue,Apr 18,2023 at 3:45 PM Subject:Dredging approval Brick Cove Marina To:�Kr _.n eP ,. o . i ftold.ny < ��".j l town.southolcl.�v-us>,Ip zo a.evans town.southol�d,ny�. <Iotjisa.evans(Mtown.southolzt.ny.�J jill.c10 trtyfcown.souhol jnny.u�s<iill.d hherty, tc�wrti-soutioold.nw(>, saral .nal y t<s�g thold tjyms<sarah.nap r ga 6 n.southold.rly.�js>,gree.doroskid Iown.southild.nys <greg.doro5ki@town,southil .ny.us>, ann mq y -) ,wn.soutl„kju <brian.nie@Ll town southold,us> CC:Deanna<deannai brickcove.comn> Dear Board Members As I am certain that you will hear from many of our local mariners, I also would like to express my support for the Brick Cove dredging project. This will allow for the recreation and enjoyment of the local waters by residents and visitors, it will continue to generate revenue for local businesses and continue to enrich life on the North Fork. The owners and staff who operate the Marina, as well as the sailing/boating community are very environmentally conscious and deeply committed to keeping the Southold waters clean,vibrant and pristine. This project when completed in accordance with all regulations,will serve the community well for years to come. Thank you for your consideration and hopefully your approval of the project. Ivo IL k df't 825llipper Dr.. Southold ,NY Thanks, Deanna Brick Cove M 631.461.2610 Page 1of1 Tuesday,April 18,2023 at 16:26:08 Eastern Daylight Time Subject: Fwd:Support for Brick Cove Dredging Date: Tuesday,April 18, 2023 at 4:23:17 PM Eastern Daylight Time From: Peter Stein To: Annallse Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton<dgAWa@AriLkcoveSom> Date:Tue,Apr 18, 2023 at 4:06 PM Subject:Fwd:Support for Brick Cove Dredging To:Andrew Salomon<a!&ewi brigkcove.com>, Peter Stein<p terkzruckgove.c.orn ----------Forwarded message--------- From:Champ«_hamp_a@hyg rhy es°:col > Date:Tue,Apr 18,2023 at 4:03 PM Subject:Support for Brick Cove Dredging To:<glenn.gol�(h @ IgAILiotrthold.ny.up, <nick,krLr1 ki0owr, q ith'I .ny.L s>, <liz.gillooly, t�own..ogtholc�.rtiy.a�>,<elizabe�th.l*eples t�owra.southotd.riy�up, <eric,sep2pnoski,(a)town.soLitlioid.ny.aas> CC:<deanna i brickcove,Qm> Southold Board of Trustees: My name is ChaMp Berin 'It and my wife and I have been avid sailors in Southold Town for 15 years now,as well as customers of Brick Cove Marina for the last 10 years. I am writing to request your support for the proposed plans for dredging the channel leading into the marina.I'm convinced that dredging this channel would eliminate critical safety issues that need to be addressed. Over the years,the channel has become quite unstable and unpredictable.As a result,other than at precisely high tide,it is unclear whether or not boats will be able to pass through the channel safely,and in a timely manner. I was made painfully aware of this two seasons ago when attempting to seek shelter at a time of unexpected foul weather. Unfortunately,I was unable to reach my slip,forcing me to anchor outside the channel until the tide rose (many hours later).It was a dangerous situation that one should not expect when trying to access safe harbor. Even with the local knowledge of the tides and entry,over the years I've ran aground twice, which caused costly damage to my boat's keel. The situation is not good and the potential for damage and safety issues is very high.This is especially true for visiting boats. On behalf of the sailing community and the boaters at Brick Cove,we would really appreciate your support in approving the plans. Thankyou Page 1 of 2 -Champ CHAMP@ FI PURR'" PPH.C;CYM +1 646 289 2381 Thanks,—Deanna Brick Cove M 631.461.2610 Page 2 of 2 Tuesday,April 18,2023 at 16:26:22 Eastern Daylight Time Subject: Fwd:Support for Brick Cove dredging Date: Tuesday,April 18, 2023 at 4:23:34 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton< eanna(brick°ove.com> Date:Tue,Apr 18,2023 at 4:10 PM Subject: Fwd:Support for Brick Cove dredging To:Andrew Salomon<andre^vr@brickcove.ca? >, Peter Stein<pqerq brfckcov ..gn1�> -------Forwarded message--------- From:<patalvniay21 .gmaJ1.com> Date:Tue,Apr 18,2023 at 4:08 PM Subject.Support for Brick Cove dredging To:<glenn.goIds mith@towm.southold.ny>,<nick.krupski@town.southold.ny>,<liz.gillooly@town.southold.ny>, <elizabeth.peeples@town.southold.ny>,<eric.stepnoski@town.southold,ny> Dear Trustees- We write in support of Brick Cove's application to dredge the entrance to Brick Cove's Harbor and restore the peninsula.As boat owners who keep our Catalina 22 sailboat at Brick Cove,we know that the Brick Cove management and staff:are extremely sensitive to the environment and careful with any issues involving environmental impact including bird (osprey and others)nesting, marine life and water quality. We and our family have had homes and been boating in Southold for all of Paul's 70 years and are very familiar with,and support,the waterways of the north fork.The proposed dredging has been very carefully considered,gotten all applicable approvals to date and is designed for the very best use of the cove by we boaters as well as the marine and other natural life of the area. Thank you for your consideration of this message. Sincerely, Paul and Peggy May Thanks,—Deanna Brick Cove M 631.461.2610 Page 1 of 1 Tuesday,April 18,2023 at 16:52:27 Eastern Daylight Time Subject: Fwd: Dredging& Restoring Peninsula at Brick Cove Date: Tuesday,April 18, 2023 at 4:40:48 PM Eastern Daylight Time From: Peter Stein To: Martin Finnegan,Annalise Schweitzer CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton< na brickcove.com> Date:Tue,Apr 18,2023 at 4:38 PM Subject:Fwd:Dredging&Restoring Peninsula at Brick Cove To:Andrew Salomon<aa�a alarickcorre coni>, Peter Stein<,t r(&bdckcove.c Q rrp ----------Forwarded message-------- From:Tony<tonvgLibfcaol, orn> Date:Yue,Apr 18,2023 at 4:37 PM Subject:Dredging&Restoring Peninsula at Brick Cove To:gle n_g I sniith@t.own.soutliold.ny_U<gI nn. oIdsni4h,@town.s—tliod > CC:dear i r i a c brickcove. ort <rlc nna@�brickcoye.com> Mr. Goldsmith, This comes in reference to the situation at the Brick Cove Marina. As a boat owner and member of the Brick Cove boating family, I am deeply concerned with the situation of the peninsula deterioration. Giving Brick Cove the necessary support to perform this much needed dredging, would save our peninsula, the osprey and the boat owners safe marina. When I first found this Brick Cove, I was impressed with it's environment, the way boats are kept and maintained and the "company" of the osprey family that lives on the peninsula. Let's hope we can keep it that way with the upcoming project. Sincerely, Toby Graziano Boat owner - Dock A Thanks,"Deanna Brick Cove M 631.461.2610 Page 1 of 1 Wednesday,April 19,2023 at 09:36:27 Eastern Daylight Time Subject: Fwd: Brick Cove dredging meeting. Date: Tuesday,April 18, 2023 at 6:43:29 PM Eastern Daylight Time From: Peter Stein To: Martin Finnegan,Annalise Schweitzer CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton<deanna brickcove.com> Date:Tue,Apr 18,2023,6:36 PM Subject:Fwd:Brick Cove dredging meeting. To:Andrew Salomon<andrew bricl<cove.c m>, Peter Stein<peter bria kcc veecorn> ----------Forwarded message--------- From:PERSONAL<akan osmanakan.cona> Date:Tue,Apr 18, 2023 at 6:35 PM Subject:Brick Cove dredging meeting. To:<ftnagoldsrnith ,town.,soulhold.ny u > CC:Brick Cove<.offi eer" brickcove-,—cg-rvr.> Dear president Goldsmith, I am writing to you as I will not be able to join the town meeting tomorrow in person,unfortunately I have to drive to the city for a business dinner. I was hoping the meeting would have been in the morning but that is water under the bridge. I am a Southold resident for two years and prior to that I lived in Cutchogue for another 12.As a sailor I have been roaming these waters for a long time and frankly it is a big part of my life.Our communities's connection to water is an undeniable.Whether for fishing,sailing, kayaking orjust walking on the beach and taking the kids for a snapper run these wonderful times we spend and love in the North Fork.(Yes the vineyards are good too.) our boat had been at the Brick Cove for around five years now.And as long as I can remember dredging has been an issue in Brick Cove as well as other small marinas around the East End.To my knowledge,a convincing study of damage caused by dredging to marine ecology is not published or provided by a reputable source. Not only Long island but Connecticut also face the same concern. As people who love these parts and enjoy the wonderful nature of the area, last thing we would want is to damage it. Likewise,however,we do not wish to forgo our activities for an overly politicized matter. As I am informed Brick Cove Marina acted professionally in this matter and obtained permissions form the responsible government agencies.As a sailboat over I know in first hand (I ground the boat at the end of the last season)that the mouth of the marina is much shallower than it was before.So much so that unless we find a solution all the sailboats would have leave. Finally,the health of a cove,as far as the marine life is concerned,is dependent on the tide.Water will leave but it has to return so that the cove won't become a swamp.As the entrance gets more shallow,the amount of moving water is reduced thus effecting the eco systems in the cove.Therefore,from the point of maintaining proper ecology as well as the marine culture we love, I urge you to please pass the permit application to dredge the entrance of the Page 1 of 2 Brick Cove Marina. Thank you very much, Sincerely, Osman Akan and his:farnily Thanks,—Deanna Brick Cove M 631.461.2610 Page 2 of 2 Wednesday,April 19,2023 at 09:37:02 Eastern Daylight Time Subject: Fwd: Brick Cove Marina Date: Tuesday,April 18, 2023 at 9:10:02 PM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton<deanna bdrkc > Date:Tue,Apr 18,2023,9:00 PM Subject:Fwd:Brick Cove Marina To:Andrew Salomon wandrqw0brickcove. onp, Peter Stein< eter' 'brickcr,�ve,com> ----------Forwarded message--------- From:Michael Cogan<co9aM24@gniaiI.com> Date:Tue,Apr 18, 2023 at 8:59 PM Subject:Brick Cove Marina To.<gLgnnq. out hold n .goldsmith@towyXs>,<nick.krupski q town..southold.ny.uas>, <liz.p Iym Mown souw�rly�>, <eli" t1. e les ca�town.s uthokl, y�.s, �.s>, <eric.sepen os kil@ town.southold,fly. s> CC: Brick Cove<,,da��nat�ricl<cove.cona> President Goldsmith and Trustees, My name is Michael Cogan, I have been a member of Brick Cove Marina for the p[ast 14 years,I eagerly await April for when my boat can go in the water and spend all available time on my boat until it comes out of the water at the end of October. I live amongst you and shop in your stores and dine in your restaurants, I truly consider myself a member of this community. Over the past few years,the entranceway to Brick Cove has become impassable for my boat at certain tides and made it hard for me to enjoy my boating nearly as much as I would like. Now I have heard that the beloved Osprey next that I enjoy watching while I sip my morning coffee has succumbed to the erosive effects of the ever- changing tides that have shallowed the inlet. It is my understanding that your Board will once again be entertaining the petition made by Brick Cove MAhna to dredge the channel and reinforce the retaining wall that leads to the marina. I will be working late in the operating room at Stony Brook Hospital tomorrow and unable to attend but would like to implore you to allow this project to move forward. If you have any questions for me please feel free to reach out. Micha 4 Cogan 516-550-4174 Thanks,—Deanna Page 1 of 2 April 18th,2023 RE: Brick Cove Shoreline Restoration Application To The Southold Town Of Trustees: As a local boater,land owner and resident,please know that I support the effort by Brick Cove Marina to restore the peninsula at the mouth of the inlet to the basin.The mouth of the marina is a dangerous,shallow and jagged entry that poses a risk to both boaters and marine life.The plan to use dredged materials,rocks and shoreline plantings shows thoughtfulness and consideration of our local environment, I believe the request to restore the condition is grounded in reason,utility and appropriateness. Furthermore,this group has done a wonderful job integrating with the local community,providing year round jobs and establishing musical and children's programs as well as an oyster hatchery.Their integrity warrants an investment in their continued involvement on the North Fork. Please let me know if there is any other way to show my support for this very reasonable work request. Sincerely, Jeremy Armstrong jeremythanearmstrong@gmail.com Wednesday,April 19,2023 at 09:39:55 Eastern Daylight Time Subject: Fwd:Dredging of brick Cove basin Date: Wednesday,April 19,2023 at 6:11:33 AM Eastern Daylight Time From: Peter Stein To: Annalise Schweitzer, Martin Finnegan CC: Andrew Salomon ----------Forwarded message--------- From:Deanna Horton<d mina brickcovc am> Date:Wed,Apr 19, 2023,6:09 AM Subject:Fwd:Dredging of brick Cove basin To:Andrew Salomon<andiew rickcov .cgrrx>, Peter Stein<pt r& rickcovexom> ----------Forwarded message-------- From:<ffi&L40@ optonline.net> Date:Tue,Apr 18,2023 at 9:27 PM Subject:Dredging of brick Cove basin To:<genn,gsids itl uurlrealrf.to�vvra.c > CC:<deanna @ bdckcoye conn Mr. Goldsmith, I am writing this email to express emphasis for the necessary approval of the Board in regards to the dredging of the Brick Cove basin inlet. The peninsula has been deteriorating for a number of years and the Osprey nest has fallen because of it. The inlet into the basin is closing more and more each year causing a threat to safe navigation of the inlet. This also causes a restriction in the flow of water in and out of the basin. Since the DEC and the Army Corps of Engineers has approved the dredging of the inlet, I cannot see any reason for the Board not to approve the dredging. Thank you for your time Sincerely: .tae- andernoth outhern Bivd' East Marion NY 11939 Thanks,—Deanna Brick Cove M 631.461.2610 Page 1 of 2 Wednesday,April 19,2023mt09:40:12 Eastern Daylight Time Subject: Fwd:Brick Cove Marina Date- Wednesday,April 29, 2023ot 8:S1:USAMEastern Daylight Time F,mn`, Peter Stein To: Anna|iseSchvveitzar, Martin Finnegan CC: Andrew Salomon OnWed,Apr 19,2DZ3otO:4OAMDeanna Horton< pwrooe: ----------Forwarded message'--'-- Fvom:Leigh Griffis<!Og Date:Wed,Apr 19'2O33 at8:38AK8 Subject-Fwd:Brick Cove Marina To: > H|Deamna' ' |forgot tuccyou onmyemail tothe town. Leigh Sent from myiPhone Please excuse any errors Begin forwarded message: Fnnnn:Leigh Griffis"IeJgh > Date:April 1g,ZO23at8:3G:l2AKUEDT To:gIick.krLl ' Subject:Brick Cove Marina Dear President Goldsmith and Trustees, I am aware you will be reviewing the petition by Brick Cove Marina to dredge the channel and reinforce the retaining wall that leads to the marina. While I will be unable to attend the hearing, |did want totake the time torequest that you allow this project tomove forward. Asamember ofthe Brick Cove community, | amwell aware ofthis need. The entrance into the marina has become impassable for many boats, including my own at certain tide5.The erosion has also now impacted the marina's beloved osprey and their nest. April toOctober each year,| considered Brick Cove and Southold myhome. | graciously request you allow this project toproceed. Regards, Dr, Leigh Griffis Page 2mf2 Cantrell, Elizabeth From: James Hyde <jh@jameshyde.com> Sent: Tuesday, April 18, 2023 2:21 PM To: Cantrell, Elizabeth Cc: Deanna Horton Subject: I support the Brick Cove restoration and dredging Dear Board of Trustees, As an ecologically minded sailor, I urge the approval of proposed Brick Cove restoration and dredging. It will make our shore and waterway safer to use and enjoy. Happy spring! James Hyde ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. C APR 1 () 2023 Southold Town Board of Trustees Maim Diane From: mebops@aol.com Sent: Tuesday,April 18, 2023 10:24 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric Cc: Cantrell, Elizabeth; DiSalvo, Diane Subject: SCTM# 1000-57-1-38.3 - Conkling Advisors LLC Application Attachments: Revised April 19 - Trustees.docx; 1994 (2)jpg; 1994 aerial photo - pre-concrete slabs on eastern peninsula.png; 2017 (1)jpg; September 2022 (3)jpg Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 APR 1 2 02 3 " G SCTM# 1000-57-1-38.3 gg Dear Southold Town Trustees, r Thank you for the opportunity to speak and submit letters during the public comment period regarding the pending Conkling Advisors LLC application.To be clear-I understand and agree that from time to time, routine maintenance dredging is necessary to maintain a navigable commercial marina, however the scope of the proposed project laid out in the lengthy application goes far beyond routine maintenance dredging. I object to several points in the application, but the applicant's reason for wanting to harden the natural shoreline of the eastern peninsula(for the very first time)with a 245 linear ft. Navy-style bulkhead to protect it from further erosion—simply is not true. Fortunately, historic aerial photos that document land and specifically shorelines over time are available to reference. Contrary to the applicants stated reason to armor the eastern peninsula to protect it from erosion,the attached historic aerial photos dating from 1994 to the present, show that in fact-the footprint of the peninsula and marshland has actually fared quite well the past 30 years. Over the years the mature vegetation has become well established and now supports and maintains the footprint of the peninsula naturally even with recent increased storm activity. Please take the time to examine the aerial photos;the photographic timeline provides proof that the eastern peninsula is a thriving natural shoreline. Once it's established that the eastern peninsula footprint and marshland are maintained naturally, it calls into question the applicants true motive behind armoring the peninsula. In the 1990's Howard Zehner, (a former owner of Brick Cove Marina), dumped concrete slabs illegally without a permit along the shoreline of the eastern peninsula. Please reference the 1994 GIS aerial color photo.A GIS surveyor explained when the photo is enlarged, it becomes clear that there were no concrete slabs along the eastern peninsula shoreline, because there are no shadows or colored pixels from the concrete, only a white sandy beach.The field of random positioned concrete slabs is not a revetment and does not justify the construction of a 2,300 square ft. double layer stone revetment. Please refer to the 1994 photo of the eastern shoreline prior to the concrete slabs.The hardening of the established natural shoreline of the eastern peninsula with a 245 linear-ft.double wall Navy-style bulkhead is particularly concerning, because the applicant proposes armoring the full eastern peninsula---under the guise of environmental stewardship. Trustees, please take a close look at the application submitted by Conkling Advisors LLC, and see it for what it truly is—an attempt to expand the physical footprint of Brick Cove Marina property and existing marina business into a park and entertainment venue. Clearly there are scientifically proven alternatives to the proposed massive construction and armoring of the eastern peninsula that will no doubt negatively impact and erode the property of adjacent neighbors.The owners of Brick Cove Marina, claim to be environmental stewards, however the sheer scope of the proposed and expansive project is the antithesis.Actions speak louder than words,so why not hold the applicants accountable and ask pertinent questions regarding the scope of the project. I encourage Conkling Advisors LLC to stand behind their claim of wanting to"enhance the ecology of the wetlands"by enlisting ecologically sound alternatives to their proposed plan. Fortunately,there are several available and experienced experts today(who specialize in shoreline/wetland restoration), and they are eager to assist applicants in implementing environmentally conscious, less costly and effective alternatives to hardening natural shorelines. For these and other reasons I respectfully request that you deny approving the pending application.Thank you for your service on the board of Trustees. 1 Sincerely, Mary Dowd ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. APR 2 m , Southold Board of Trustees 54375 Route 25 PO Box 1179 APR � 2023 Southold, NY 11971 SCTM#1000-57-1-38.3 Dear Southold Town Trustees, Thank you for the opportunity to speak and submit letters during the public comment period regarding the pending Conkling Advisors LLC application.To be clear-I understand and agree that from time to time, routine maintenance dredging is necessary to maintain a navigable commercial marina, however the scope of the proposed project laid out in the lengthy application goes far beyond routine maintenance dredging. I object to several points in the application, but the applicant's reason for wanting to harden the natural shoreline of the eastern peninsula (for the very first time)with a 245 linear ft. Navy-style bulkhead to protect it from further erosion—simply is not true. Fortunately, historic aerial photos that document land and specifically shorelines over time are available to reference. Contrary to the applicants stated reason to armor the eastern peninsula to protect it from erosion,the attached historic aerial photos dating from 1994 to the present, show that in fact-the footprint of the peninsula and marshland has actually fared quite well the past 30 years. Over the years the mature vegetation has become well established and now supports and maintains the footprint of the peninsula naturally even with recent increased storm activity. Please take the time to examine the aerial photos;the photographic timeline provides proof that the eastern peninsula is a thriving natural shoreline. Once it's established that the eastern peninsula footprint and marshland are maintained naturally, it calls into question the applicants true motive behind armoring the peninsula. In the 1990's Howard Zehner, (a former owner of Brick Cove Marina), dumped concrete slabs illegally without a permit along the shoreline of the eastern peninsula. Please reference the 1994 GIS aerial color photo.A GIS surveyor explained when the photo is enlarged it becomes clear that there were no concrete slabs along the eastern peninsula shoreline because there are no shadows or colored pixels from the concrete, only a white sandy beach. The field of random positioned concrete slabs is not a revetment and does not justify the construction of a 2,300 square ft.double layer stone revetment. Please refer to the 1994 photo of the eastern shoreline prior to the concrete slabs.The hardening of the established natural shoreline of the eastern peninsula with a 245 linear-ft. double wall Navy-style bulkhead is particularly concerning, because the applicant proposes armoring the full eastern peninsula--- under the guise of environmental stewardship. Trustees, please take a close look at the application submitted by Conkling Advisors LLC, and see it for what it truly is —an attempt to expand the physical footprint of Brick Cove Marina property and existing marina business into a park and entertainment venue. Clearly there are scientifically proven alternatives to the proposed massive construction and armoring of the eastern peninsula that will no doubt negatively impact and erode the property of adjacent neighbors. The owners of Brick Cove Marina,claim to be environmental stewards, however the sheer scope of the proposed and expansive project is the antithesis.Actions speak louder than words, so why not hold the applicants accountable and ask pertinent questions regarding the scope of the project. I encourage Conkling Advisors LLC to stand behind their claim of wanting to"enhance the ecology of the wetlands"by enlisting ecologically sound alternatives to their proposed plan. Fortunately,there are several available and experienced experts today(who specialize in shoreline/wetland restoration), and they are eager to assist applicants in implementing environmentally conscious, less costly and effective alternatives to hardening natural shorelines. For these and other reasons I respectfully request that you deny approving the pending application.Thank you for your service on the board of Trustees. Sincerely, Mary Dowd 28 sage blvd .greenport, nye go �� _ 219 2,015 2013 _. 2311' 2,010 2009 2008 2007 2006 2004 19 1985 1980, 1969 1954' 1_8 sage blvd greenport, ray g Tial, 2019 ° 2017 20151 2013 2011 a �- 2010 � � P 200 a 2008 \ iJI- 2007 2006- 107-A 2004 1985 e. 1980 ,t 1969 19611 - 19544 r ; ,�4 �� r � -� � �.� .. �� 9 s 4 ,. _ '+ � �_ �a �: e �e< a r' �_ �� o�� - � �� ` � - :� ��. � � � � - d. 3- n _ ��. �. r s e �..r z _e a �. t ,, �� .. F _> _f r� I, e — Services News Government COVID-19 F - F Imagery with Streets - LAV f Adr DEI '+� LIO Go Ele, © Hyc " [B Ort O Ort > 1 Re O+ 2C y �+]2C 0 f 2C O 2C p+ 2C 0+J 2C ❑+ 2C a is IT Zoi a p His ff�Tax O Use ► LEG 0 SEA Maim Diane From: Phil Stang <philstang@gmail.com> Sent: Tuesday, April 18, 2023 8:21 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Cc: Deanna Flythe Subject: [SPAM] - Brick Cove Marina Dear Southold Town Board of Trustees, I am a local boater who has based my boat at Brickcove for over 10 years on the "A" dock just across from the deteriorating bluff in question. My family and I have watched this piece of land slowly erode over the years and completely support the restoration and dredging of the entryway into the facility. I have watched many boats run aground at the entry point during low tides.This is very frustrating for the person who has run aground, but it also creates a hazard to navigation in and out of the marina. Brickcove is a very unique spot that should be preserved and maintained. The past two years I have kept my boat at Cleavespoint where I own a condo, however during bad storms, hurricanes, and for winter storage I take my boat to Brickcove for safe dockage. Please allow for this project to move forward for all of the users and homeowners who utilize this facility in one way or another. Sincerely, Philip Stang Eastend Boater&Southold Property Owner ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. rn;JA l 1 DiSalvo, Diane From: William Coster <wcoster@yahoo.com> Sent: Tuesday, April 18, 2023 4:45 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Cc: Brick Cove Subject: Brick Cove marina application Dear Southold Town Trustees: Please act favorably on the application by Brick Cove marina to dredge and restore the peninsula at the entrance of the marina. As a sailboat owner, I can attest from personal experience that the entrance can only be navigated from mid to high tide with only one vessel entering or departing. It is too shallow and too narrow for safe navigation. The owners (new) have made a a large financial commitment to improve the marina and the proposed application is a necessary part of it becoming an asset to all who use the waters of the surrounding bays. Thank you, Bill Coster, Laurel, NY, Peconic Bay Sailing Association Member, Silent Passage, T33 #68 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. g M:T 1 Maim Diane From: Aida Reyes-Kuehn <aida@eastendyouthsailing.org> Sent: Tuesday, April 18, 2023 1:44 PM To: Goldsmith, Glenn Cc: nick.krupsky@town.southold.ny.us; lizgillooly@town.southold.ny.us; Peeples, Elizabeth; elizabet.cantrelll@town.southold.ny.us; DiSalvo, Diane;Aida Reyes-Kuehn Subject: [SPAM] - Brick Cove request for dredging Dear Trustees: I am writing on behalf of East End Youth Sailing Foundation, a not for profit whose mission is to provide, free of charge, training and competitive sailing opportunities to high school students on the East End of Long Island.We have been in existence over ten years and have seen both female and male students thrive in the exciting and water dependent sport of sailing. In addition to dinghy sailing,we have a donated keelboat that is currently at Brick Marina undergoing spring commissioning. We sail the vessel in local waters in the summer with an eager crew of young sailors from the area.We cannot speak highly enough of the amazing collaboration and support Brick Cove provides to our organization.We have seen the site's transformation, over the years, into a beautiful, environmentally conscious facility and an economic generator for the area. We respectfully request that you support Brick Cove's request for a dredging permit as stated in their application. We are certain that all appropriate safeguards are and will be taken to ensure that this work not only enhances the viability of this beautiful facility but that it is also done consistently with all appropriate State and local rules and regulations. Thank you. Aida Kuehn- Executive Director aida@eastendyouthsailing.org ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. N ", ' i Maim Diane From: David Kilbride <dwkilbride@gmail.com> Sent: Tuesday, April 18, 2023 7:30 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric Cc: DiSalvo, Diane Subject: Brick Cove Application Dear Members of the Board of Trustees: I sent the following e-mail earlier today to Diane DiSalvo and asked her to distribute, but since then I have been furnished with your direct e-mail addresses so, at the risk of being duplicative, I also am sending this letter of support to you directly. I am reaching out to communicate my FULL support for the Brick Cove Application which is before you. I am Commodore of the Peconic Bay Sailing Association.The established boatyard for our members in New Suffolk has made it clear over the past 2-3 years they have no interest in storing and servicing sailboats. Many of our members(me included) have found a welcome new winter storage home at Brick Cove Marina. Brick Cove is a North Fork jewel whose business interests must be supported by boaters and local officials alike. Please approve the application from Brick Cove Marina for the dredging and shoreline stabilization work they are presenting. I value Brick Cove's local ownership, committed focus on their clientele, deep knowledge of sailboats and their maintenance, and the owners' responsible stewardship of their property. • The Marina is an irreplaceable direct access point to Peconic Bay for the boating community. • The navigability of the channel has become severely compromised.The implication of this situation ranges from highly inconvenient to a potential safety hazard (think about a boat trying to make safe harbor with an approaching storm and running aground in that channel). With a 4' draft, I touched bottom entering the Marina last Fall in what should have been the middle of the channel.This is a hazard. • The project includes protection for the narrow peninsula which separates the boat basin from the wind and waves of the prevailing Southwesterly winds as well as our legendary Nor'easters.The reinforcement of that land feature is essential to the protection of this property. One needs to understand the unique mining history of the site, which I assume you do. • The channel provides access to Peconic Bay for recreational boaters, adjoining neighbors, and an active oyster farming operation. Brick Cove provides boat ramp access to their non-customers for a fee. Many parties will benefit from its restoration. • Under their new ownership,the property's access to members of the general public has expanded exponentially through their shore-side social events, camps, clinics,etc.The owners are making continuous improvements to this special location.This truly is a community resource making our Town's waterfront far more accessible,which is a primary goal of the LWRP.The support of the Trustees for the Brick Cove project will support the goals and intentions of this policy. Please support their application and join me in supporting them for being such great partners to the local recreational boating community. - David Kilbride P. O. Box 1305 - t ., 9045 Nassau Point Road Cutchogue,New York. 11935 203-228-o861 (Mobile) -preferred 631-734-2354(home) dwkilbride Axa il.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. AF"� 2023 V 2 DiSallvo, Diane From: Mike Corso <corso322@gmail.com> Sent: Tuesday, April 18, 2023 4:44 PM To: DiSalvo, Diane Subject: [SPAM] - Brick Cove Marina Diane, Please include my letter below to the file for tomorrow's hearing regarding the Brick Cove Application. Regards, Mike Corso 2 Bay Road Greenport NY 914-907-9733 Dear Trustees: I am writing to communicate my FULL support for the Brick Cove Application which is before you. For the past two years, we have stored our boat (during the winter) at Brick Cove Marina. Brick Cove is a North Fork gem whose business interests must be supported by boaters and local officials alike. Please approve the application from Brick Cove Marina for the dredging and shoreline stabilization work they are presenting. I value Brick Cove's new local ownership, committed focus on their clientele, deep knowledge of sailboats and their maintenance, and the owners' responsible stewardship of their property. The Marina is an irreplaceable direct access point to Peconic Bay for the boating community. The navigability of the channel has become severely compromised. The implication of this situation ranges from highly inconvenient to a potential safety hazard (think about a boat trying to make safe harbor with an approaching storm and running aground in that channel). The project includes protection for the narrow peninsula which separates the boat basin from the wind and waves of the prevailing Southwesterly winds as well as our legendary Nor'easters. The reinforcement of that land feature is essential to the protection of this property. One needs to understand the unique mining history of the site, which I assume you do. The channel provides access to Peconic Bay for recreational boaters, adjoining neighbors, and an active oyster farming operation. Brick Cove provides boat ramp access to their non-customers for a fee. Many parties will benefit from its restoration. Under their new ownership, the property's access to members of the general public has expanded exponentially through their shore-side social events, camps, clinics, etc. The owners are making continuous improvements to this special location. This truly is a community resource I making our Town's waterfront far more accessible. The support of the Trustees for the Brick Cove project will support the goals and intentions of this policy. Please support their application and join me in supporting them for being such great partners to the local recreational boating community. Mike Corso 1 (914) 907-9733 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. W � . 1. F k, A 2 Cantrell, Elizabeth From: Bruce Anderson <bruce@suffolkenvironmental.com> Sent: Tuesday,April 18, 2023 1:59 PM To: Cantrell, Elizabeth Cc: Brick Cove Marina Subject: Entrance dredging and peninsula restoration. Elizabeth Please distribute this email to all Trustees. Trustees Please be advised that I am familiar with the navigational difficulties at the entrance channel to Brick Cove Marina and the eroding peninsula which protects both Sage Basin and the entrance channel, and that I fully support the application of Brick Cove Marina to remedy both conditions. Bruce Anderson ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. DE fur! VV a'= APR 1 8 2023 Southold Town Board of Trustees 1 Cantrell, Elizabeth From: M. Gill and B. Butterworth <buttergill@mac.com> Sent: Tuesday,April 18, 2023 1:33 PM To: Goldsmith, Glenn; Krupski, Nick;Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric;Cantrell, Elizabeth; DiSalvo, Diane Subject: Brick Cove's Trustees' Application to Dredge and Restore Dear Members of the Board of Trustees: We are among the many devoted boaters and sailors who keep our boat at Brick Cove Marina.We have kept our boat at different marinas located in Southold, but find that Brick Cove offers the most comprehensive and professional service of any that we have used.The filling in of Brick Cove's channel threatens its very existence, as many of its loyal customers find that there is not sufficient depth to enter or exit at low tide. We write to you now to express our unqualified support for and to urge you to approve Brick Cove's dredging and restoration application to maintain the sole channel that enables this business to continue operation. We don't have to tell you how important life on the water is for hundreds, if not thousands, of Southold residents, activities that would be impossible without businesses like Brick Cove. We understand that Brick Cove's proposed plan has been approved by both the DEC and Army Corps of Engineers.So we urge you to do likewise. Sincerely, Michael Gill and Barbara Butterworth P.O. Box 507, Cutchogue 631734 6680 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. APR a 8 2023 Southold Town Board of Trustees Cantrell, Elizabeth From: Bob Werber <bobwerber@hotmail.com> Sent: Tuesday, April 18, 2023 1:30 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Cc: deanna@brickcove.com Subject: Comment Re: Brick Cove application Date:4/18/23 To: Southold Trustees Re: Brick Cove Application For Dredging Dear Southold Trustees, I'm writing to urge you to approve Brick Cove's application to dredge the entryway to their marina. They have taken care of my boat for several years, and they are a high quality operation run by wonderful people.Through a recent ownership transition, they've also kept their prices accessible enough so that you don't have to be a member of the"1 percent"to benefit from their services—something that's fast disappearing on the North Fork. Brick Cove is a one of the most sailboat-friendly marinas in our area,which in my view gives it a very environmentally friendly profile. It's obvious to any boater going in and out of the marina that in recent years,the channel has narrowed so much that it's difficult to navigate safely at low tide. I would hate to see the marina threatened by the entryway closing up. I hope you'll allow Brick Cove to maintain the great resource they provide to boaters in our area. Best Regards, Bob Werber Peconic 516 476-0599 rA7PR18 a 2023 outhold Town, ard of rruf s t Cantrell, Elizabeth From: Steven Silverstein17 <sttaran@aol.com> Sent: Tuesday, April 18, 2023 11:43 AM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Cc: deanna@brickcove.com Subject: Brick Cove Marina Trustees of Southold, We are writing in support of the Brick Cove Marina request to upgrade the marine environment of the waterfront. This organization has been a cherished part of the greater Southold community for years. The recent change in ownership speaks well of the intention to upgrade and continue the warm traditions of the marina. Investments have been made to upgrade the facilities in a very thoughtful and environmentally friendly manner. The sense of community and value to the region are greatly enhanced. The proposed work is necessary and long overdue. These are critical upgrades to allow the marina to continue its operations. The plans are focused on maintaining and improving safe waterways, which have deteriorated naturally over the years. The plans are well thought out and have the support of the governing bodies,which are responsible for safe and environmentally appropriate waterfront construction. Further, the thoughtful designs take into consideration the local community, attempting to upgrade the current experience and minimize any impacts. Our hope is that you would take these issues into consideration and that you would approve the proposed plans. Time is of the essence as this is critical work which needs to be accomplished to continue to ensure safe operations of the marina for both the local and other boaters who visit the site. Brick Cove Marina is a vital member of our community and brings great joy and pride to all who live,work and call Southold home! Thank you for your consideration nn V Ava and Steven Silverstein Di E C E � 1355 Shore Drive FASR 1 p 208 Greenport, NY 11944 sttaran@aol.com Southold Town 201 7839741 Board of Trustees ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. a Cantrell, Elizabeth From: Goldsmith, Glenn Sent: Tuesday, April 18, 2023 3:48 PM To: Cantrell, Elizabeth; DiSalvo, Diane Subject: Fw: Brick cove dredging From: Mark Osmer<markeosmer@yahoo.com> Sent:Tuesday, April 18, 2023 3:46 PM To: Goldsmith, Glenn Cc: Deanna Flythe; office@brickcove.com Subject: Brick cove dredging Good afternoon Glenn I hope this email finds you in good spirits I'm writing to express my support of the dredging at Brickcove marina. I have a boat there,and the dredging is sorely needed.Certainly appreciate your efforts in that regard best to you and the rest of the trustees, Thank you Mark Osmer white Blossom house inn pine neck Road in Southol, New York Sent from my Whone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. E C EHE APR 1 8 2023 Southold Town Board of Trustees t '7 Maim Diane ,123 y From: David Kilbride <dwkilbride@gmail.com> Sent: Tuesday, April 18, 2023 3:16 PM To: DiSalvo, Diane Subject: Brick Cove Application Diane- Would you please add this to the file for tomorrow's hearing regarding the Brick Cove Application? Many thanks. Dear Trustees: I am writing to communicate my FULL support for the Brick Cove Application which is before you. I am Commodore of the Peconic Bay Sailing Association.The established boatyard for our members in New Suffolk has made it clear over the past 2-3 years they have no interest in storing and servicing sailboats. Many of our members(me included) have found a welcome new winter storage home at Brick Cove Marina. Brick Cove is a North Fork jewel whose business interests must be supported by boaters and local officials alike. Please approve the application from Brick Cove Marina for the dredging and shoreline stabilization work they are presenting. I value Brick Cove's local ownership, committed focus on their clientele, deep knowledge of sailboats and their maintenance, and the owners' responsible stewardship of their property. • The Marina is an irreplaceable direct access point to Peconic Bay for the boating community. • The navigability of the channel has become severely compromised.The implication of this situation ranges from highly inconvenient to a potential safety hazard (think about a boat trying to make safe harbor with an approaching storm and running aground in that channel). With a 4' draft, I touched bottom entering the Marina last Fall in what should have been the middle of the channel.This is a hazard. • The project includes protection for the narrow peninsula which separates the boat basin from the wind and waves of the prevailing Southwesterly winds as well as our legendary Nor'easters.The reinforcement of that land feature is essential to the protection of this property. One needs to understand the unique mining history of the site, which I assume you do. • The channel provides access to Peconic Bay for recreational boaters, adjoining neighbors, and an active oyster farming operation. Brick Cove provides boat ramp access to their non-customers for a fee. Many parties will benefit from its restoration. • Under their new ownership,the property's access to members of the general public has expanded exponentially through their shore-side social events, camps, clinics,etc.The owners are making continuous improvements to this special location.This truly is a community resource making our Town's waterfront far more accessible, which is a primary goal of the LWRP.The support of the Trustees for the Brick Cove project will support the goals and intentions of this policy. Please support their application and join me in supporting them for being such great partners to the local recreational boating community. David Kilbride P. O. Box 1305 1 9045 Nassau Point Road Cutchogue,New York. 11935 203-228-o861(Mobile) -preferred 631-734-2354(home) drkilbride� t r�ail.coa. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. y F-1 20r 2 r^ DiSalvo, Diane 1. From: Gail Berger <gaillevyberger@gmail.com> '- Sent: Tuesday,April 18, 2023 1:54 PM To: DiSalvo, Diane; Brick Cove Marina Subject: [SPAM] - Fwd: Dredge and restore canal and peninsula at Brick Cove Marina >To the Southold Town Trustees: > I am writing to urge the Town Trustees to approve and expedite the proposed dredging and restoration of the peninsula at Brick Cove Marina (BCM).The present situation makes it very difficult to navigate the canal. In addition there are serious safety issues. > Here are the important issues: > * BCM,which has been operating for nearly 60 years, provides safe harbor for the Nork Fork community as well as its members. The peninsula needs to be fully intact and protected with shoreline stabilization structures to ensure Sage Basin and the marina are not exposed to a significant fetch from Shelter Island Sound. Rebuilding and reinforcing the nose of the peninsula is an important element to the protection of the basin. This design has been vetted by the qualified NYSDEC technical review staff, and has been considered to be appropriate for this project. A permit has been issued for the project as designed. > . BCM is a water-dependent use. The Trustees should support shoreline stabilization projects for marinas, especially when the proposed stabilization activities involve the use of dredge material from the system. It seems logical to place the dredged material onto the peninsula, which will strengthen the protection that the peninsula provides to the basin. > • The eroding peninsula continues to deposit sediment into the inlet, accelerating shoaling and navigational issues. Stabilizing the shoreline will decrease the maintenance dredging and enhance navigation through the inlet. > • The project has been designed with ecological benefits and coastal resiliency in mind. Sea level rise,frequency and duration of storm events and other factors will intensify wave energies towards the peninsula, marina and basin.The natural stone revetment and the stabilization of the created intertidal wetland will dissipate wave energy around the peninsula. > * The stabilization and longevity of the inlet channel is dependent on the stabilization of the peninsula. > . The replacement of the hazardous rip-rap with natural stone will remove the hazardous conditions(metal fragments, jagged edges, loose materials, etc.) and provide habitat for marine life. > . Brick cove is home to a flourishing oyster farm which has sent over >2,000,000 oysters to market in the last 2+years-oysters provide enormous benefit to the water quality and ecological diversity of the water bodies they inhabit • BCM is an economic provider for the community, providing permanent and seasonal jobs. This project will add to the economic benefits for the community, creating jobs during the construction process. >We are appreciative of your support at the April 19th Southold Town meeting, you will have the opportunity to voice your support. >Thank you, >Gail and Israel Berger >3 Oakland Lane > East 4uogue, NY 11942 1 DiSalvo, Diane From: Alexa Annunziata <alexa@peconicbaykeeper.org> Sent: Tuesday, April 18, 2023 10:51 AM To: Goldsmith, Glenn; Krupski, Nick;Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Cc: Pete Topping Subject: Brick Cove Marina Attachments: BrickCove.pdf To the Southold Town Trustees, Please find attached a letter in regards to the environmental concerns for the proposed project at the Brick Cove Marina. Thank you, Alexa Annunziata ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Alexa Annunziata Director of Outreach alexa@peconicbayke@per.org Instagram: @peconic.baykeeper https://www.ptconi ba kee er.vr iL H PR 202 1 PECCME.C.- IDDIM13"Nal April 18th, 2023 167 Red Creek Road Post Office Box 939 Attn: Southold Town Trustees Hampton Bays, NY Sent via email: lenn. oldsmith rr town.southold.nus nick.kru ski town.southo'ld.n .us 11946 liz. illool a town.southold.n .us elizabetli,peeples town.south ld.n .0 eric.se ei oski town.southold.n .tis elizabetlt.eatitrell town.southold.n .us Diane.Di Salvo ft n. o uthoId.n .us Ph(631) 653-4804 Fx(631)653-4802 peconicbaykeeper.org Dear Southold Town Trustees, I am writing on behalf of Peconic Baykeeper, an organization dedicated to the protection and restoration of Long Island's Peconic and South Shore Estuaries, to share our concerns over the proposal submitted for your consideration by Conkling Advisors LLC. The Peconic Estuary, deemed an "Estuary of national significance" by the EPA has faced myriad threats to its ecological integrity with one of the most critical (and preventable) being coastal development and Board of Directors shoreline hardening. A recent study conducted by the Peconic Estuary Partnership (PEP) showed that approximately 20% of the estuary's shoreline Kim white Char has already been hardened with a drastic uptick to this trend since 2003 following Superstorm Sandy. This issue has also been outlined as a concern in Philip Smyth PEP's 2020 CCMP (Objective H,Action 33): "Implement living shoreline Trea.surer projects, monitor for ecological and financial benefits, and use model projects to educate planners and homeowners on the benefits of living shorelines over Maureen Sherry p g secretary hardened shorelines". Gabrielle Bacon While we recognize that the historic development of the Brick Cove Marina Mark Burford and actions prior(brickmaking industry, etc.) have dramatically altered the current habitat of Sage Basin and its vicinity prior to today's stringent Nancy Hebert environmental regulations and scientific understanding of coastal processes and ecosystem integrity,this does not translate into an excuse for action that Michaela Keszler would further degrade coastal habitat. As proposed, the referenced application William McLanahan seeks to replace the easterly peninsula comprised of riprap, natural (diverse) coastal vegetation, and sand with a cumulative total of 485 linear feet of 7 foot Diana Taylor bulkheading and 237 linear feet of low sill bulkhead on the northern side. While erosion is currently evident on the southerly side of the peninsula along with a partially hardened shoreline (Photo 1), the northern side of the peninsula remains unhardented with a gradual slope to the water allowing access by t , wildlife such as birds and diamondback terrapins. Armoring this northern wo l section with a high and low bulkhead being masqueraded as a"tidal wetland 11 planting" per the engineering plans is not an ecosystem improvement from the APR 8 2023 � current landscape (Photo 2). w. While we understand the need for the continued dredging of our inlets to maintain navigability, we must use every opportunity possible to prevent further long-term degradation of our shorelines through excessive hardening. Furthermore,we would suggest that the applicant work proactively with environmental partners to invest in the future of the estuary vital to its viability as a marina by exploring alternatives to the current project such as working to install a living shoreline. Living shorelines not only prevent erosion, but also provide robust ecosystem services, such as habitat creation, nutrient cycling, and aesthetic value. In support of current BMPs for the Peconic Estuary we request the denial of the application as proposed. e ; Photo 1: Southern Shore of Eastern Peninsula Photo 2:Northern Shore of Eastern Peninsula Sincerely, 0 w.. A Peter Topping Executive Director&Baykeeper DiSalvo, Diane From: Bob Nowell <orthobobnyc@gmail.com> Sent: Tuesday, April 18, 2023 1:35 PM To: Goldsmith, Glenn Cc: Krupski, Nick;Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane; deanna@brickcove.com Subject: [SPAM] - Dredging Peninsula at Brick Cove Hello Southold Town Trustees, I'm writing because I will unfortunately be traveling this week and unable to attend tomorrows meeting to address the proposed dredging at Brick Cove. I strongly support the plan approved by the DEC and Army Corps of Engineers to dredge and restore the eroding peninsula in a manner that is respectful to marine life and the surrounding environment. It will ensures safe passage to the marina as well as allow the restoration to the Osprey nest. Please consider my strong support of this much needed project. Respectfully, Robert Nowell 432 8th Street Greenport, NY 11944 (917)414-0015 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. _ ry F)R 1 Glenn Goldsmith A. Nicholas Krupski Eric Sepenoski Liz Gillooly Elizabeth Peeples April 17, 2023 Dear Board of Trustees, Thank you for taking time to read concerns about Conkling Advisors' application before you. I'm a resident of Breezy Shores Community Inc. BCM's continued success as a marina is sincerely desired by its neighbors. If dredging is needed to improve safe navigability, we would ask that the spoil be removed and disposed of properly, as it contains polluted silt from motorboat traffic. However, the applicant seeks permission for a large bulkhead, effectively hardscaping part of the last remaining natural shoreline at that part of the bay. Scientific and ecological data now tell us that bulkheading is environmentally intrusive and ineffective. It can increase erosion in other places, a collateral effect of wave energy displacement. It unnaturally affects the function of the shoreline, with negative impact on fish, crab and other aquatic species. I respectfully request that the Trustees deny this application as currently presented. BCM has a petition on its website, as well as "boilerplate language" for letters to you expressing support for their permit application. Their pitch about respect for the environment rings hollow, given their desire to harden 245 feet of shoreline. That the DEC didn't object to BCM's additional request to backfill the proposed bulkhead with polluted clay silt seems like an oversight: it's the wrong material even if it's clean. Given these facts, BCM's pitch to `enhance the estuary' is not just misleading: it's greenwashing their publicly stated events-business ambitions. The decision before you will have environmental impact for generations to come. It is my hope that your decision will come down to mitigating human impact on aquatic life, nesting habitat, and continued protection of our natural shoreline. Thank you. Kind regards, Martha Brooks E E 4 Sage Blvd Greenport NY 11944 2023 ;oothold awr Board 01-rru te'e Cantrell, Elizabeth From: Jason Schmidt <jason.schmidt@mac.com> Sent: Monday, April 17, 2023 6:42 PM To: Cantrell, Elizabeth Subject: [SPAM] - Brick Cove Marina/ SCTM# 1000-57-1-38.3 Dear Southold Board of Trustees, My family and I have been proud seasonal residents of Southold for 12 years at Breezy Shores on Sage Blvd. We have serious concerns about Conkling LLC's plans for Brick Cove Marina. While we appreciate the need for for upkeep to operate the marina, Conkling continues to pursue a large scale hardening of the shoreline and hardscaping of the Brick Cove peninsula,which is clearly above and beyond what is necessary for marina operations and risks the amplifying the effects of storms and climate change. From what I understand of town code and, really,common sense, is that we, as a community, need regulate construction on the shoreline and protect the environment so that we and future generations can continue to enjoy the beauty of the Bay which is so important to what makes Southold the refuge from that it is. We have been neighbors to BCM for a long time and would like for them to continue to succeed as a marina. We are simply concerned that what they propose will have drastic impact on the environment. Thank you for your time and for your continued service to Southold. All our best, Cory Jacobs&Jason Schmidt 8 Sage Blvd. 917-691-3732 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. E 2023 U Southold Town 0S, of Trustees 1 DiSalvo, Diane From: james heidenry.com <james@heidenry.com> Sent: Monday, April 17, 2023 8:59 PM To: DiSalvo, Diane Subject: Brick Cove Marina application hi p April 17.2023APR 2021 Dear Ms.DiSalvo, - Cm writing you regarding the application by Conkling Advisors for Brick Cove Marina(SCTM - A 1000-57-1-38.3).My wife and I have been living next door to Brick Cove Marina for almost 20 years and we are very concerned about their plans to install massive new bulkheads and rock revetments. We by no means want to deprive Brick Cove Marina from being a successful business,but their plans to expand will have a very harmful impact on Southold's shoreline for the following reasons: + The entire community surrounding Brick Cover Marina already floods whenever there is a storm.Extensive new bulkheads at Brick Cove Marina will only exacerbate this situation. +The land around Brick Cover Marina is tilled with wildlife,including Ospreys,Piping Plovers, Tiger Salamanders and Horseshoe crabs.A massive new bulkhead will undoubtedly upset the delicate ecosystem these animals need to survive.On a related note,for the past three years there have been almost zero jellyfish in Peconic Bay---an unfortunate sign that Long Island's waters are already undergoing unnatural changes. We hope you agree that if Brick Cove Marina were allowed to construct new bulkheads and revetments that it would adversely affect the environment and threaten wildlife. Sincerely„ James&Lauren Heidenry I Sage Blvd. Greenport,NY 11943 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Maim Diane From: Minnie Chiu <minniechiu8@gmail.com> Sent: Monday, April 17, 2023 5:38 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Subject: Brick Cove Marina: SCTM# 1000-57-1-38.3 Mignonette Chiu 17 21 Sage Boulevards f Southold,NY APR 1 8 202 vlinniechiu8@, ail.com Dear Members of Southold's Board of Trustees: I am writing regarding Conkling Advisors/Brick Cove Marina's proposed application. Marinas make up one of the most important sites of any shoreline community—they are aesthetically beautiful, serene vestiges of community history. The new owners of Brick Cove,Conkling Advisors LLC wants to alter not only the aesthetics of Southold's beautiful natural shoreline environment,but also their history with their neighbors, Southold's Board of Trustees, and all the residents of Southold's small community. In 1991, when a former owner, Howard Zehner applied to the Southold Trustees to expand the number of their docks to 138, he argued that he would NOT: bulkhead, create disturbance in the wetlands, or develop upland. He was thus granted the extra dock slips for his marina. Clearly, based on his explicit concessions,the Trustees even at that time,were concerned about bulkheading,wetland disturbance and upland development---of which two of these concerns are now being proposed by Conkling Advisors LLC. Understandably, it is years later and under different ownership, and there has also been quite a bit of turnover on the Board of Trustees itself. So the history of handshake agreements from Zehner's time are completely lost. But what remains is still what is important: the environment, of which we are all dependent. Time and/or the change of ownership is not relevant to the protection of the wetlands under your protection. What hasn't changed is the fact that the changes proposed in Conkling Advisors LLC's application are still major concerns. The ONLY significant change since the 1990s(over 30 years ago)is that we ALL now know—from reports in all the scientific literature from the most respected ecologists, environmentalists, and conservationists--that the kind of proposed development has an EVEN MORE detrimental impact on the environment than we previously understood. For Southold residents,the increased probability of flooding due to wetland reduction and the consequential rising and soon to be prohibitive cost of living in a coastal community,the loss of public and private property, etc. are major considerations. These costs are substantial. However,the more staggering and potentially permanent costs will be borne by the environment in and around the bay. I do not begrudge a marina for making a profit, but the responsibility for the TRUE cost of such a dramatic change to the ecology of tidal wetlands and the surrounding coastal shoreline will not be paid for by Brick Cove but by Southold residents,the coastal shoreline, and the organisms and species of the Bay. The World Wildlife Fund now reports that each year, anywhere between 10,000 and 100,000 species in the world are lost to extinction. We are currently experiencing a mass extinction event, of which the human species is almost wholly responsible. Such a dramatic wave of species extinction and loss of biodiversity is driven by habitat destruction and the loss of microorganisms at the most primary level of the food chain. Southold is witness to the collapse of the Peconic Bay scallop fishery—previously one of the 1 largest shellfisheries on the Atlantic Coast. We are at the precipice of a major ecological disaster and business as usual is not longer acceptable. We are all responsible to act to protect our resources or we will face our own annihilation. If the agreement Zehner made in exchange for increasing the number of slips in his marina is no longer of consequence, then certainly the cautionary words of Southold's Board of Trustees in 2021 to Conkling Advisors LLC should be. Since their last public hearing in 2021 in Southold, Conkling Advisors LLC has made only ONE significant change to their application: the removal of the western peninsula. In 2021,because of the research of a handful of private citizens,we all discovered that the western peninsula,which was included in Conkling Advisors LLC's development plan,was not their property. At the time,we all assumed that this was a gross professional mistake. Since then, it has become abundantly clear that that parcel of land was not a part of their purchase of Brick Cove. Since 1963,when Fred Young was given permission to permanently alter the shoreline by sinking a barge to protect his marina—another project with negative effects that few understood at the time,that parcel would forever and ALWAYS remain public property. Following the concerns and requests of Southold's Board of Trustees in 2021, Conkling Advisors LLC has returned with a proposal that, instead of amending ANY of their plans(on their property), actually asks for even MORE: to expand their proposed bulkhead from 233 linear feet of Navy-style bulkhead in 2021 to+/-245 feet now. Conkling Advisors LLC's attempted land grab speaks volumes about their intentions toward their neighbors,the town, and the environment;their only interest is profit for their non-resident investors. It is safe to assume that they will not honor past agreements nor will they bare any responsibility for managing the ecological crisis we are all contending with. Care of the tidal wetland they are situated in/beside,the health of the bay and the multitude of species and microorganisms that reside within it, and the property and interests of neighbors and other Southold residents who are, at this time in particular, so concerned about the environment we all share—none of this can be entrusted to Conkling Advisors LLC. I implore the Board of Trustees to protect the natural resources that belong to us all. Thank you for your attention and consideration. Mignonette Chiu ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Ido Mizrahy 25 Sage Boulevard ] Greenport, NY 11944 646-498-7086 mizrahy.ido@gmail.com APR 1 7 2.023 April 13th, 2023 southio ld a wry Cantrell, Elizabeth lBoard of Trustees Sr. Clerk Typist 631-765-1892 elizabeth.cantrell@town.southold.ny.us Dear Ms. Cantrell, My name is Ido Mizrahy and I'm writing to you today in the hopes that you would share my letter with the Southold board of trustees. This letter is in reference to an application submitted by Conkling Advisors for property SCTM# 1000-57-1-38.3. 1 live at 25 Sage Boulevard, a few hundred feet East of BCM. Like many communities on the North Fork, my neighbors and I have been working diligently to protect our properties from erosion. The extent to which BCM is looking to construct 725 Feet of new bulkhead and seawall could have a direct effect on our efforts to protect our homes from floods. Bulkheads, while considered a feasible solution to erosion in the past, encourage erosion because they simply deflect the wave energy to other areas along the shore. Nearby areas without coastal protection suffer instead. Creating structures that absorb wave energy has shown to be the better approach (for instance armor stone revetments placed out into the waterway can work to dampen the wave energy). We could be facing irreparable damage, if BCM moves forward with their current plan. We hope all North Fork residents, old and new, have a shared interest in working together to protect our shoreline from erosion. At the very least, owners of adjacent properties have to consider the domino effect of their actions. Thank you in advance for taking these important matters into account, Sincerely, Ido Mir Cantrell, Elizabeth From: Jeff May <jeffmay57@aol.com> Sent: Sunday,April 16, 2023 11:07 AM To: Cantrell, Elizabeth Subject: Letter to Trustees Dear Trustees: I am writing to you in support of the proposed dredging and restoration project of the peninsula and inlet at the Brick Cove marina. I am a recreational boater and my family has been active supporters and residents of the town for decades. I truly appreciate the difficult task you have in protecting our vital natural resources and balancing the economic success of the community. I believe that this project meets those criteria and in fact, without this restoration there would be a negative impact to the marine environment, the economy and the personal safety of town residents. Please feel free to contact me if I can be of any assistance in this matter. Regards, Jeff May 3970 N Bayview Rd ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. R 1 7 2.02-3 Southold Town Board of Trustees Cantrell, Elizabeth From: helen szarka <h.szarka@aol.com> Sent: Sunday,April 16, 2023 4:21 PM To: Cantrell, Elizabeth Subject: Breezy Shores Marina Board of Trustees Elizabeth Cantrell The Breezy Shores Community is very concerned about the massive armoring of both their revetment on the southern side of Brick Cove's peninsula and the bulkheading of the eastern tip and the entire northern side of the peninsula. Not only will this have a negative impact on the environment, but there will be increased and more rapid flow of tidal and current flow along our bulkhead and seawall. We ask you to take our concern about these issues as seriously as we all do. Thank you Sincerely Helen and Charles Szarka Breezy Shores #17 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 023 o thold'Town o rd of Trustees i Cantrell, Elizabeth From: Machi Tantillo <machitantillo@gmail.com> Sent: Sunday, April 16, 2023 4:31 PM To: Cantrell, Elizabeth Subject: *4/19 Public Hearing*Letter to Trustees re Conkling Advisors/Brick Cove Marina Property reference is SCTM# 1000-57-1-38.3 Hello Elizabeth, I hope this finds you well. My name is Machi. I live at Breezy Shores. I am sending this letter for the Trustees consideration in regards to the public hearing on 4/19/23 for Conkling Advisors/Brick Cove Marina Property reference is SCTM# 1000-57-1-38.3 Thank you so much in advance, Sincerely, C E E Machi Tantillo To: Hon. Trustees Southold Board of Trustees d Town 54375 Main Road oar th TrUS1028 P.O. Box 1179 � � Southold, NY 11971 Regarding: The application by Conkling Advisors/Brick Cove Marina Property reference is SCTM# 1000-57-1-38.3 Dear Trustees, Thank you once again for your time. I have written this letter to voice my concern regarding the environmental impact of this application, and I would be much obliged if you will consider my enclosed concerns in regard to the public hearing on 4/19/23. Thank you in advance. As a shareholder at Breezy Shores, and a founding member of the Breezy Shores Environmental committee in 2001 , 1 am writing to express my gigantic concern regarding BCM's plan to armor the peninsula in SCTM# 1000-57-1-38.3. 1 want to address several real risks to our property and the environment. Conkling Advisors is proposing to hardscape the peninsula. Hardscaping the peninsula, some of the last of its green space (virtually all the trees and foliage surrounding Brick Cove, including both sides of Sage boulevard and the entire adjacent band along the east side is Breezy Shores property) in the interest of expanding their business is reckless. Our property, particularly the wetlands, has served as a buffer zone for Brick Cove. Flooding during extreme weather is mitigated by OUR surrounding greenscape. I believe that Conkling Advisor's LLC has an obligation to mitigate erosion and flooding also. Our homes line the shore immediately west of Brick Cove, so we are vulnerable to extreme weather and storms. Flooding is a major concern for us. While the riprap that currently lies on the southside of the Brick Cove peninsula is supposed to work like a revetment, it is nothing like the armored revetment that Brick Cove intends to install: 2,300 sq ft of stone constructed with 1.5-ton stone top layer and a 50 Ib. stone as layer. ALL the evidence we now have about hardened shorelines tells us that ii boring properties will suffer from greater velocity of the tides because water e reflected off their massively armored revetment in the direction of the tide �-- zy Shores). While bulkheads are worse, revetments of this magnitude are not better. 25 tons of stone with 2 layers built 7 feet high virtually guarantees a negative i I for us. The tides will erode and damage Breezy Shores property along the s or line, strip sand from our beach, and dramatically alter the sand bars that make nkling Point. A second concern is our road, Sage Boulevard, which is basically a long narrow driveway. Two-way traffic requires a slow-down and careful navigation. Our one and only road is currently situated, at some places, less than 20 feet from the water/basin (which is behind/northwest of brick cove). It is currently protected by Breezy's tidal wetlands and a steep-sloped strip of upland property, which has so far, absorbed water from storms and high tides. During heavy storms and rain or high tides, Breezy's basin serves to absorb excess water. According to the American Flood Coalition, one acre of wetlands absorbs 1-1 .5 million gallons of floodwater. So, our basin protects all the properties along Sage Boulevard, including Brick Cove. Does Brick Cove bare any responsibility for doing the same for Breezy Shores? Right now, the impact of waves in the marina itself—whether it is the product of rain and storms, boat wakes, or tides--is at least partly absorbed by the peninsula's living shoreline. Hardening the north side of the peninsula will only deflect storm waves, tides, and wakes off the hardened bulkhead into the back of the basin. Armoring the peninsula is inviting disaster. Should this strip of property be compromised, it will compromise our road. Without it, we have no access to our homes from route 25 and/or no means of exiting should there be an emergency. That will require a clean-up and new road construction. Who will pay for the damage of a collapsed road? Environmentally, the cost would be immeasurable. The road and a small strip of land separate the tidal wetland on one side and the freshwater wetlands on the other. If the road is breached, saltwater will rush into the freshwater wetlands right on the other side of the road, contaminating our freshwater pond (which is several acres in size and runs near the road) and 10+ acres of property and wetlands beyond. The impact of saltwater intrusion on the established freshwater ecosystem will be disastrous for wildlife but also 2 for people. At a time when water is a depleted resource, freshwater wetland acts to recharge the aquifer. Freshwater wetlands recharge our aquifers; tidal wetlands do not. The East End Beacon reported average usage in Southold is 2.6 billion gallons each year. Long Island needs to protect and preserve more freshwater wetlands; we cannot afford to lose any. Looking at arial photos since the 1950s, it is clear that sea level has risen; this is only going to get higher because of climate change. The rising sea level and extreme weather caused by climate change is a reality we cannot control. We must all address this issue responsibly. But unlike the effects of climate change, we can control whether armored shorelines are allowed to be built, particularly at a time when environmentalist and coastal researchers agree that it permanently and negatively alters the shoreline. I cite below some of the Wetlands/town code Section 275 and Chapter 11, Coastal Hazard Areas, which directly applies to my concerns enclosed above regarding the armoring of the eastern peninsula as a result of removal of vegetative cover and change in sediment and hydrology. They are as follows: E CE 1 . Habitat Fragmentation9 20 2. 1§ 11-4 B, C and E Findings 3. § 111-5 Findings �oo�d Town Board of Tref HABITAT FRAGMENTATION Destruction or impairment of habitat such that it results in breaks in areas of contiguous habitat. Habitat fragmentation can also cause a greater distance between adjacent (noncontiguous) habitats. These actions prevent the transfer of organisms, natural materials and energy within a habitat. Habitat fragmentation can result from the placement of physical barriers within a contiguous habitat or between adjacent habitats 111-4 B C and E Findings B. Regulate, in coastal areas subject to coastal flooding and erosion, land use and development activities so as to minimize or prevent damage or destruction to man-made property, natural protective features and other natural resources and to protect human life C. Regulate new construction or placement of structures in order to place them a safe distance from areas of active erosion and the impact of coastal storms to ensure that 3 these structures are not prematurely destroyed or damaged due to improper siting, as well as to prevent damage to natural protective features and other natural resources E. Regulate the construction of erosion protection structures in coastal areas subject to serious erosion to assure that when the construction of erosion protection structures is justified, their construction and operation will minimize or prevent damage or destruction to man-made property, private and public property, natural protective features and other natural resources § 111-5 Findings D. Is the subject of programs which foster erosion protection structures, either with private or public funds, which are costly, often only partially effective over time and may even be harmful to adjacent or nearby properties. In some sections of the Town of Southold, major erosion protection structures of great length would be required to effectively reduce future damages due to erosion Many thanks for all of your hard work and for considering this massively important concerns, Machi Tantillo Breezy Shores Resident Machi Tantillo (917) 756- 8573 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. V APR 1 7 2.0 Southold Town Board of Trustees 4 Maim Diane From: Mike Petsky <mike.petsky@gmail.com> Sent: Monday, April 17, 2023 10:19 AM Cc: Mary Beth Petsky Subject: Application by Conkling Advisors for Brick Cove Marina (SCTM# 1000-57-1-38.3) Attachments: Petsky letter to Board of Trustees re Brick Cove Marina appplication.pdf April 17, 2023 - -y Board of Trustees Town of Southold I APR 1 7 2023 54375 Main Road Southold, NY 11971 - To Whom It May Concern: Subject: Application by Conkling Advisors for Brick Cove Marina (SCTM#1000-57-1-38.3) Upon review of the application presented by Nelson Pope Voorhis, on behalf of Conkling Advisors, we have several concerns that we believe need to be addressed, as a Town of Southold property owner and neighbor to the Brick Cove Marina.The concerns are environmental in nature, as their plans will have a dramatic impact on the bulkhead,the shoreline and the animal species that inhabit the area. Among these concerns are: - Armoring of the eastern peninsula appears to be unnecessary, as the functionality of the peninsula has never been for human habitation.Armoring will dramatically affect the tidal currents up and down Sage Boulevard and Blue Martin Drive during heavy rains and hurricane season,which will have an untold cost of the neighbors of the Brick Cove marina. - Additionally,the doublewall and navy-style bulkheads, which significantly raise the elevations, only adds to the likely shoreline issues that will result from heavy rains and hurricanes and serves only to add to the surface area of the peninsula.This change to the surface area is not natural, changes the functionality of the area, and again, negatively affects the natural environment. - Movement of an osprey nest to the western peninsula appears to be unnecessary,given that is an active nest and the osprey is protected by the U.S. Migratory Bird Treaty Act. Movement of the nest is a change to the western peninsula, though the application claims no change, thereto. - The inclusion of proposed Bollard lighting is unnecessary and runs counter to the aims of the North Fork Dark Sky Coalition, again, affecting the natural beauty and habitat for regional species. In general, we believe the application is not designed to simply satisfy the needs of the Brink Cove Marina slip holders, rather implies a broader use,which will negatively impact the environment. We ask that these items, among other concerns, be examined by the Board of Trustees,to ensure the sustainability of the region and protection of the environment and natural habitats. Thank you for your consideration. Sincerely, Michael & Mary Beth Petsky i 10 Sage Boulevard Greenport, NY 11944 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. µ,r u "t R 1 7 2023 z Lorraine Tedesco Iraintedesco@gmaii.comAPR 1 3 2023 Re: SCTM#1000-57-1-38.3/ Brick Cove Marina p Dear Board of Trustees, I am writing as a resident of Southold regarding Brick Cove Marina/Conkling Advisors LLC's application to the Southold's Board of Trustees, which I have found extremely troubling. My partner and I have been coming to Breezy (when we rented from the Sages) for the last sixty years. I remember when the peninsula didn't even exist. A sandbar stretched westward to the inlet where the disputed peninsula is now. So it was designed to maximize marina space and to work as shelter for the marina, which it did and continues to do today. At the time, we did not know better about environmental issues and allowed such dramatic changes to the shoreline. But we do now. Whereas Brick Cove has pursued projects in the past, those projects were marina related. Since Brick Cove Marina was sold several years ago to Conkling Advisors LLC, an investment company, it has become abundantly clear that their activities and pursuits are not for their marina but for an entirely different and new business—a wedding venue and event space, which they publicly promote as such on social media. Conkling Advisors LLC also sent a petition to BCM members and other Southold residents to sign in support or their "environmentally conscious initiatives." In this petition, Brick Cove offers equally problematic reasons for their current plan. In their petition, they note their current project is necessary for reasons of safety, erosion, aesthetics, and even to "enhance estuary ecology." In support of their petition, Brick Cove asks its members to write: "This beautiful part of Southold and the Peconic Bay has become an eyesore," which refers to the concrete slabs that Howard Zaynor, one of the former owners of Brick Cove Marina took from a neighbor and dumped along the peninsula's southern side (this is common knowledge in the area and I remember when it happened). It did not become an eyesore just now; it has always been unsightly ever since it was placed there in the 90s. At the time, residents did not realize that Brick Cove was required to obtain a permit from the DEC and the town of Southold. Allowing Brick Cove to now profit from what was a violation of the law by replacing the concrete slabs with a 2,300 sq ft revetment armed in a double layer of stone (1.5 ton/ton top layer)AND harden the other side of the peninsula with 245 linear ft of a double wall Navy-style bulkhead seems grossly unfair. That Conkling Advisors LLC is asking for even more bulkhead (245 vs 233) than when they went in front of the Trustees two years ago says a lot: not the environment, not their neighbors, not Southold;they ONLY care about profit. So, such a massive reconstruction of the peninsula is basically creating surface area for a parklet, which in our 60 years of experience, has never been a walkway, let alone a park. Conkling Advisors LLC submits their application to the Trustees as an established marina knowing full well that a new event space business would never be permitted to destroy a natural shoreline while expanding its footprint (and increasing its height) or otherwise alter the shoreline in such an excessive manner-- if at all. I write to you,the Trustees of Southold,the governing body who holds the public trust. I ask you to reject Conkling's application to harden the shoreline. Thank you. Sincerely, Lorraine Tedesco Victor Masnyj and Stine Westergaard April 12, 2022 Cottage 19, Sage Boulevard Greenport, NY 11944 (� �J] Southold Board of Trustees E C E V E 54375 Route 25 PO Box 1179 Southold, NY 11971 APR 1 3 2023 RE: Brick Cove Marina Property Reference. SCTM# 1000-57-1-38.3 Southold Towncard o Trusties Dear Board of Trustees, We are cottage owners at Breezy Shores Community Inc., and supporters of local small businesses and our maritime community.As boat owners and avid sailors,we are in favor of having a well functioning marina right next door, however, we do have serious concerns about the application submitted by Conkling Advisors, LLC and their plans for Brick Cove Marina. Under the new ownership, Brick Cove Marina has made it clear through social media and local print ads, that their ambition is to become a successful wedding venue and event space.This appears to be the driving motivation for their renovation and proposed work on the eastern peninsula.That peninsula, in the past, was never used as a parklet or gathering area for large groups of customers; it is there to protect the basin and the boats within it, and has been doing a fine job of that. The proposed transformation of the peninsula,to accommodate events and thereby function differently than its originally intended use, is unnecessary for the marina, and will have a detrimental impact on its surroundings. Most significantly,the hardening of the peninsula's perimeter will destroy a valuable natural shoreline habitat, degrade other nearby shorelines, further harming the natural system and the variety of species, some endangered,that depend on it. Other marinas in our area, such as Safe Harbor Greenport, and Port of Egypt, have natural shoreline barriers at their entrances which function very well. Brick Cove marina is portraying itself as environmentally friendly. They have made misleading claims in their above-mentioned ads, posts, and petition for local support,that this renovation will have ecological benefits and will"enhance the ecology of the wetlands" and that they are"caring for existing sea and plant life", however their application contradicts those claims. The bulkhead,the removal of existing native plant life, the presumably toxic spoil used as fill for the peninsula, the light and noise pollution, are all in direct opposition to good stewardship of the environment. They make the statement that they will "restore the peninsula where the osprey pole is", yet they neglect to mention that their plans include the removal of the osprey pole. We do understand and support the necessary improvements, upkeep and maintenance that go into successfully operating Brick Cove Marina, such as dredging the channel to ensure safe navigation of boats coming in and out. We are, however, for all the reasons described in this letter, strongly opposed to this application, and urge you to please not approve it. Thank you for your hard work and consideration, Victor Masnyj and Stine Westergaard r ' Town Hall Annex Glenn Goldsmith,Presidentb A.Nicholas Krupski,Vice President n,, 54375 Route 25 Eric SepenoskiP.O. Box 1179 Liz Gillooly ,`, ,, Southold,NY 11971 " Telephone 631 765-1892 Elizabeth Peeples �a„� p ( ) h^ Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report I Date/Time: 4 i 12- Completed in field by: +' ` GO l L, Nelson,Pope,Voorhis, LLC on behalf of CONKLING ADVISORS,LLC requests a Wetland Permit to dredg6lil cubic yards of sediment from the marina basin inlet(±7,250sq.ft.or±578 cubic yards)to a depth of-6.0'below Mean Low Water(MLW)and the southerly area of the marina basin(±3,475sq.ft.or±257 cubic yards)to a depth of-4.0'below MLW;a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula;construct±200 linear feet of"Doublewall”block retaining wall system to an elevation of 7.00'(NAVD 88)along the south shoreline of the easterly peninsula;removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an±1,700sq.ft.area below the plane of the spring high water line and±145 cubic yards of stone over an approximately 600sq.ft.area above the plane of the spring high water line;construct±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00'(NAVD 88)along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula;construct±245 linear feet of Navy-style bulkhead to an elevation of 7.00'(NAVD 88)along the northerly shoreline of the easterly peninsula;construct±237 linear feet of low-sill bulkhead to an elevation±0.33'(NAVD 88)along the northerly shoreline of the easterly peninsula±6'seaward of and parallel to the above mentioned new bulkhead to create±1,375sq.ft.of intertidal wetlands planted with Smooth Cordgrass(Spartina alterniflora)along this shoreline;the created wetland area represents a 4:1 mitigation ratio for±410sq.ft.of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the"Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula resulting in±35 cubic yards of fill over an±1,150sq.ft.area below the plane of the spring high water line and±655 cubic yards of fill over a±5,250sq.ft.area above the plane of the spring high water line;the filled/upland area will include ±4,200sq.ft.of permeable(oyster shell)surface with an elevation of 8.00'(NAVD 88)to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting(for sitting,education and viewing areas),and±3,285sq.ft.of variable width vegetative buffer areas(planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application),around the perimeter of the retained areas;and no work is proposed on the western peninsula of the Sage Basin Inlet. Located: 1760 Sage Boulevard,Greenport. SCTM#1000-57-1-38.3 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound X Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable lnfneeded/Modifications/Conditions/Etc.* 4,t�P- Ok� L1 I K t4 44g L 60AVW rrt ' .. rte, Present Were: K G. Goldsmith N. ru!pskiE. Sepenoski _,X � s - L. Gillooly E. Peepl Cantrell, Elizabeth From: ERIC SCHMIDT <mrericschmidt@mac.com> Sent: Wednesday, April 12, 2023 5:05 PM To: Cantrell, Elizabeth Cc: Lucy Bivins; Kip Bogdahn Subject: [SPAM] - Conkling Advisors/Brick Cove Marina Good Afternoon, We are writing to you in reference to a building application by Conkling Advisors/Brick Cove Marina, property SCTM# 1000-57-1-38.3. We would like to state that we are opposed to the new bulkhead construction in their proposal, as it is known that bulkheading creates erosion of our shorelines, and we don't see any reason to destroy a natural shoreline that exists within the marina. We see their proposal for bulkhead hardscaping as detrimental to the surrounding areas where we have lived for almost 30 years.This type of construction would have a profound impact on the existing osprey nesting, and for beach access for horseshoe crabs who inhabit the area. We would prefer to see soft-scaping for the marina. Over the years we have also noticed the increasing light pollution from new developments around the bay,which affects multiple bird species(plover and tern especially)and their habitats, and are opposed to the new architectural lighting that they have proposed. Best, Eric Schmidt, Lucy Bivins& Kip Bogdahn P � ,.� 202 29 Sage Boulevard, Greenport, NY 11944 southold Town o, rd of TRIstee ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Cantrell, Elizabeth From: alison deans <alison.a.deans@gmail.com> Sent: Monday, April 10, 2023 8:10 PM To: Cantrell, Elizabeth Subject: please don't April 9, 2023 D C VE APR 1 0 2023 To: President and Trustees, Town of Southold bout old Town Board of Trust RE: Brink Cove Marina Application SCTM#10000-57-1-38.3 Building "gray infrastructure" like bulkheads in one location of a bay affects the environmental health and integrity of the entire bay. I live on Paradise Point in Southold and am concerned about the proposal to build a bulkhead and double wall at Brick Cove Marina in Greenport. Natural shorelines revitalize the land and reduce flooding and coastal erosion. Bulkheads are often insufficient and sometimes destructive. Natural shorelines are better habitats for wetlands, nesting birds,juvenile fish and shellfish. The Peconic Estuary Program in partnership with the Town of Southold is trying to limit the hardening of the shoreline in Peconic Bay and other areas. This contrasts with the proposal of the Brick Cove Marina to replace the natural shoreline on the Eastern peninsula and replace it with a bulkhead and double wall. Sincerely, Alison Deans Paradise Point, Southold, NY 1 Maim Diane From: Annette Charette <lcharettea@gmail.com> Sent: Wednesday, April 12, 2023 7:19 PM To: Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric; Cantrell, Elizabeth; DiSalvo, Diane Subject: [SPAM] - SCTM# 1000-57-1-38.3/Conkling Advisors LLC Attachments: Conkling Advisors LLC.pdf Dear Trustees, Please accept this letter in response to SCTM#1000-57-1-38.3/Conkling Advisors LLC. This letter expresses our concerns as members of the Breezy Community. Thank you for addressing this matter. All the best, Tom and Annette Charette ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 11 1 3 2023 i Tom and Annette Charette Icharetteaegmail.com R 1 3 2023 A I SCTM#1000-57-1-38.3/Conkling Advisors LLC V Dear Trustees— Thank you for taking the time to read our letter and consider our concerns. We have lived in Southold for the last twenty years. Our children grew up here. One of the reasons we loved the North Fork has been the natural environment. I am concerned about Conkling Advisor LLC's application to the Trustees. Conkling Advisors argues that the bulkheads they want to construct are supposed to"provide safe and adequate protection of the peninsula." From its construction in the 60s,the peninsula's ONLY purpose and sole function was to protect the marina,which it has done more than adequately with no intervention. In that, it has performed remarkably well. Absorbing wave action and sheltering the marina from direct wind, it serves as a buffer for every storm. And yet, it has not lost surface area. In fact, most parts of the peninsula are actually more robust and wider in surface area than they were when it was first formed. Safety is important, but we must first consider whether and to what degree the peninsula is unsafe and whether the measure of protection matches the need. Brick Cove is urging its members to write the Trustees: "I enjoy walking out to the peninsula where the osprey nest is, but over the years, it has become increasingly dangerous—I can't even walk side-by-side with my spouse."So, clearly,the issue of safety is not about the boats or even the marina but rather about people being able to walk on the peninsula. While there is a narrow path on the peninsula, individuals rarely walk on it because the peninsula has NEVER served that function. It was not created to be a walkable parklet. In fact, if erosion is of any real concern,which is a main argument made by Conkling Advisors LLC,then the answer is: DO NOT WALK ON THE PENINSULA. It is seriously misleading to suggest that people have always walked on the peninsula but this serves the purpose of suggesting that there is a history at Brick Cove that matches Conkling Advisors' new goals:to grow an entirely new and lucrative wedding venue and event space business. There is NO such history. Hardening the shoreline on all sides with double walls and multiple sills, as well as installing a stone revetment is obviously overkill, particularly for a marina. It is completely UNECESSARY. Disturbing and/or destroying parts of a healthy ecosystem, especially in such a dramatic fashion,will have negative effects far into the future, effects that we currently cannot even quantify but will certainly regret. Thank you! Tom and Annette Charette Southold Board of Trustees E C EP VE 54375 Route 25 PO Box 1179 1 3 2023 Southold NY 11971 Re SCTM# 1000-57-1-38.3 Southold Town Board of Trustees Dear Southold Town Trustees, I would like to submit my comments and objections to the Conkling Advisors, LLC/Brick Cove application set to go before the Board at the public hearing on April 19, 2023. Ideally this letter would be brief; however, the specifics of the plan require a closer, more detailed examination than limiting it to, for example, writing to the Board that bulkheads are bad for coastlines, especially since you are already cognizant of that fact in your roles as stewards of our waters. So thank you in advance for taking the time to read this letter. I The proposed work on the bay side of the eastern peninsula The proposed site plan is for a revetment of over 2,300 square feet consisting of 1.5-ton stone layer along with a 50-pound stone base layer landward of MLW. Directly behind this massive revetment, a proposed 7-foot-high seawall—DoubleWal block retaining system. This immediately strikes me as excessive, as if Brick Cove were expecting an armada to attack from the Peconic Bay. The given reason for this application is "to restore the upland area and functionality of the peninsula." I have two major points to make about this seemingly simple statement. First, although there is wave action and erosion on the bay side of the peninsula, this is what Trustee Goldsmith had to say at the November 17 public hearing about restoring this upland area and adding dredge spill: "The DEC, 1 don't believe is going to let you take that fill and expand the width of what is already eroded. We all saw that. We went down there. You do have an erosion issue on that point. What is lost is for the most part lost. You won't be able to build it back." (italics mine) Second, regarding functionality, the peninsula has never been intended for what the applicant is proposing to "restore": a park with benches and a 15-foot-wide path, which is as wide as Sage Boulevard. Moreover, Trustee Krupski said at the second public hearing: "It seems to be the sense of the Board that the eastern and western peninsula are not appropriate for passive or any other use. Protecting property or a marina is one thing, but using it for something else is a totally different subject." (again, italics mine) It is my strong suspicion that the applicant is attempting to expand their property and create this new use under the guise of mitigating erosion. The amount of proposed hardscaping is wildly out of scale with the amount of erosion that has occurred over half a century at that marina entrance. It's going to create more problems than there are at present, and at the expense of the environment and the neighboring properties. Other options must be sough E C Per Town Code Chapter 1 l l A. The construction, modification or restoration of erosion protection structures in r�.d 23 (1)Not be likely to cause a measurable increase in erosion at the development site or at So11th,ol11 d Town locations. Board of Trustees (2)Minimize and, if possible, prevent adverse effects upon natural protective features, existing erosion protection structures and natural resources such as significant fish and wildlife habitats. Neither of these principles can be adhered to with the application in its current form. Incidentally, at that same public hearing a representative for the applicant put forth the following argument to the trustees: "I want you to understand that this area has been disturbed in the past"—meaning that once any disturbance has occurred, the right to say no to new disturbance is lost. It's literally like saying the land isn't virgin anymore, so we should be able to what we want with it. That is what's truly disturbing. Last fall Brick Cove created a petition to the trustees and instructed marina slip holders to write that they can't walk along the peninsula holding hands with their spouse. Again, this is not the function of the peninsula. BCM also told would-be signatories that this application would restore the beloved osprey nest, yet site plan DP-1 bluntly states "existing osprey nest to be removed." BCM also claimed that everything in their application is DEC &Trustee compliant before they received any such rulings from either agency. Osprey nest Brick Cove's legal notification says "no work is proposed on the western peninsula of the Sage Basin Inlet." This is directly contradicted by NPV's Mitigation Plan, which diagrams"osprey nest to be moved to west peninsula as shown." The trustees have repeatedly asked the applicant why they propose moving the nest. The truth is the applicant wants "inconvenient"wildlife out of the way. However, one of the numerous conditions of Brick Cove's having 138 slips—when previous owner Howard Zehner applied to expand the marina—is that the osprey nest be installed at a designated location on the eastern peninsula. These conditions remain binding (please see attached document from town laserfiche). Bollard lighting Regarding the proposed low-profile bollard lighting ("for sitting, education and viewing areas"). It is well known (and lamented) that artificial lighting in Southold Town has increased in recent years and is changing the appearance of the skies at night for stargazing, but far more critically, it negatively impacts critical insect life and the navigation of birds. I have also cited the Dark Skies Initiative in the past as a reason to deny this aspect of the application. As with a good number of other proposals contained in this application, I am surprised to see that the bollard lighting is still on the site plan, since at the November public hearing Trustee Domino stated his opinion (and was echoed by colleagues) "No lighting on either peninsula." So even though the western peninsula has been removed from this application, this "no" obviously still applies to the eastern. Let me return once more to the "sitting, education and viewing areas" phrase put forth by the applicant. These intentions are not enforceable. Rather, they are a common ploy used to sound good at a hearing; the applicant could claim education as the reason for a park and even hold a few events of that nature, and thereafter never do it again. II The proposed work on the marina side of the eastern peninsula Proposed revegetation/low-sill bulkhead On EC-1 Partial Conditions Plan the square footage of what is to be "revegetated" upland, along with the tidal wetlands the applicant proposes to create, are specified on site plan EC-1, but nowhere is there a description of how much vegetation is to be removed. Why is this missing? It is much easier to persuade a board to approve an application when the natural plant life to be destroyed is not disclosed. As I have testified at previous hearings (and submitted photos), the existing natural shoreline on this side of the peninsula, which contributes to the health of the organisms there and has done the job of mitigating erosion, consists of variable plant life (bushes, trees, and grasses), and requires no watering, should be preserved. It has established itself over the course of decades. This is in contrast to the applicant's desire to control and subdue the environment for their own profit. The low-sill bulkhead and mitigation proposed by the applicant are what the Audubon Society has correctly termed "wetlands in a box." These do not replace the functionality of true tidal wetlands. Also, as per Town Code section 275, this proposal would cause habitat fragmentation, which "can result from the placement of physical barriers within a contiguous habitat...and can also occur as a result of removal of vegetative cover." Furthermore, Glen Goldsmith stated at Nov 17, 2021 hearing, "Based on the amount of fill, it would change from intertidal vegetation to a high marsh vegetation." He correctly saw this as a problem. The proposed 8' elevation of the filled upland area is "to match the highest elevation of the existing peninsula grade"—I interpret this to mean that Brick Cove/Conkling LLC found a point somewhere at which the peninsula is 8' high and is using that to propose making the entire peninsula that height. E AIT 1 3 20- UU Southold Town Pnard of Tri ict—q And per Town Code Chapter 111, erosion protection structures must be regulated so that "their construction and operation will minimize or prevent damage or destruction to man-made property, private and public property, natural protective features and other natural resources." Erosion protection structures, the document goes on to say, are "often only partially effective over time and may even be harmful to adjacent or nearby properties." 7-foot-high Navy-style bulkhead The application also asks for an additional bulkhead landward of the low-sill one: a 7-foot-high vinyl bulkhead. Remember, this is on the side of the peninsula where there is no wave action and a well-established natural shoreline. There is no justification for such armoring where there are no existing bulkheads. Again, the trustees stated at the last hearing that they "would have a problem with" a 7-foot bulkhead landward of the proposed low-sill bulkhead. Approving this application would directly go against Town Code cited in the above paragraphs. Yet another reason to consider ruling against this application is that Town Code 275-3 states "that rapid growth, the spread of development and increasing demands upon natural resources are encroaching upon or eliminating many of its wetlands and patent lands, which, if preserved and maintained in an undisturbed and natural condition, constitute important physical, social, aesthetic, recreational and economic assets to existing and future residents of the Town of Southold." Also, the Town Board of Southold concerns itself with the "protection and enhancement of existing vegetation cover in order to maintain water quality and wildlife habitat: protection of wildlife, waterfowl, and plant habitat and the maintenance of existing populations and species diversity." The applicant has not conducted a survey of species in the area, but to mention just two important ones, Conkling Point is a nesting site for endangered piping plovers and oystercatchers (it is fenced off for their breeding season as of the writing of this letter) and we have the largest population of river otters on the East End. Notice that on every site plan the proposed dredging abruptly stops at a straight lines at the entrance of the marina channel and again on the dock side of the peninsula. This is because the lands underwater indisputably do not belong to Brick Cove but to Breezy Shores. Per an independent consultant and per longstanding practice (for example, regarding dredging in the channel) between Breezy Shores and Brick Cove Marina, Any expansion, improvement, and/or other adjustment of maintenance of the access to the marina should be subject to the consent in recordable form of that other property holder and extra-site planning considerations and activities. The obvious lack of consent on Breezy Shores' behalf is grounds for denying this application. This project is intended as a barrier against nature, cutting off any interaction between tidal species in the area and eliminating the angle of repose that all healthy shorelines possess. Instead it proposes high walls, and manicured greenery inacc 2023 Southold Town The application is for a wetland permit, yet as I have shown, its implementation would only be of harm to the wetlands in question. The marina has over its history been granted the right to expand its operations to 138 slips despite environmental concerns from residents in Southold Shores over 30 years ago, and to use Sage Basin as it wishes even though 11 acres of that water is owned by Breezy Shores and it is a protected water body. We have never before objected to proposals by the owners of Brick Cove, but now ask that this wetland permit be denied. Very sincerely yours, Megan Barron P.O. Box 272, Greenport, 11944 Cc: Glenn Goldsmith, Nick Krupski, Liz Gillooly, Elizabeth Peeples, Eric Sepenoski, Elizabeth Cantrell, Diane DiSalvo Attachments regarding Osprey nest location (15.) and other conditions; statement of consent by neighboring property owner. All sourced from Town of Southold laserfiche pertaining to SCTM 1000-57-1-38.3 re rp �LAPR13 202-3 out CDid T I—..B.oard o Trustees TRUSTEES John M-Bsedemeyer. III.l'r'esWeart � �Plf SUPERVISOR AJbce I.KfuPS4 Jr.,Vice I ideet . ` � SCOTT L HARRIS Henry P.Smith M: Town Hall John B.Tuthill 53095 Main Road Wglliam G.Albertson P.O.Boz 1179 'Rlephone(516) 765.1892 ^ t Southold.New York 11971 Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 22, 1993 Mr. Merlon Wiggin Peconic Associates 1 Bootleg Alley P.O. Box 672 Greenport NY 11944 d Re: SCTM 157-1-38.3 4t��p Dear Mr. Wiggin: The following action was taken by the Board of Trustees at their Special Meeting of December 21, 1993: WHEREAS, the owner of Brick Cove Marina (""Applicant") has proposed to Modernize and improve marina operations from 91 previous boat slips to 1.38 boat Slips and three ancillary boat slips including fuel dock, work boat slip and, service slip on a Site formally known as Young's Marina, 12,5 acres in size of which 4.2 acres are owned underwater lands, rove areas, landscape, install. and maintain, a marina 'headp pump-out facility, install a paved washdown platform with sediment and Oil separation system, install a Storm drain interception system for parking area, relocate and improve an existing ora-site sanitary system, and dredge 29001 cubic yards 350 cubic yards of slope dredging, ,and approximately 550 cubic yards at the basin entrance to the marina inside the basin ("Action"); WHEREAS, the Board of Trustees as an o created over 315 operating entity was years ago to lrelp manage the Towns c on, natural resources and has been empowered to regulate wetlands Pursuant to Chapter 97 of the Town Code; AND WHEREAS, THE Board of Trustees has assumed Lead A enc to the provisions in the State Environmental g y pursuant eview Act (""SEQRA"") and are familiar with the Action, sitelconditions and the surrounding environment; AND WHEREAS, the Board of Trustees received a Draft Environmental Impact ,Statement ("DEIs"") for the Action and deemed it complete on September 30, 1993: AND APR 1 3 20P-3 --9,0-, ., taONt�bN� l��d��iru WHEREAS, the Board. of Trustees held a. public hearing on October 28, 1993 and accepted a Final Environmental Impact Statement ("'FE S'") on December 8, 1991 which addressed all comments raised in connection with the Action and the DEIS; AND WHEREAS, the Board of Trustees have considered the Environmental Impact Statement and the required Findings Statement; NOW BE IT RESOLVED, that the Board of Trustees find that the requirements set forth in SEQRA and Chapter 44 of the Town Code have been satisfied; AND BE IT FURTHER RESOLVED, that the Board of trustees find the Action to be consistent with the social, economic and other essential considerations from among the reasonable alternatives in minimizingor avoiding adverse environmental effects to the maximum extent practicable, AND BE IT FURTHER RESOLVED, that the Board of Trustee find the adverse environmental effects revealed in the environmental impact statement process will be minimized, or avoided, by incorporating as conditions to the decision, those mitigation measures which were identified as practicable, AND BE IT FURTHER RESOLVED, that the Action is consistent with the standards of Chapter 97 of the Town Code, and will not substantially affect affect the wetlands of the Town, substantially and Adversely effect fish, shellfish o ' other beneficial marine organisms, aquatic wildlife and vegetation or the natural habitats thereof and otherwise not substantially and adversely affect the health, safety and general, welfare of the people of the town, AND BE IT FURTHER RESOLVED, that the Board. of Trustees approve the" Finding Statement prepared for the Action and file such Finding Statement with the Commissioner of the NYSDEC for publication in the Environmental NewBulletin, AND BE IT FURTHER REWLVED, that the Action is hereby approved subject to the following conditions: 1 . Lateral movement of residual spoil shall be controlled by the placement ofhay bales placed end to end and firmly staked into place Along the boundaries of the "Temporary Spoil Disposal and Dewatering Location" as designated on the survey prepared by F+econic Surveyors, F.C. , last amended August 10, 1991 ("Survey") . Such hay bales shall remain in place until landscaping is completed. 2• A row of 'hair bales placed end to end and staked into place shall be placed along the seaward boundary of the proposed storm drain interception system water except where it crosses the asphalt ramp and washdown platform. The hay bales shall remain in place until the parking areas, storm drain � �� --P ( �� ' l..r I� '.. APR 1 202.3 .. South6dM,...:rwra............... ILS rd of Iru StE:r es interception system are constructed and the landscaping is completed. 3. The stormwater interception system and washdown platform shall be constructed in accordance with the Survey. 4. All power washing of boat bottoms shall be limited to the washdown platform as depicted on the survey. 5- The washdown collection system shall be periodically maintained and accumulated materials shall be disposed at a suitable upland location. 6. All septic leaching systems within 75 feet of wetlands as identified on the survey shall be relocated outside of 75 feet from same. 7. ,All proposed landscaping except turf with 75 feet of mean high water shall be of ,species native or near-native to Long Island as to preclude the need for regular fertilizer or biocide application. All turf shall be of fescue or similar low maintenance variety.. 8. The marina shall continue to provide clean restrooms available 24 hours a day for the use of marina patrons. 9. A boat pump-out facility shall be maintained for the collection of boat wastes for the use of all: boaters docked at Brick Cove Marina lmnd vessels coming to same. The marina may charge a free for the use of the pump-out facility as to cover its costs of purchase and operation. 10. All boats dockedat the marina having fixed installed toilets shall also be equipped with holding tanks which permit the collection and pump-out of boater wastes. 11. All seacocks of sanitary system "Y" valves shall be in closed position and sealed by means of suitable tag or device. 12. Logs shall be maintained of use of the pump-out facility and ,shall indicate ,for each boat and owner having been serviced: the date of pumnp-taut, name of employee servicing PuwP-out, the vessel registration number, the volume of PUMP-out, and; "Y" valve seal date. 13. Logs shall be Heade available to the Board of Trustees, Bay Constable and any federal, state or local public health, environmental or building code enforcement official requesting saw! on any unannounced inspection. 14. Collected boat wastes shall be disposed at the scavenger treatmtcos septic cstem oSite. marina shall main d rerdncludiingreeiptsfrom treatmentplants AFT 1 . 2 0 Z3 Boata�� is appcopriace, or date and volume on-site septic system. of pump_out if disposed in an l The Applicant shall inatall an osprey nesting platform at the 9.0 foot spot elevation at the southwest terminus of the ,Peninsula adjacent to the channel entrance to the marina (designated as 9.0 on the. Survey) in accordance with the attached plans and specifications. 18'- Specific language in the leases of prospective marina Patrons shall include provisions to control engine noise with mufflers and secure all loose halyards with proper tie offs or face loss of marina privileges. 17. Docks proposed as the innovative floating design shall be maintained with the same functional attributes as described in the Environmental Impact Statement for this proposed project. 18. There shall not be more than 138 boats on the site excluding the temporary docking of a boat at a service slip or fuel. slip, work boats, prams, dinghies or unmotorized row boats.. 19. Only "nan-toxic" anti-freeze shall be used on site. 20. Inspections pursuant to Chapter 97 and this ,permit shall be Performed by the Board of "trustees or Hay Constable upon 24-46 hours notice at a -cost not to exceed $280.00 for: a. Installation of hay hales as Permit Condition #1 and #2 (2 inspections).. b. Installation or construction of stormwater interception system and washdown platform (1 inspection). c• Removal of septic System within '75 feet of wetlands and construction of septic system beyond 75 feet from wetlands (2 inspections). d.. Inspection of logs (2 inspections) . e. Construction of the Osprey Nesting Platform (1 inspection).. 21. The Hoard of Trustees at its discretion may annually charge the Marina for one inspection at the prevail-ig inspection ,fee rate in order to offset ongoing expenses to the Town in toring the pump-out compliance requirement of this permit. 22. A copy of these permit conditions shall be posted on site. vote of the Board, ALL AYES. APR 1 3 2023 Southold�Tbwn c� r� of Trustees My WebLink I Help I About TownOfSouthold >Planning Department>Applications>Site Plans(SP)>Approved >1000-57.-1-38.3(4) 13 /226 `T PDF �� Q #« View plain text 9,26 in x 10.9 'Brick Cove Marina 3 the date of pumpout; the name of the employee servicing pumpout; the vessel registration number; the volume of pumpout; and serial number of "Y" valve seal tag. 1 . Logs shall be made available to the Trustees, Bay Constables and any .federal, state or local public health, environmental or building code enforcement official requesting same on any unanoulnced inspection. 13. The applicant shall erect signs promoting the use of the pumpout facility as per DEC permit condition. 14. Collected boat waste shall be disposed at the scavenger treatment plant at Greenport, or other scavenger waste treatment plant, or in the relocated septic system on site. The marina shall maintain records including receipts from treatment plants if appropriate, or date andvolume of pulnPout if disposed in an on-site septic system. 15. The marina shall install an osprey nesting platform at a mutually agreed location of Mr. Bruce Anderson, consultant to the Board. 16. Specific language in the leases of prospective marina patrons shall include provisions to control engine noise with mufflers and secure all loose halyards with proper tie offs or face loss of marina privileges. 17. Docks proposed as the innovative floating design shall be maintained with the same functional attributes as described in the literature submitted to the file. E-11 b��: ,' zAimr v coffouzTMG 1433 xorAc ROAD SAG BARSOR, Nzw YORK 11963 The DEIS' for the Brick Cove Marina project has been reviewed by tkiis office. It contains numerous deficiencies and failures to fully analyze issues or provide mitigation. The areas discussed below are so deficient that they require a supplmental DEIS to address them. Simply responding to comments made, for instance on the alternative section where there are no alternate sizes discussed, with failure then to have comments on such new information, would be contrary to the purpose of the sEQRA regulations. Specific comments on the DEIS are set forth below: III. DZSCR2PTIOV OF T8E PROPOSRD ACTION 1 . LOCATION. The access to the marina is clouded by the fact that, judging from available site maps, it appears to be off the subject property. Consequently any expansion, improvement, and/or other adjustment or maintenance of that access should be subject to the consent in recordable form of that other property holder and extra-site planning considerations and activities . This further complicates the assessment of "transportation" impacts for both the access road, Sage Boulevard, and N.Y. State Route 25. Impacts to the State highway by the proposed project and possible neighborhood expansion are already potentially extremely severe. . � E, re ,� iW�°�II:�� ! ��"d POPE VOORHIS ;MNELSON 00 environmental•land use •planning Project Description with NPV edits from NYSDEC & ACOE Review UPDATED: Febru3ry 2023 CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±835 cubic yards of sediment from the marina basin inlet (±7,250 square feet or ±578 cubic yards) to a depth of -6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or ±257 cubic yards) to a depth of -4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct ±200 linear feet of "Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of ±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an ±1,700sq.ft. area below the plane of the spring high water line and ±145 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±245 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVO 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 4:1 mitigation ratio for±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the"Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an ±1,150sq.ft. area below the plane of the spring high water line and ±655 cubic yards of fill over a ±5,250sq.ft. area above the plane of the spring high water line;the filled/upland area will include±4,200sq.ft.of permeable(oyster shell)surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 FEB 2 7 22023 Lang Island: 70 axess Road,Melville,NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson- alley: 156 Route 59, Suite C6, Suffern, NY 10901 845.368.1472 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: d2j C" 3S 7 39-3 S-3- -5-- /,� o &- STATE OF NEW YORK COUNTY OF SUFFOLK residing at _ being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Signature Sworn to before me this Day of . 20- Notary 20Notary Public Glenn Goldsmith, President d� so Town Hall Annex A. Nicholas Krupski,Vice President �� ltd 54375 Route 25 P.O. Box 1179 Eric Sepenoski i Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples hyo Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, APRIL 19, 2023 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Nelson, Pope, Voorhis, LLC on behalf of CONKLING ADVISORS, LLC LOCATED: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 For a Wetland Permit to dredge ±835 cubic yards of sediment from the marina basin inlet (±7,250sq.ft. or ±578 cubic yards)to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or±257 cubic yards)to a depth of-4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of the easterly peninsula; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an ±1,700sq.ft. area below the plane of the spring high water line and ±145 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construct±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct±245 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline;the created wetland area represents a 4:1 mitigation ratio for ±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an ±1,150sq.ft. area below the plane of the spring high water line and ±655 cubic yards of fill over a ±5,250sq.ft. area above the plane of the spring high water line; the filled/upland area will include ±4,200sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88)to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting(for sitting, education and viewing areas), and ±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet. INOTICE OF HEARING 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: +CON KLING ADVISORS, LLC SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, April 19, 2023 — 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 .m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 ,} - - - _ - ` - .- • ri:�i .. 1},t r max:; r' r 4 � � . `f. i j ''• Y �f � " - i " Jiang or r . • I yS • �- �ate• �` y':.�� 'iY' - - y al��" T } ~� •� .�r, g _•.rF.a�`�r " y �l f i i -ell NEE t- r , i 1.11• ' � r'M.�_� �Y.. i,`L� - _1 a �•• �f� - 451 �i ��. :•;.� �it . _ ��,. Ablk dl W t , � M \ •--�. I ` �,T-•. r� ...} ' M1r t + ;, �� ►'•'' .�:. _�` —gyp '.Gyp �. !_f•,'• "' �! •'�'' ` t.. .� \'.!}" �. ` '4 '�, r�`+ ��"7`7-.:a` , _— "4-.. .N _ Se f 00,000, Ile If 1A Ij % ! .+ 4IX fl `. r :w _ low . • A ' �! i. 104 ,,J :+ / rip ON '�i';�' .t til •� ., �. y _►� Y.• �' II �„ .t ,�.�+". "Yi� �-S'/�'L t�+� �.J;�.� ; _ a + �• �' I 1�, �jf �r '�f� +irii�, � ! 1 ! •�" .N 'R"•. L ��' X41 �. Y r 5 � c, ,. ^�• + � v. s p }".,. Y rj•� �- ..._ i r. }'i1�•� �r �#w•,,N '.`�, �M `/r„A �r s. �� f !; ,��`.'�k,'�� ': li Ari 4%•1J�_ y`4 s t �� JJr � �� 3_ � � d,., yrs fi, ,F��•� i'. J* b.� �� .a� �A �� x �� F � ,�';� �,� ,�•� � � ��.. N .+��` 1,i � .51^�, �a �r �' !�... 4�a s. � � � �+ g5 Glenn Goldsmith,President �0 COGy� Town Hall Annex A.Nicholas Krupski,Vice President o 0 < 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples � ,oty Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Daterrime:.3 7 23 1): , .... re ..•. - ux.,r ,. --.-.. .r .��...v ....� .. -z.,,wt. �._,.,.. .... : .u4r. �,:->s �,. ..c - .+ ,.a„ ....-so...,... s_....e, m�•zx a_....,-... >.:•.t. .. ,uu:. -.� .. n - . .W.it:.,:- ,.a'�u'k,.a•5. t` ''.n.v.'».-�.' •.toa'...i: .-, ':v. ....d._..�.. n .1.>. _x ,c_�aw... nSa i...1..«_-, "` .- - -3a pO `AI ' 8 -6.569 -5.7 , \ `58 e43 -6.1 l/ �'�qQ\��e Land now or formerly of -e.s 7 I `�•�® e!/ Breezy Shores Community Inc. 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'1Q o t,� wa \-- + SO r 76 S4 o/td8 `4a ..` '4,g 8 ,t `8.6 S� , 9.55 \ •�` 7p , T /1�..//� Z ' Q r -a5 `70 -1Q> .g ••� ,`\ e \. x 901E` •` _" sly(/ 5 m ro ' � `11.0 -ems •° \ 1 \� / x • +/'}��/$'/� o `\ a1T� 9 �C \ \ \ / � � .rR7 iYrQ-il '\V + I m ,� , ,�,� b `Z} /♦ 73 l ` 3 g -r.,Q /�" -Ioq 8. `7B , o -Z_ , ♦ .3r °l 4?j �> R Land now or forme of `�► s p '11.1 -1I. e. \/ ��'"` 47J • �dCE k 9 \ ` dp1 x d,m D RAWING LIST v .3 7} a -11.1 -105 8. 6 )(\ K inki Living Trus! d�.m,e.z'r \`, a I \ \ x 42, x 4 ..j0.8 2 _ P --.-` �o \ ( lET ♦+ `�` 1gv `il -g@ B.7 E,79 -r'. e\ d43 1 1 ` --8�"�- r ah x4 OA-1 OVERALL PLAN`10.0 �t�e ` g ° 0. / \ ` x ' I .d7 ~�f`` aEC-1 PARTIAL EXISTING CONDITIONS PLAN1. x+ plA43 / yd'°.e -�1R jl `10 `ga ` }; \ - x / t ` '"st a ° ,A DP-1 DREDGE&MATERIAL DISPOSITION PLAN IkEYMAV -ke -11-8 ♦'13.1 6 1 -1 , `g•3 \ , `D ft'° `a, , ` 9i i ( I _ -�r \\ ° -t$g -12> 1.e Q.g CS-1 CROSS SECTION DETAILS SCALE' 1"=1,000' ° '•rj.g !•�,� I r '8.b `e•0 'G`it 1 '•� x4 J \ i 4 • m -eg jlg 'zl -z3s 1 7.6 '/°oo �i \ t 1 xa5z r I `� + \\ /-ate` • P-1 PENINSULA PROFILE m' 0 m• N ,%,m' 1 ` ♦'73 -IZ° `70,87 ,/ -°.e \ f �,, �#� \ \ \ f \ `♦ ` / / az al o v o mY yl4 `121 -12.2 1 ` `r2.3 '108 ^8.5 '7a \ ?J` If r� \ 1, 709 1 t { j dJS �� /1w `\ - x '1 747 r m m as _ -13p `33 4 n , C g '6.8 `73.2 ♦ / g `•77 \-4.8 Ill \ ien�i\ x , cubti` y_,1 1 \ ♦ _b._,_ �., '� 7. + �@ '122 -rag "�. '108 4 , // ! end 1 tur6 \ --I� l 1 ,//U \ '+�w kl,q k TJ m n 6 _-13.3 r e. '?6 `@� , \ 0.61 1 \ \ I / \ , a n •> -1L8 13. -12.7 ♦•'10.8 2 \ \f l / // ♦ k)d `� �' dr n / `9.a 1 r -12.2 `19.9 `12.7 \t0.� -g.3 =�> �B.>1 1O. I, \`, \s, 1 � AI�I\ t��\\ 11 xB °�' d..y ` 1 kr}5 e' SITEDATA r o^' m `@'2 ``1J. 4 -12., -a• ��r♦`_ 7, a 1 J I \\ i \o I '7n _b 1 4 2* + 4 x r o- C? @ '° j0 ! 1 =1 O @ 1 `\ `� \\ l / i \r-\ 1 •r / `34 5 > 0 gi - , \ - Fl�l>EME US ! t,[ r ♦ ldr, ..rhe i J 1 .g ` 7 '1$0 l3 IA. 5-8 > 2 �,`/ \ r x r p _ 63 _j0 ' r `123 7 `�..�' Z i rss \ \ r a a �•, �`"�+ ^v3 k SCTM: DIST.1000,SECT.057,BLK.01,LOT 38.3 >n ,' q -8.1 a -0 r3. -e.g r -e \i 25 -1 w 4/! \ t a *R, .l r x\ x )rz , z ,,, a 2 `I2.2 '1o.a •' 21 \ 1 / !4 M r 1 dAs,r `xL e ' i b ' j '?g 'g'0 `r•B 1 IQ '45 ..y3' 7 \ -3vA'Ef/ -. 1. \ d'�t 1 t = y , 4.� a b o -Aa ` @ !♦ ,/�( on°I p I \ \ 1 I f �9-, e �a! an ' PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 •�7Jo -)@ '78 --1. T. l \ l.I, r Q'Y a '130 `127 4 '10.3 'B•B 4 ♦ I 'ie \ \ \ ,r I f \,o t i t J 1 d5E \ -7.a g.8 `12. r 8. -e.b `7"Z' -Zp � , K 5 t r ,, J9 t e �1 LOT AREA: 536,785 SF 12.32 AC s `25 -1 - @ -e.g �HWA7TR-r--`}, 1 earbeteF ) e>pfaA ! 1 t / q ! !j \\ dvn B61 `\ xl!/ ( ) ` s `z1 ;-` >V ldwp dJ, 1 � / \ ddi \ + UPLAND AREA: 325,995 SF(7.48 Ac) NF ! { ,✓ , / x r ! AREA UNDER WATER: 210,790 SF(4,84 Ac) ° }e 171 a _v.. 'ar '9 z y ',} '�Br 1 \ 7 r EXISTING ZONE: MII-MARINE tl •Y -9. 4 -1r.6 `11.A -.ag 1 1 ) ^�a r r l ! t ! .� C G >:! r u v 7 `J0.@ -Il.fi '10.8 ° 'dg '66 1 /1 x716! � 49, � ,/ � ( x1S! x565 1 1 / 1 r ' o , N ti w � n n o `B.0 7 1 `02 -B.@ , i -� l ! ) ! •?TI / 1 o kdq 1 x / - o , b v '7 '07 '6.8 'Q> 7 'l.b ,y t I 'x / 1 x / kg/ \ c i �:N c ' m _ `D.3 B. 8 , 1 l 1 R!6 ! , ! ! ! l f / , s , 7qq /x _ 1 'a y y i , fro' N ea ->.6 '7.a e. DQB7iB0.47s[IYS°.n B .at Wet �pp�� 1i1 I / db '' ,fit \� i 4a1 J�" -x EXISTING USE: MARINA ; , , n a r , N 0 1 �r b m b -7@ --6.g `e. 5 /.-_` `7e `8.2 `71 -B} B 1 , ) / x xd,g i �,! \ /1 / 9 z s -b.7-�� -7.o g -ro. `71 a `4J [ `12y� t 1 +� ! 1 xal, I Jo \� SCHOOL DISTRICT: GREENPORT UFSD r , n' ,� •.. , i ; h w r �'' .Ir ^ _ e `46 ` ° 5 `8.} 3 »1 j ro ; b �' �/ y '.l /J -}-y , `gs '} `yz a, - - ,g ► -r•� �I I/ / \ / -�-9--) 1 POST OFFICE DISTRICT: GREENPORT 11944 a w ' i nr , n o ' 1 -B•8 / lo. '0'z '7, ` d _ ' 1I d9Q' / `pest \•'to-\ x l / d,y d7g _-. r „-• y, / + , n •' `.1 / -3.} `4.0 `44 ` 2 ' 2 -@ -B.J `!.° / \ t l l I J �I(---� 1 / e Navi a�7onal 3 b br s.6 `-�_e `g.} 2 ll 1 r �� iio 1 / / / I / \\ \ FIRE DISTRICT: GREENPORT FD \g -0..g -0.} '7" -e3 `B2 8, ' e �p +It I a W x \ 1 r \ \ , / r' \<" ��a �� `+.3` g.4 _ -ze -e.2 A 1� t 4� `\ o`y 1 l l ) , + f\ r x4n WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY s ,v h I 3, `J ` a D, `e e B , \ 1 x J A •> l°117C UT'irir v 7 b b r - , `r.> =aA Ia z ' a e ` I ai \\ DATUM: NAVD 88 Ph1 s \ \ 4} 4d1 n B 4 4 >, B; -1.7 l P"p ! S 43E � { P •r m [ r. t E'. n m m / r: m \ -Z -1.9 ''�'- x b!9 xa4T hnr' n- .°,a el a• a `70 -da 0 @ 1 j.r li".'.•.'-Oo x \ NM tmf -oe -4.@ . ` 7 y °� t. n //° I e-� x / \ / are x , rc q�✓ , a5/Tpp�,�� , \ `7. \ -. -r. \ `B3 1 6. b "•_ l 6 w swell `ze 6 _ g -r.R l l 1 I r xi r m „ m m \__._ Jam. �• e -3.7 - } eua ��9 ` �.a r. l %// ' ' ! , rm>h ry1 = 1 I 7 +szs, 1 / ZONING COMPLIANCE TABLE: �, m ' ' e •n ' iia 1 ->.0 b 4 , !/// ,��__.. / 1/�\ \ & r.i\ b7 xd97 o 1, __ �`, y i 61f �% 1 \ t 9'"��-,\ �. \ i c 4 a- s 'n yy ^$.e _> `? { , M/, yr J I�? \` t, a / �' ' '+, oa � \ 'ze `4@ '41!&N WATERY ! � J I \ �. / \ lxq •rs• d:e! / T r M f �; a . .e ��-«--___ lr ;r q��\\� // ad g ® ZONE:MII-MARINE If n r-N , m a r , c `^^ \ /#rd' `>o _a y1 lYlll� a�--lt,LC_ , a\\` ` /1 S �� ' 4g A • • , b b Q'/o � n• r n 81 �-1.2- -•S �T�-: a hY' 4 "a.> _ 1Lh`_-" a I '1�! / , r C \� .- 8. `6 \ $ �`• ? 1 -T0 e �° ' j/rti ! rJ !` w \ 1 ! f \�\.. r ,tls ° rs e / CODE PROVIDED / 7' p m b n m 3 - 2 \0.2 \ `ro @ `§a 1 /rl x �'J \\ , co �xv v 1 i ITEM `�6.3 �. \ -4@ a `a8 MeL/ 's// ✓!! / k 4 ` \ x a y s ` y -%p _ - B. °_rl 1 / , ! j 1 �tE' I__4 , s1 • 1 LOT AREA(MIN) 80 000 SF 536 785 SF m a Q.a > e3 � \ �/ ►eL1 -6,a e �,J b gg (/! ex .-> rT ,11 / x 6Je °1 h r n m b o,A4 a - e > '49 �..� `4.} \ v d//d�py R, Ire LI.f )3�11 i '' r 1 / a , -` _ ��P d x t r Y' B` 5 1 47• ! 1 , , 'es b ,n 1 �'Z. LOT WIDTH(MIN) 150 453+ _ // 'l.f' /' 1I ! [ / ( 1Jx �n n M16. xE QU ( Fj B `.2 \J dfl f r } ,// / 1 ' 4 / 5 �6 -xg e. � a t►e � \ t '� (MIN 150 772.51 ` ��1d`rr -!�/aa s' 'Ag 'r.� /i' i i ! !g,/ ` h,' ` dla � 4rl '\ � � / LOT DEPTH ) 1 w ro o'nho/ ag a0 '@@ ee oy r may\ - • °q S /° J. /j///,�// / l `A? _\ \\ l •��„M as} J r ! n7-P., s , �j0 '2.@ " .� A�i /1 z93r� ! t y 1 all e, *dv FRONT YARD SETBACK(MIN) 35 233,90 -a.} `8.0 / I d17 at, r l xd,r, rLy \ 1J. , , - ff0 _ h CS - 6 7 ° e No r.€ 3 / / 49J G, `` ;� 2r . ; b -4@ 7 , 7 _ , \ y r. , /J ! tid�Er .h J x s \ •i SIDE SETBACK(MIN) 25 106.10 m' m I a`. @ �a -aB 1 - 1 �A� - / �l, / , ,•,, o.,o/ _ 1 a x e/5/ xd31 `\w Z _ - ass '!/ / cGrb I,�• 1 as 4� dr5 \ ! `43 . J �.. / / x \ 87 / .`s> rYp6od r4- tea'. -+-� //�!. J , 1t /jj xaJr / J (MIN) m m ^ _ 24 `7 D°CPSd83 StlPS 1 `B6 �.d L/pU t \\'`` _ -2' rl/ 1/ / +� � \1 0 m n b .• I , a�`Q va a `7,7 - B -e•> "`�..e / `Ie '` `-'- :- -3-'-,,'%�l ;a; 1, 1 oar 1,� 1 1; BOTH SIDE YARD MIN 50r ' .s !;� \ do J REAR YARD SETBACK(MIN) 25 162.60 `78 774 `7.5 ..711 -g5 '•a.gUO \`\ % -r.-.,"�-�r -''./ 44y I �` Ix ( / e ) x ` 3 -7g -4R -B.g -4.g 9 2 5^ s 4se � , e• ., �. 4!r \�^ ar cr � SETBACK 70 WATER BODY(MIN) 280-1168 75' 76.87 1 ' \� =' i LANDSCAPE AREA(MIN) 20% -7.0 `>a -6.@ `49 \\\ ! / y� 111 10 jr 0 1/ l /� \ c '.B' \, �i / o o, �•\ r Qi a -6.a -71 -6.$ 'e.6 \ J�/3�` \\�\ d f �1 f / ,af/o o I � 4 dig ,� [-.� / xd>9 y , � o ->,y '^B 'B.8 -E.g `B.4 `71 > '8,3 `77 `4.7 3. \ :�\ ,! 66 - o > \ , , I LOT COVERAGE(MAX)MA}t30/° ° 6 'B.} -6. -6..g `e6 _>2 `s.•g }, er/on.- 1111 vim' 1 e4r :�°�%, \ --• � X6jE S x t ,/ BUILDING HEIGHT(MAX) 35'/2 STY 1 STY e 2 'y2 - } I°rld 1 1 .r ! 1 ®�. k6i1 ! 1 n• n n`? •? W `e-4 `42 `e.2 `6.B `72 '7;1 `7Y `6.!\•.-5.} M'Pt d I I /x C�11 .c '\ 4 \ d!1 V 4(T I -e.D `43 `71 _745 X93 `4.2 / ` \ 3 \ 4 -6,3 -e.g -7.9 ` 4 s - , 1 ` \ \ -s -6.6 -e° `ez -a.@ y s '` \ P 1�hrL r ` S.TORyB zs-6- \ ,s aJ, -ta - 'r4Y \ \ iJ' \ 1 4 4 r l dl0 °-s -24 -e� 'es7 --7;23 9° ^?af �J� \5\, ` ? 1 x416 j "i-'� ��llp/lYGI +/ yam® �.•aTd `\r `i7 �i li'1 SANITARY CALCULATIONS *j ® m t'- „ Bg ' Bal `6�0 �B aB `>7g y'!.@ `u� \`8.9 `4.4,tea / �9/ r / ` Y �&.�l \ di9 �\.p x \J k4pr xa ^x zz rt�•,,�t... / ALLOWABLE FLOW ',` w B, 1 ` d ` ,qo9 , . x "� - d,T, a' d19 �'+6 t 1 N m 1 'e's `6.1 -e.s 7-a t, e/e` e.o 1 dJ! ,ar Mx ead- // M tis GROUNDWATER MANAGEMENT ZONE IV es ->3 ` o la J� (� set/°fir 1 x d a ' n6releA! p,4T/ "e x 1 l ^9.a -'-3a 33 Tg ) .se 'z'4c•�,,,,�1 8U/!D _� 4`11 I co 5° h ALLOWABLE DENSITY=600 GPD/Ac i _ 6' / 1 'el `4B ! S ` 7rJ � �SPS � /HG ` x 1-?J + ` 1 `a•B 6. 'B4 (\` u -4 -e.3 `a1 `70 s -ds f 5'p ,p l)m 41e r�1\ x4/r x4!6 L �z \I zx lysP� \J\. �\ x 6 / 1 z\ ° r 12.32 AC x 600 GPD/AC=7,392 GAD -dg atf' ,6' 1 `Ba -6@ `ej _eg -e6 `e.° 1 trq ®1®i \ ` aKt UND " dr r -@e eg e.1 ti c� t/oq° _ 7a7 �\ /I/ A ' �'�r i �S f'00l \ i "y� xau ( ra y r x `t -e.g >O -Al `ar 6•Q U° / ` / ['1 I x?Je \ \ "!' des ` s's DENSITY CALCULATION ` 4 - 1 `72 \ wpf/ aT /Sjp 49 4r Tl, _ x aT! 41gx \ b} x 1 '3a er oad' ren Tor x �i J 4r /RY�t,• ba T , P 'waw. 3 sEl ; , '6.g ->,. -7s w l 7 / 8U slY7� v \ / e ae x i ei,R EXISTING: r rm , m' m '; ^� o ;v m �► N�.9 o iv o b m m m o 1 `71 `47 - 3 -) / 7 ' y 1 �/i / Y 7 1/ a, i 5fiF 'rB 7.39 AMY \Rr/Q !15 1 QJy 6 6\5�/ `z1 >. ^`e_@ >. -l.st 1pIc`/ °' Iw \ ;"'1' r. ! /� SINGLE FAMILY RESIDENCE = 3001 GPD ` D°CJS6ArQArsuns �y2 `7f -?3 -eg I /i/,� d i°e E` 4J t� / 7„ \ `°� WAREHOUSE 6,950 SF @ 0.04 GPD/SF = 27& GPD --6,7 .-71 -7,5 ">,p .71 ^7p I '#> f ( }ys x717 \ `� l i ! x '- a_o•o 470 , fie/ 17' , 7,77 / a91 o t / 1 54�' [ x,� '?5 `�s 'S.1 sn ' i ''Tr q1 dr °' 'exasr t /� WAREHOUSE 2,500 SF @ 0.04 GPD/SF 100 GPD -64 'o4 -73 'l,8 -75 `$r -0�rr ��/ ! 47E 491 cRAVEI ` V 777 Tom. / --�^\ /1/ !l/ �\ If x4Bl It @ = / ! :,� �� x l ) da7 , MARINA 140 BOAT SLIPS 10 GPD/SLIP 1,400 GPD ` '8.4 -g. `7 j `31 -7B `71 / `$2 1/ , 119 % ° / °'e �1/ PAVEMENT ) >` .` ! i , 1 _^1 c POOL HOUSE 17 OCCUPANTS @ 5 GPD/OCCUPANT - 85 GPD e -4R `6J ->g '?z `5.3 . / `tea r CRAVEi 1 / 1 / 1 E .\ ` ! B.D `6j / o' , / Ivdanw / i b .@j `7�i x R, 1 �w o \` 'ds o '$1 '>, 'rz `5.3 ` a ,fll f/L w / / rt4• d PAVEMENT -- ! 4 7 k a , J j TOTAL 2,163 GPD m i m r m m 1-5.B • -0.7 / / \ '\ �- ) t - e t t t r h I dsr / c // 1 k'a a6r \ �' 'B.a `5.B 'IE'`�'111 ,o` \ W '' tv c. m a is �, 'Q.0 'e.7 >-3 _.78 `Oa `B2 • _. a 1 ' \ / x•!11 / /•" . 61V I � ✓ r s. ^6 3 -6•e NICK WA73A'el °e tA///// / k �`._ d 717 CRAVEI \ AI J I/NE l 'g1s ///l qA'a x / `\ PAVEMENT r`J} ' i / reUo 9 •�'!!/1/ l T,{0 709 6- k, (-7- CL •-7 \ \ ) \v / a 4 , tp al11'g p N Land now or former) of 'B>to xT+e }J i •.t `,\ Breezy Shores Com�mllnlly Inc. . `e.} 'B4 J/ �5,y.�/ -9.1 5 1, r'','/! ` --_ _ x7)7 x77J /- 49 \\ l J , b -56 -6.7 `E.r -.7.4 N 1 :s a ^* •" ,v N -5. - -8.0 CV `\ m 'm o 'm v o N •� m A on 7 42 - -$2 -3.5 in .a 1 11 ////l l ` T,SI / ! I r f•'1Y -6.0 -Al , '6.2 ^l.ql '"`//�/// / w� \\ 7,y1 ('�\ J "ass x4N i\ `•_� xa� � 1 xSu ` / .z -oz - 1 'e2 '6.3 6 :11.2 r 1 / ,! 2 7 x ` /� , o `Ba -6.4 -el I / [e ,/ / , o / ds, ~\ / ),U A `e-f i 00 /l/ / /d6p U / / \A / x 1 x \ -e.s -e.7 'e2 va ,1 5 > o i r / c ra! -_ x a !1, a u 4 7 Q. Nf ! r1" 1 O -60 -e-@ ' !t ) ( h r --a-- -1d11 / QQ'OGrtd / \ / x46, Bis x 'B3 -6.7 `5.8 1 Ic 2 c QAVEI \C> ,�j q�' /l \ / x4& a3J \ _ ( l i ( Lord now or former! of -e.4 '4z -5.8.> 'Ss 1 1 '61 81`� PAVEMENT Y -'- r�"� e. `B7.'M Nto `6.3 ( -p' � N �`�"� ' \ l +• 1 \ 49r t t / Breezy Shores Commllnify Inc. 44 ` - 2 "z{`8 Wry '4R r f• 1 I//I ��_�' \..l x 5 .g-- '�" ��/j/� ra ! \ I l , rl o ,. 4 6. / X32___ \Owl- E � *�\` w � m � o A c � '^ -8j3 `B�.B // �� '3{ _g04 t � - ,o'.n 'iawr / �k, 1 ( � .6./ 47q 1, `l No1'rr /// i \,y-�/ \\ 10 o s a _�, , ^23 -`!,� �4,V� / 1 x495. xdl6 459 � k0, dJr ,tr `'\ \\ ,�.• o i`¢3 `1.7 --`••`02 v_r', --" "-MT""" i Qriq'g,L� i ; \I I! / -' / 0 50 100 Cy \ o �/ -26 -. MNW'' \ , `r.e _ Zg - ■ , ��_"�/ ! rb / / /1 �•- kr/td l/p9 L/ N ' 11 � `5x457 1 J 11 SCALE:1" 50' m /�� \ � \\s , �/+• ~+t- 'a ,.i� - - _.,r\I(��_ ``�-..� - \,.__\ rh 44v _ib�'1\, It \I / 1 t �- !7.44' 0 <-1 - :3 +•��r -`, '? ,\ 5. NO REVISION THIS SHEET 12-01-22 DJG Ngo°o&"4©" X5,15 0 (Ir \\\\ "'/^' _ _ A • -= ;_ \y a # _q' ''�l�-+�-f..-.. `ZP,�W `�.( 1�\\ s ��- t /! 1 r tY! J ' A. 11 rt 1 .. m „ '��' / \`� V\\ lb ;i9 �St``� �Aw �r� 1 \ l s)4 x 1 1 1 1 4. REVISED PER ACOE 11-03-22 DJG o NICHWA7ER i \ h �' \ \ ✓ l _ i SO, +. `�.� xdEv 1 x 1 L /[ 4¢r I / 1l \shbugotona\ \ a - _` \ �J\=` asp x / n!J r Ir- LINE '4,(w/I L\�-�l'ht of waA\c"' ; _F, _�6r T ME9NNIGN `�++ _, �'�7�, ''�\\- 5-�, i an CP.AI'El / 1 I r 3. NO REVISION THIS SHEET 08-29-22 DJG ,.OJ60 - WA1FR UNE ' �� ` , / FAVEIIENT r Il 1 I l 7 a �_� la \ `\ ` ,' \ ♦ _,.` 7.07' s n 2w \ \ A we 2. REVISED PER NYSDEC 08-28-22 DJG v7. ' n \� _ U P ,�\ o,\ \\,,�y \`, , .a , �, t/Ond//°y A "�► ` {. \\\\ xa.� /!1'( t, l ! .t46 t 1 73°39 9 "- - ' ' du, \ \` � ✓ \\ \ } J i I t we ER,'TEA,1 01-12-22 DJ �9 1:6� b , \ \� 3 w its + as 1! J , \�_` ! / Jlr- llon A°9 l( 1 REVISED ,'3� P o Y3 21'f4"W �--) .,, �°0 ' z 49s c`- ' -`-s [ .l No. REVISION DESCRIPTION DATE EY o a `�` \ b .0.\\ ` bx m \\ `,\\ o \ \\��\/ �f\ `� `l- 1 , i J 1r OWNER/APPLICANT: � Land now or formMy of � , \ \ PECOR�I e VIlk I Suulhold Shores Associatian Inc. `- / `� \\\ r ''� \\�-'� \\ \`\ c° Mel/° ``+♦ `� `\\�\V �� `�� /'�a' `\ �, ^`�`,-__5---. Il wet/eYldP x \ ! \ \ a �., _� SAG£BASINE PARTNERS,LLC OVERALL P L > >o \\ \\\ m \\ \ #, , r !/°y 8 �- J `\ �`� r 1 \) 1�/ ` i j�'� °9 J 1760 SAGE BLVD " o SOUTHOLD.NY11971 f7.77 '27'w { f \ \ N U It \ \ .� , \_�- ,, ! , SITE ADDRESS: BRICK CODE MARINA o � 17. o 'a \\ 1\ `--- \`,\. � •� ` �~ \` \>... -Is\ 1''^r\ 1 `( 1, \\11 ^/) x4.J{ !//ti 1760 SAGE BLVD N w ^f J.l \ ,\ t y�\rn N lTetlOp ` \ ` .. �6„/ l 1 �� 1 i r N73°5r4r�w '� ` •a \\ `� _ _ SOUTNOLD,NY 11971 1760 SAGE BOULEVARD `�` is �w SITUATED IN a 8.38` ,.- -�'- '�, \,\ \� •� -� � _ __ - � s NYSDEC f ♦ for \ \ _ f{{ \ \ s APPROVED AS PER TERMS � J-\, _ , �l o + N55°38'39gw 1/1 "� \,\ `s `•: `� � � \ \ s U NI6N WATER / ! 1. 04g Ht6NWA7TR h\ Fp CONDITIONS F J D r\ r �� 1 ! OWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK a r \ \ c j LINE \ r A'4o°fo'27'w / , ° . m !/ [INE �` ��\\ J r l MeryO E ? ! . SCTM: DISTRICT 1000,SECTION 057, BLOCK 01,LOT 038.3 E�t�,TE '�T[7 2� `. `\ +L` J/ / /IO9 H Robinson & Muller a ` .w 6`♦ �\\\\y 47 i „� .«..•.............._ -,Y. _j :,,•, .' g l i Engineers, P.C. \ x f 6 r 1 �. , ¢ 50 Elm Street Huntington,NY 11743 .�, Office:(631)271-0576 a a o m Mef/otld�O9£ Matthew K.Aylward,PEENG Fax:(631)271-0592 N o - www.rmengineering.com O y / ��V •o NY State !cense o. 093172 rl 1 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MeU°�d NOy� MINTO,L.S DATED AUGUST 16,2020,LAST REVISED a�:., DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"= 50' SHEEP: E UAM JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC a ° Z DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 cl I^11F',PF?FPAr!ED BY SEA LEVEL MAPPING DATED DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROMW, - rY-,�_> �.w 4 ,w�u ,..,_._..� ,..,. . <.� �aw. �.... .,.tip...,., ._•• _.ti.s .b., , -,_r MMmma NYS GIS VIEWER. .......... 0 vulNimy -6�3 1 -6.0 V-5.3 transformer . I I M CO M I C) �0 I I !:D �0 � 0 C-) � M --6�0 -Z6 Co -Q6 cc ,Q J / \ \ �._` CrD M monhol Cz (2) -6 :-2 v" .9 -0/5 .0 -ao -6.4 0 Q./d �ri ( -7- LEGEND -zo --6.4 6�3 EXISTING RIP RAP 6. HIGH 141A 7 M, ;/ 0 a6 Q/,g EXISTING RIP RAP 4 >�'70 -6. LINE 0 '9 UNDERWATER -68 Laq rd -.6 now or formerly o f 6� ;> -Q ;> -6 9 Ing -6,1 BreezyShores Cornrnun*ty Inc. -9- 1 1 CZ -5�8 -Q] 4.1 -,2 /s -�2 f I I I I 1 I I 1 -,,7 4�>. �4 \ -5, -8.4 C-0 C�r' 60 er Z' �n C) 5 -3.5 1 �0 3 \.\`�/ I \ cur C4 .0 61 0 -6� 46 -6.4 --6.1 '? j 406 J j\ -6*4 /0.0 65 KEYMAP -6.4 21 0 SCALE: 1"=1,000' -a9 -6�& -7,3 -ze -5 fele t panel 1-U ;> CDI GRAVEL -6,4 -5.3 -61 PAVEMENT SITE DATA 1'2 -a4 -6,0 'MEAN t -5�'3 -- �ij'ns SCTM: DIST.1000,SECT.057,SLK.01,LOT 38.3 -2 wrri-1 1 " .. PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 -,2 C-JI -6.4 9 WATER I/ LOT AREA: 536,785 SF(12.32 Ac) \ I I o►� 0 Cn C-h UPLAND AREA: -6.,31 0ghole 325,9953 SF(7.48 Ac) 00 P: -5j 0 e AREA UNDER WATER: 210,790 SF(4.84 Ac) --8.8 -- pion ers /A �8 -'3.4 4 EXISTING ZONE: Mil-MARINE 11 3�4 MARINA 5 0 EXISTING USE: A3. 14/ SCHOOL DISTRICT: GREENPORT UFSD -10.4 vo ;> POST OFFICE DISTRICT: GREENPORT,11944 0- FIRE DISTRICT: GREENPORT I'D WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY \ \ ` ,i O C7 / _ � Q r """' � DATUM: NAVD88 ;> _WP-1k 6 '9� 0 OD 2 ------k - �::----- -- r--� --� I J -5--- k CID ........ C Cn ospreys I FFMA W' L \% ��774 X, nest --7 f 7.44 kp CP co -A 0-0 Z" co 5'0( co N20008"401 N75 _ _ '14 5 To HIGH WA TER U" moi= {}- \ y � �`� � � ` ` ` CoNaviqciionol tD CP 'A- 'C' H H✓� LINE 04;> igh t of Kloy t-3 MEAN HIGH a Lo WATER LINE 7. 07 s,© CP ro 'on A1730 39104)7t)1 W EA 1.26 OD 0 .0 'op 2114 1# E to 'CP 'Q0 Land now or formerly of 0 A1,011 A Aft R/ y \ \ Southold Shores Association Inc. NYSDEG CP 7. 77 -1PPROVE0 1-%AS PERTEkMS op 'rP 49 `ND CONDITIONS OF OERMIT O. 2 //=2v N71V f 12711 W DATE 2- CP 0 20 40 �9 v N730IW --L*) SCALE:1 20'57 I I44 NOREVISION THIS SHEET 12-01-22 DJG 4. REVISED PER ACOE 11-03-22 DJG Ch 0 L 4�' 3. NO REVISION THIS SHEET 08-29-22 DJG /'00 Q > I r-P 2. REVISED PER NYSDEC I---------- - 03-28-22 DJG N5'5038139"W 0 L \9, 1. REVISED PER OWNER/TEAM 01-12-22 DJG C, HIGH WA TER 0 0.48 C.5\ No. REVISION DESCRIPTION DATE By > C-) LINE OWNER/APPLICANT: -Y C5\ SAGE BASINE PARTNERS,LLC N419010'27"W 1760 SAGE BLVD PARTIAL EXISTING CONDITIONS PLAN M SOUTHOLD,NY 11971 SITE ADDRESS: kR <0 1760 SAGE BLVD BRICK COVE MARINA N SOUTHOLD,NY 11971 1760 SAGE BOULEVARD 03 SITUATED IN `� �� \ �' cp C'4 C'4 GREENPORT / \ \ ,o \rn o` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 46 'r3 SCTM: DISTRICT 1000,SECTION 057,BLOCK 01,LOT 038.3 0 .1 \a 'CP N 0 ' Robinson & Muller 7 r Engineers, P.C. U f7 50 Elm Street / � � � ��*° -°�-~~ � "'" � � ':.�o \ �� Z Huntington,NY 11743 j I Office:(631)271-0576 Matthew K.Aylward, PE Fax:(631)271-0592 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN ENGHNEEN""NG 6 MINTO,L5 DATED AUGUST 16,202Q LAST REVISED NY Slate License No.093172 www.rmengineering.com z JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC Go DWN.BY: DJG CHKD.BY: MKA SCALE: 1"=20' SHEET: 01 SURVEY PREPARED BY SEA LEVEL MAPPING DATED AML do DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM JOB No.: 2021- DATE: 06-22-21 DATE: 06-24-21 Et; 2 NYS GIS VIEWER. 027 ef i /u ul�nu uWbO ° / ` ' -8 _ -5 �0�5 ' / fronsformer -6 -6 -t 1 -7 ' �•�' �" 3 � ' , w I 7 .3 .0 • 7 � w � � ) l DRF.RD { I I �� Co f I ,� - J eo - k, , . 6 '7 8 -7 6 -�L I-5 6 � -0•� � 1 l l h / 6.� � � \ �pY� ' t� C12 T� a s U - .6 LEGEND t a cs M I I I i I � Oi X51 l 1 % ! l / monhol c.o ti � c.o 16.0 -6.7 ¢PO _ ¢ -6'9 EXISTING RIP RAP -� \ 6 / -7- -�3 '73 16.¢ �l o \6871 - -� 6.0 _-6.7 �'S // ' \ EXISTING RIP RAP -7 3 / / / / / / I 0 PRCPOSED `-6¢ / -p•5 i // l l / / \ k UNDERWATER �- 6 CONSTRUCTION HIGH VIA Tfk w� 1� � PROPOSED ARMAMENT -6 `6. 7 3 STAGING AREA _ / /6 / / / l / 0 8 OUTSIDE CF HIGH - X .09 � q � 6. -6 WATER LINE 6• LINE / -o / / l 1, / l X40 PROPOSED OYSTER SHELL - 1 1 ,6 SURFACE m yP Baa I _��'0 -6 „ _6i6 l /h�/ ` PROPOSED EXCESS MATERIAL Land now or formerly of _5.9 6 / \ / y i // / \ TRANSITION AREA 13reez Shores Corn it Inc. �, �6.¢ �' ' ' �' _ ' - ,5 _� / %`�/ \ kT�7 PROPOSED WETLAND y y _2 � W -� 6.1 _ 4 5 w I < < - t\� 5 - / I - PROPOSED NATIVE 7 w W - �, iv -5 13.4 5 / / / fim er SEASIDE PLANTINGS 00 co �' ` -6 2 a 6'0 i -,fi _3 5 _1 I p 5 /��`\/ / /j CUr� - :> ( co - PROPOSED VINYL °' `�' '�' �`' zv 9 6 - - l EXISTING GRAVES 0 6.1 BULKHEAD(245 LF) 5 -6 I (TW 7.00) 2 -1 ` PAVEMENT AREA TO �wm •0 + 6� _6.1 _6 0 �S•3 ¢ PILED AND 6 -Q �� / // I l - =1 REPLACED BE KAT THE END \' _61 1 _� 3 5 146 I /�// / 0 �, OF CONSTRUCTION.k 65 \ Y A j { - _6.¢ ` 3 0,p l 6 •7 L- / ., C) -'�_ �: 1i SCALE: 1 -1,000 x -6 1 _J 7 I p p -` �T- _ AREA TO BE DREDGED -6 `fi•6 I ' ' G? .�. `f "� - - --b - -`- - 1 -Q . t SITE D!"1T1u4 7 �6P OPOSED LOW SILL / 3 1 ele triC Anel .: C:� I -� ':. " , '� :s 3 I O 6 TO A DEPTH OF 4 FT [� ! , p r �, , co BULKHEAD(237 LF) -6 7 / �.7 - Q/Ij Q �R�It F1 t - >�}} SCTM: DIST.1000,SECT.057,BILK.01 LOT 38.3 _ o - BELOW MLW(TYP) - ti -5 I I If hf ��.>;' �. ' fj 0 0 8 6 (TW EL.0.33) I ? V �/ \ s -. : �� , PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 I �„ DREDGE AREA'S' 6 / 5.6 - _j I �:. PAVEME T \; .� +�: .�. LOT AREA: 536,785 SF(12.32 AC) 1rA 5 3 / d0 "` ' ' UPLAND AREA: 325,995 SF(7,48 Ac) I .� � -� �6•¢ 3,475SF_6• IRAN to- - �'� w , ,. �5 'ArA/� } -¢ / , j_1 :' 1 i AREA UNDER WATER: 210,790 SF(4.84,Ac) \ I ' 6 _8 -6,¢ WATER Il ! 8 w� / /%✓ �"'� / EXISTING ZONE: M11-MARINE 11 n a \ I I ` co r _ / ''S -- 5 - - U ' / `�, / m�t1h�0le' MACHINERY f,'\\�\,;` - )- EXISTING USE: MARINA I I I _9 3 -8 6 3 - o ' ACCESSROUTE VIA �'i \ I,,� SCHOOL DISTRICT: GREENPORT UFSD \ I C� c -- -r - o_ I SAGE BOULEVARD . \_` \\ POST OFFICE DISTRICT: GREENPORT,119'44 \ a' of cb - 8 / _5 1 � FIRE DISTRICT: GREENPORT FD \ � / \ 9.7 6.5 `� ' X6.50 r DATUM.WATER DISTRICT: SUFFOLK UFF L COUNTY WATER AUTHORITY -gyp C,' -7 7 �/ 1 _ - - :.� } �1 I \ ` _ � F•••, / _,2 � _ y_�- - " `ms's'- �-\� '�r-'�" � } \ \ �10.E a � -6 y _. -- � = - - �-� �---', .�. _ ;. •.a` � � �� \,�,� I \ PROPOSED VINYL , o ;� �� PROPOSED Low _1 - -_12 DREDGE AREA CALCULATION ESTIMATE BULKHEAD{40 LF) � ��. 4.,��, SILL WETLAND _ _� " - - - - wr %'� :.-:`_ * -\ �- (6) i---\ \ ±1,375 SF - '" r:I l - "•. . •. .' J \ \ o a c� , i 6 0 �' - ILL- DREDGE = V -: -�-` .(6.6d) NET CUT = t560 CY y \ f O / 1 1 1 ��^'fY, ."�- : •. Q� .A_ f.00 ..° . e�� _ _..-.- i �"'� \''.i 1_� , 1 "1 o / �1 �� 9t Y�lJ f- -�, -.. -l' tl '��( .�) \\ _-- i�,y DREDGEAREA'B' - \ ` / �0 2 �_.��` - -_-- ) <. - - ��\\-� !� f NET CUT - ±275 CY s co 1 C3 -' - �.y`'- •,•, .±. _ . .e •:j 4 �4 �-`' _ j- ,•,`�.` '�`�_ 4 ` ` / TOTAL NET CUT = ±$35 CY ' \ C!7 {� - fir" �/. .. C7 ..-r^� O_ '\._' _•.�::.,• _.� --_ --_. I \ � � \ \�•. � l � � - Q . rte.-+ ♦ ♦_.` _'_'..•. r•r• . - .},.. - Q-�� / V. - _ •►-'V''4'��,r�•^•r'^)�'3`` �-��\��' •1"Y'�' `'Y:v ..5', `.•;` •r _ - �-�x'Y '^� ` _` ` co .r •. . ° r • 1, o\D• } `+p= r� 1•�•`�• t. pY ` NOTES q { \ \ \ f f.' . •�' '.ftp. , �J':.° .-r�•.1- ., - fqY. .- � .�•� s_,=,.sG--�..' y `` - _' :--t ` -'\`' .-� I '� '� \'- '1 U-44 \ . . o- . -.:-.� ` 1. EXISTING RIP RAP/RUBBLE DEBRIS AND OBSTRUCTIONS SHALL BE REMOVED AND DISPOSED OF ATA LICENSED CP�(�(� •,� �-. ($:oo), .. � . .'-„�.,. •:>: �- f •c �y, �> �. <. � -_ \ x`.75 DISPOSAL FACILITY OFF-SITE. 5 '® \ G� \ 1 ' ' .+ _ `y. <.� �r� ♦ �� \� 2. MEAN HIGH WATER LEVEL IS BASED ON THE SURVEY PREPARED BY`JM LAND SURVEYING;JOHN MINTO LS DATED y N200081-14 N1 J .� - r� 14 PROPOSED BOLLARD =-' LIGHTING ALONG AUGUST 16,2020,LAST REVISED JANUARY 2022, DATUM NAVD88. CP ,-- -,.-.->: r ;` •', T • � �` �; }- ' 4, SURFACE(TYP) �� l�' -, F�'l7►Tf WATER TEL �'• � \\ \ \• �• " i- � - _ �. `5�.` 3. MEAN LOW WATER LEVEL IS BASED ON THE HYDROGRAIPHIC SURVEY PREPARED BY SEA LEVEL MAPPING DATED t9 Nov' ' If01?C� \ cp �- _fi-� _ PROPOSED LIGHTING 4/ i ♦ DECEMBER 2020,DATUM MEAN LOWER LOW WATER. "� LI(�,E \ �� C-7 U , i CONDUIT(TYP) ` �- /1fC O � � � ' \ I �� O f I,�Q \ l \ \ i rT( �, j }-� �, PROPOSED DOUBLEWAL WALL .F- ZLji 9 Ep �- !1 l t. � -� ��y\~ m`�;�. SYSTEM,AS MANUFACTURED � A� ��' 4. CONTRACTOR SHALL USE THE APPROXIMATE 835 CUBIC YARDS OF DREDGED MATERIAL TO BACKFILL RETAINED \ 6'a �[ J_ �' ��' BY DOU6LEW/AL(TYP} ♦ •� -�;\� �� ` AREAS ON EASTERN PENINSULA,AND ADJACENT UPLAND AREA.COMPACTION SHALL BE IN MAXIMUM 12"LIFTS. t ` J 1Jr \ \ \ 5 v - r c, �' (TW EL.7.0) WATER LINE �`� 5. CONTRACTOR SHALL INSTALL AP = � �} - 5,7 \ l0 - " PROPOSED STONE ARMAMENT TO REPLACE PROXIMATELY 2,300 SQUARE FEET[TOTAL TONNAGE OF STONE-925 TON(660 • {e/ - �'^►. Q p \ \ r� 145 CY EXCESS MATERIAL SPREAD ♦ �� CY)]OF STONE ARMAMENT AT THE BASE OF THE SEAWALL(ALONG SOUTHERN SHORELINE OF EASTERN ��1 \ EXISTING CONCRETE REVETMENT OVER APPROXIMATELY 4,250 SF { NZ303912 ±2,300 SF(Eb0 GY) NAL SIZE STONE(1.5 SHALL BE USED TO TRANSITION ��(� ♦ _` TON/STONE),)AS SHOWN.RIP RAP SHALL CONSIST OF A'TOP LAYER OF 3 FT WITH AN UNDERLAYER OF 9'NOMINAL SIZE STONE(50 LBSS TONEI) ALL TONE SHALL BE FROM A i t , 2� � �- � � � � � \ \� `��G \ \\ \ � c� a�� f� � �\� � c, •c9 PROPOSED 15-FT WIDE OYSTER PROPOSED PATHWAY TO MEET s O �6 \ \ \ ,� a(� A LOCAL QUARRY. f , SHELL SURFACE(TYP)±4,200 SF GRAVEL PAVEMENT �.. g E I -��= J l 344 / '�J !. �' \ \ �, \ -� EL.$.0 WITHIN ADJACENT AREA a. QUANTITY OF STONE ARMAMENT ABOVE SHW:600 SF(145 CY) a f.26' C/ \ \ �-'\ \ AREAS TO BE DREDGED \ AREA TO BE PLANTED WITH NATIVE PROPOSED SILT FENCE ALONG b. QUANTITY OF STONE ARMAMENT BELOW SHW: 1,700 SF(515 CY) O II �� `�� TO A DEPTH OF 6 FT c� SEASIDE PLANTINGS(TYP)±2,850 SF THE LIMIT OF CLEARING. '�;� �` / a, �'1 6, 6' \ BELOW MLW(TYP) -3 CONTRACTOR SHALL FURNISH, 6. EASTERN PENINSULA:LENGTH PROPOSED BULKHEADS: E W 5•, / �� - \ 6, \ \ -c9 EXISTING OSPREY POLE TO BE INSTALL AND MAINTAIN SILT a. LOW SILL BULKHEAD:237 FT QC' a \ \ \ Cp REMOVED. FENCE FOR THE DURATION OF b. BULKHEAD:285 THE PROJECT.(TYP) \ h \ o 0 \ CP 7. LENGTH OF PROPOSED SEAWALL:203 FT Lard`" nowy 1 r.� \ ,�r 'I 8. AREA OF PROPOSED WETLAND:1,375 SF Cq 3 Southold Shores Association Inc, �' ~ - / � \ \\ ��\ r \ \ `� . 8/1 Y \ \ \170 DREDGE CONSTRUCTION METHODOLOGY SCHEDULE \ FILE F / \ cS` \ 7,250 SFcp \ 6' 1p' 1. INSTALLATION OF CONSTRUCTION FENCING DUPING ALL PHASES OF CONSTRUCTION TO IDENTIFY AND a ! •7�II / �' ✓ \ \ \ 6' W I \ � I DELINEATE THE WORK AREA. o �l I i i 4 5/ �\ \ i \ 2. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES FOR TEMPORARY STABILIZATION OF DISTURBED NN N N 1I7I t5` / AREAS DURING CONSTRUCTION. N ' k`3/4 f = - \� 3. REMOVAL OF PORTIONS OF THE EXISTING CONCRETE REVETMENT LOCATED ON THE SOUTH SIDE OF THE 0 20 40 O ��. � - \\ - _ \ EASTERN PENINSULA IN CONFLICT WITH THE INSTALLATION OF THE DOUBLEWALL AND BULKHEAD. ,: 0 \ \ MACHINERY ACCESS VIA SAGE BOULEVARD(VEHICULAR)AND PECONIC BAY(BOAT/BARGE). o � / ` SCALE:1"=20' / � Of '"�� EI -- \ 4. ESTABLISH TURBIDITY CURTAIN AND BEGIN DREDGING OF MATERIAL WITHIN CHANNEL(AREA A)AND MARINA -~---_-- -- -- -� _._.._• r , ., w a ,� �• \ {AREA B}. 5. REVISED PER NYSDEC 12-01-22 DJG �,• _''`-...�` _ ` �. r+ r . _ fg-•,,, 5. INSTALL SEDIMENT CONTROL ON BARGE TO MINIMIZE SEDIMENT OR MATERIAL TRANSFER BACK INTO 4• REVISED PER ACOS 11-03-22 DJG x .38 _ J� j \ \ 6, CHANNEL VIA RETURN FLOW. 3. REVISED PER ACOSCD 08-29-22 DJG L '0 lirO I'"1 IIW 1•p / �hQ �� MACHINERY 1 v 6. STAGE CONSTRUCTION EQUIPMENT,CONSTRUCTION MATERIALS,AND DREDGE MATERIAL WITHIN THE UPLAND 2. REVISED PER NYSDEC 03-28 22 DJG JI/ O ��`p \ ` ?4� \ \ ACCESS \ 0\ GRAVEL PAVEMENT AREA(UPLAND OF MHW).DREDGE MATERIAL SHALL BE PLACED TO ALLOW DRYING. - cr a t / �Qr� `6\ ROUTE VIA I. REVISED PER OWNER/TEAM 01-12-22 DJG �n,f WATER o \ \ G �� 7. BEGIN INSTALLATION DOUBLEWAL WALL SYSTEM ALONG THE SOUTHERN SIDE OF THE EASTERN PENINSULA TO •`c '( � \ PECONIC BAY No. REVISION DESCRIPTION DATE BY ' L�,' _ (�� \ \ \ ESTABLISH THE PERIMETER OF NEW PENINSULA FOOTPRINT. • �� N Y S D E G -5 ��o o \ \ OWNER/APPLICANT: DREDGE & PENINSULA r' \ \ c3' 8. INSTALL LOW SILL BULKHEAD AND VINYL BULKHEAD SYSTEMS ALONG THE NORTHERN AND WESTERN SIDES OF SAGE BASINE PARTNERS,LLC jr/'�O f°�I� �II A°E�ROVED AS PER TE RMS \ 1760 SAGE BLVD a "° v �J' \ .3 THE EASTERN PENINSULA TO ESTABLISH THE PERIMETER OF NEW PENINSULA FOOTPRINT. SOUTHOLD,NY11971 RESTORATION PLAN 6, \ t3` M 1 ��ID CCII\i�;i ISI J C3F 1 \ BRICK �/ r DERN4IT N ZJ' `DD� t ZPI 6, 01\\ 9. AS THE PERIMETER STRUCTURE IS ESTABLISHED,BEGIN BACKFILL OF THE EASTERN PENINSULA ®R C�\ CO�E MARINA NA SITE ADDRESS: o ••TF / WALL/BULKHEAD WITH STOCKPILED DREDGE MATERIAL VIA CRANE AND BARGE TANDEM.BACKFILL ELEVATION 1760 SAGE BLVD WILL RISE WITH THE ELEVATION OF THE DOUBLEWALL ELEVATION, SOUTHOLD,NY 11971 "' \ 1760 SAGE BOULEVARD 10. CONTINUED DREDGING OF THE CHANNEL(AREA A)AND MARINA(AREA B)TO ALLOW FOR A STEADY SITUATED IN F MATERIAL FOR BACKFILL OF THE DOUBLEWALL AND BULKHEAD SYSTEMS VIA CRANE AND BARGE TANDEM GREENPORT N a EROSION CONTROL NATES / \� / o_r`s' TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK N \ \ 11. REMOVE PORTIONS OF REMAINING EXISTING CONCRETE REVETMENT AND INSTALL NEW STONE ARMAMENT \ \ ALONG THE SOUTHERN SIDE OF THE EAST PENINSULA UP TO THE DOUBLEWAL WALL SYSTEM.PROGRESS SCTM: DISTRICT 1000,SECTION fl57,BLOCK 01 LOT 038.3 1. ALL PHASES OF DREDGING ACTIVITY SHALL BE FULLY ENCLOSED BY FULL DEPTH / \ 6� SHALL BE LINEAR,TO MAINTAIN SHORELINE PROTECTION AT ALL TIMES. N ;� ' � TURBIDITY CURTAINS DURING CONSTRUCTION TO PROTECT SURROUNDING WATERS. \ / \.1 CP \ 12. FINAL INSTALLATION OF THE DOUBLEWALL SYSTEM AND BULKHEAD TO MEET FINAL PENINSULA GRADE. Robinson & Muller2. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. / , :..,a 13. COMPLETE FINAL GRADING AND INSTALLATION OF INFRASTRUCTURE COMPONENTS. , yi Engineers, P.C. s i 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AREA AS -� MIR POSSIBLE WITHOUT INTERFERING WITH CONSTRUCTION OPERATIONS. / �' n 50 Elm Street e a CP �' 14. INSTALL VEGETATION FOLLOWING SITE STABILIZATION,SOIL RESTORATION,AND APPLY TOPSOIL WHERE µ ,:" - Y -'`"' ` "•' y Huntington,NY 11743a. ..; 6' \ NECESSARY.INSTALLATION OF LOW SILL BULKHEAD PLANTING,UPLAND NATIVE SEASIDE PLANTINGS,SEEDING Office:(631)271-0576 o � 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION,TAKING INTO \ � •� \ �'' G I N E E R1 INIG ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY c5` Jp 6, a' OR SOD. Matthew K.Aylward,PE Fax:(631)271-0592 ° EIN THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN AFFECT WATER LEVELS,VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. NY State License No.093172 www.rmengineering.com 15. INSTALLATION OF OYSTER SHELL SURFACE. E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED -�• CP DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=20' SHEET: JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC S. SILT FENCE SHALL BE INSTALLED M UPLAND AREAS AS SHOWN TO CAPTURE p 16. REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES,UPON COMPLETION OF SITE STABILIZATION. SURVEY PREPARED BY SEA LEVEL MAPPING DATED Z SEDIMENT DURING CONSTRUCTION. DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 - rn `- •� DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM o « P�'Yc r�G��1C1A«: �� e,[, L ,• -' CIS -• • uw k i xa.as i �. - .. c c .s u� s G I► c .• - ... '.,::.-. �. - 'x .Jak.$i.t.. . a n .w r vd. .w.v,-•...+w.x`wre...._....wuw.✓...mi4=n+.ve bl�'.r.a.:.s.. .a...s�w.,i- .. .,, .. x5.,..:uc'.=:-r�,ct•a..-eti.:a,...:+ ..avr...t .tc Y. h.0 -v Ltdf(.wC}L.rm _._'a:e:+.iw.3-,L"a,::b_.:.:._ti.:.::[...'-...».. vc 1n._.roL: u^ •.1..act.'.0 ...v,ww:;nJ.a:4uL 0 _��'e• .• wau^.uuvia.,.uie.i.' :e2v:aSm.i-.h fa-..t.,waYsv' ..-wtti.w a•., '` au+e.E_.ea - ♦.�..A.--a..iu.un✓..uUd.erl.aA.1k.-,`..,v.0 me.a a •• •• Sw..- •.Ft., ....1a..r..v-..... ,:h v«..vriwt..th - ... _aea xw.uu l j R d t 2 pl .3 i 'i d f RON �7 PROPOSED OYSTER SHELL SURFACE PROPOSED BOLLARD LIGHTING(TYP) PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS(TYP) PROPOSED DREDGED PROPOSED DDUBLEWAL WALL SYSTEM,AS 4 MATERIAL FILL FROM BASIN -y - A , .� MANUFACTURED BY DDUBLEWAL(TYP) � &CHANNEL(±690 CY) PROPOSED STONE ARMAMENT TO ` -°_ `=ff REPLACE EXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS MANUFACTURED BY _� -E CRANE MATERIALS INTERNATIONAL(CMI)OR APPROVED r wJ RAP REVETM_NT EQUAL(TYP) *1 PL x ! EL.8.00 J TOP OF PROPOSED BULKYEtD (E-1 .7,00 ..:*. t. , ,,. ; - !,':.:;; :,, n:. f TDP PROPOSED WALL(EL. 7-07) PROPOSED TIDAL WETLAND EL.7.45 . \\��\\��\\��\\��\\��\\ ='- TOP OF PRCPOSED REVETMENT(EL.5.00) I. PLANTINGS r EXISTING BOAT g SHW(EL. 1.70) I ,' BASIN BOTTOM 'MHW(EL.1.20 I V ��SHW(EL.1.70) MHW(EL. 1.20) IOP OF LIOW SILL D M:: x'35 r MLW (EL.-1.00) ; ------11,1�1 ,11 ( _(_ I ` MLW EL. 1 00� (EL.-4.00) _ � PROPOSED MUDLINE PROPOSED HORIZONTAL ) LAY LOG(TYP) DREDGE MATERIAL TO BE REMOVED AND i; ; PROPOSED TIMBER EDGE TE L DISPOSITION ESTIMATE 3 PLACED ONI I I I t DEADMAN PILE('TYP) EXISTING PENINSULA PENINSULA UPLAND EXISTING MATERIAL TO i i GRADE (TYP) LEGE14D REMAIN PROPOSED BOAT BASIN PROPOSED 12"DIA. I 1 I i iii SHW: SPRING HIGH WATER 1 BOTTOM TIMBER PILE(TYP) I I I III MHW: MEAN HIGH WATER MLW: MEAN LOW WATER NET FILL = ±690 CY ! TOTAL DREDGE VOLUME:835 CY y EASTERN PENINSULA CROSS SECTION `r 835 CY-[690 CY]=145 CY EXCESS MATERIAL � SCALE: g"C 1' ANY EXCESS MATERIAL SHALL BE USED TO TRANSITION PROPOSED PATHWAY NOTE: TO MEET GRAVEL PAVEMENT. DDUBLEWAL WALL SYSTEM MAY BE USED AS AN ALTERNATIVE IN LIEU OF PROPOSED NORTH FACING VINYL BULKHEAD. a. QUANTITY OF DREDGE MATERIAL BELOW SHW:1,150 SF(35 CY) r b. QUANTITY OF DREDGE MATERIAL ABOVE SHW:5,250 SF(655 CY) 0 E ;I 0 N :a I 04 (14N O U C n O 6 ISI Y S D E C: 0 4 8 n°. APPROVED AS PER T1=.;Vt€tp;5 EAND CONDITIONS OF L n PERMIT N 0. 23 ;� © 0—,)02—D SCALE:114"= 1' DATA CN 0 8 16 0 T 77 777 7 O v SCALE: 1/8"=1' SURFACE 5• REVISED PER NYSDEC 12-01-22 DJG I, OYSTER o I / (EL.8.00) TOP OF PROPOSED BULKHEAD EL.7.00 / \G TC 4. REVISED PER ACOE 11-03-22 DJG s 3. REVISED PER ACOE 08-29-22 DJG F r�l a TOP OF EXISTING BULKHEAD F r� EL. 5.75 011 ( ) PROPOSED VINYL 2. REVISED PER NYSDEC 03-28-22 DJG �. BULKHEAD(TYP) EXISTING STEEL ! 1. REVISED PER OWNER/TEAM 01-12-22 DJG I BULKHEAD(TYP) No. REVISION DESCRIPTION DATE BY ' f 88'-0" OWNERIAPPLICANT: ` SAGE 760SA EBLVDRTNERS,LLC CROSS SECTION DETAILS � 9 1760 SAGE BLVD m SOUTHOLD,NY 11971 N i, EXISTING MUDLINE a 1 i' SITE ADDRESS: MLw(EL.0.00, RICK COVE MARINA MLW__(_EL.0.00)_ y 1 1760 SAGE BLVD DREDGE MATERIAL I SOUTHOLD,NY 17971 1760 SAGE BOULEVARD o II i TO BE REMOVED AND PLACED ON SITUATED IN I I RETAINED UPLAND I I I I L :I CREENPORT o II PENINSULA(TYP)AREAS OF EASTERN (( II i I I I I I TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 0 - o I . . 1 I I I I 1 [ [ SCTM: DISTRICT 1000, SECTION 057,BLOCK 01,LOT 038.3 L p - - - - - - - - - - - - - - - -•- - -- - - - - - -- -- -- - - -- - - - - - - _.. ._... — _ — -� (EL. o - - - - - - - - - - - - - - - - - - I I Robinson & Muller I . >r Engineers, P.C. I I a 50 EI Street m .. .`� ; a Huntington,NY 11743 o a DREDGE C CROSS ECT #G Office:(631)271-0576 :< SECTION ENGINEENIN Matthew K. Aylward,PE Fax:(631)271-0592 a THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN �� SCALE: � 1 NY State License No.093172 www.tmengineering.com E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED I z° JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC OWN.BY: DJG CHK'D.BY: MKA SCALE: AS NOTED SHEET: f rn SURVEY PREPARED BY SEA LEVEL MAPPING DATED Afft o DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEIV FROM DATE: 06-22-21 BATE: 06-2421 JOB No.: 2021.027us NYS GIS VIEWER. MM..,++wr.. ,e. ...h,r en......ar.._ ........,.euurc,..i5...e _ - ...v t.,xxma.m n. ..w. +n•x.. r, ._J..n..... . ♦ .. s .e . .w 4 toy x,�mw.-e' ...�:s...a" ti... r-r .:.. _o...., ... ,n..,.a - .,,sa...e �._ _.,� a.,� .... H.e _. .•m s.,...ace.,, ..,_., ..:. w...,.. - irrr. . r .. w..,. .. ,r,�=..�,.,.�,..,r ,..,.._e k., w n u._. .�, „ .�..�, .,�.� -,..,._- -,n ( r .e....... r..ntx n.,�. 3 F >fif 7i t 3 P I y g 3 h x .g ,N 's i� y' ,1 a k ' t 7 ;a 3 x u PROPOSED BOLLARD LIGHTING (TYP) PROPOSED STONE ARMAMENT { TO REPLACE EXISTING CONCRETE REVETMENT d PROPOSED VINYL PROPOSED NATIVE SEASIDE PROPOSED DOUBLEWDL WALL PROPOSED 15-FT WIDE BULKHEAD(TYP) PLANTINGS(TYP) DOUBL SYSTEM,AS MANU(TYp)FACTURED BY �p)ER SHELL SURFACE ; 181.0' 10.0' -- — --- -_ --- -- - —/. - = - - � - ... ..................... - -...... ............ . ........... TOP ......... .............. ............. BULKHEAD 7 ` „ .. . . .- . i REVETMENT 5.00 ' Tj TOP F ti MEW EL 1 20�HW ELx 1.70 s F p II -1.00 � MLW E L. ,. . _ E n © LJL 1 Q JO l� l� ccop G _ � L v G G I�C� N II II 1I NYSI)EC, ° i i i i APPROVED AS PER T'ERIVtS .AmD tJrD0.;DIT1C?tl >" CL pER&11T 0. O, E. 0 .x u 10 _�..� ._. 20 NLEGEND N aSHW: SPRING HIGH WATER SOUTH TEPENINSULA' P I L a ? MHW: MEAN HIGH WATER SCALE: 1" 10' SCALE:1" 10' = U o MLW: MEAN LOW WATER >v p S. REVISED PER NYSDEC 12-01-22 DJG 0 4. REVISED PER ACOS 11-03-22 DJG e 3. REVISED PER ACOE 08-29-22 DJG r C. i r" I . . i 3 2. REVISED PER NYSDEC 03-28-22 DJG 1. REVISED PER OWNER/TEAM 01-12-22 DJG C No. REVISION DESCRIPTION DATE BY o OWNER/APPLICANT: 1SAGE 760SAEBLVDRTNERS,LLC EASTERN PENINSULA PROFILE 1760 SAGE BLVD v SOUTHOLD,NY 11971 �( m SITE ADDRESS: BRICK COVE MARINA, N 1760 SAGE BLVD souTHOLD,NY11971 1760 SAGE BOULEVARD 1 SITUATED IN GREENP®RT TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK N N P SCTM: DISTRICT 1000,SECTION 057,BLOCK 01, LOT 038.3 F; `_ :� Robinson & Mulley ` � Engineers, P.C. 50 Elm Street Huntington,NY 11743 1 Office: (631)271-0576 Matthew K.Aylward,PEFax: (631)271-0592 EiNG1NEER1N(..*3' www.rmenineerin .com N o NY State License No.093172 g g N a I THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=10' SHEET: MINTO,L.S DATED AUGUST 16,2020,LAST REVISED z a JANUARY 2022,SOUNDING DATA BASED ON HYDROGRAPHIC c_l�a,ry s+:+mt pv r LEVEL MAPPING DATI'D DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 , c DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM •- _... ate ..r...aar_. >:,a. .u. .. .-as..aL.�. a+., ae. r .x ..- oNYS GIS VIEWER. « 4 raj _.,- . ... � ..,. ��1,.,. -._. E. 7-"-. �x ....._...,IV, .._... ,..- w.,._._....w -,.�. �_, 2�. .- . .x. . �.� u ci _ ``- % / \ BOUNDARIES KEY MITIGATION KEY PROPERTY LINE PROPOSED CREATED INTERTIDAL WETLAND ( ±1,375 SF) E MEAN HIGH WATER (MHW) PROPOSED COASTAL UPLAND ZONE MEAN LOW WATER M - ( LW) TO BE REVEGETATED WITH NATIVE i \ 1U#AOHINERY ACCCS ROUE: IA SAFE f r SPECIES (±3,285 SF) B ULEVARD WETLAND LINE EXISTING HIGH MARSH ZONE SHRUBS to � el / r r 1NTERTIDA ELAND RELOCATE �t�o-S\/ e�Cfii., pan. __ _-- --f, , �� / - i _- �, /�, L TO BE DISTURBED (±140 SF) N, i,}hi RIP RAP KEY AREA OF Hi MARSH SHRUB f 40 SF -- - '� OYSTER SHELL SURFACE ±3,520 SF AREA TO BE DREED TO A DEPTH OF 4 FT __, -. �' _ �: ��F `" �`-..\ �� r ��1\�-�;�_ 5�;'�S i i � ,; ;. ry� \\� EXISTING RIP RAP BELOW MLW(TYP) f -PROPOSED LOW SILL BULKHEAD(237 LF) I 7iv ?Ji \ 1-� (TwEL.0:33} .1- NORTH INTERTIDAL ZONE (±270 SF it .' ., \ ) INTERTIDAL WETLAND „� \ \ - <� DREDGE AREA' i / !r ni ,er� \ !$ � � ADDE ±s5 SF' U,ani� .> \ �\ EXIST. RIP RAP UNDERWATER TO BE RELOCATED PROPOSED CREATED INTERTIDAL WETLAND t1,375 SF 3,475 SF\ D i SF ADDED&�±85 SF MODIFIED -:: INCLUDES t85 _.. �. -..:. -; _ / _.. _ � : ": _.._ _, PRQP�OSED V#NYL r, PROPOSED ARMAMENT'NT LIST / -:._..: - ,_.:. ..:: .. .< . r, :,, , � ENT (SEE TIDAL WETLAND ZONE PLA ) \ a LKHi=A T4s LF " l �i NORTH INTERTIDAL ZONE (±170 SF) D AREA±235 SF (TW 7:00} ' `; .., n EXISTING INTERTIDAL wE`i"t N __ �► _ TO BE MODIFIED/ADDED i �. of WHICH±150 SF RELOCATED t85 SF MODIFIED PROPOSED VINYL - - - - EROSION CONTROL NOTES: PROP I ,- _ _ _- .. - >.,;... ,• ♦. \- 1 . All phases of dredging active shall be fu enclosed f BULKHEAD 40 LF (6.5Q ; p g 9 tY Illy nc Seed by full (TYP) ,r , ., ,, - w X depth turbidity curtains during construction to protect : .� _ ,' -`- _ , � 1 _--- � p tY g µ �, t.� (7.00) \ surrounding waters. .: x.50 _� 2. Turbiditycurtain shall not be placed across in f - X( p c a flowing S,oo � i \._ -� --�--(SF) (5F) --- waterway. 3. The turbidity curtain shall be laced as close to the work area y . p DREDGE AREA KEY as possible without interfering with construction operations. p g ! Ti tr. -tor rn 't n taking -- - � 4. T:.e. .�r, , ....a.,..,.o. shall C ir1 ,. I ont call ,.anl_arthe installation , . . r DREDGE AREA , 0.0 5 -- - 60 CY Into account weather patterns and prevailing wind directions � ( ) ( ) - _.. „� . „ _ "_ _ that may affect water levels velocity and move a t ,r• n r .. _ w__ +� y y merit f the o. - ... turbid) curtain. DREDGE AREA B 4.0 ±275 CY ! - ,r 5. Silt fencing will be installed in upland area to capture +rte'" „,„w •� P ,. ..«1► - - . -- `'`�'1..� sediment during construction. _ 00\00r �'sop __- „�..�_ TOTAL. DREDGE AREA 835 CY PROPOSED BENCH LOCATION (TYP) COASTAL UPLAND © PLANT IST .• �,;. i► '�:�,; � w� PROPOSED DOUBLEWAL WALL ZONE L MANUFACTURED BY � ,...,...,.A. SYSTEM,AS MAN � ` EW L EL,7.0 SILT FENCE ALONG THE LIMIT OF CLEARING AND MHW LINE. CONTRACTOR SHALL 5 STONE ARMAMENT REPLACE TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING lb r PROPOSED A FURNISH, INSTALL AND MAINTAIN SILT FENCE EXISTING CONCRETE REVETMENT±2.300 SF FOR THE DURATION OF PROJECT. (TYP) !rte.; 50 Asclepias tuberosa Butterflyweed PLUG 18 O.C. '� o ` f PROPOSED 15-FT WIDE OYSTER SHELL 0 SF Ba tisia australis Blue False ndil t3 SURFACE(TYP}t4,2Q 50 p I ga PLUG 18" O.C. EL. 8:0 155 CY EXCESS MATERIAL SIiAL1- /`, AREAS TO BE DREDGED BE USED TO TRANSITION PROPOSED PROPOSED COASTAL UPLAND PLANTING±3 285 SF \ ti TO A DEPTH OF 6 FT PATHWAY,TO MEET GRAVEL PAVEMENT 50 Eupatorium hyssopifalium Late Bonesett PLUG 18 O.G. i �� "..• NT LIST) BELOW MLW(-l'P) (SEE COASTAL UPLAND ZONE ..PLA T) WITHIN ADJACENT"AREA _....- v 50 Euthamia gramm►folia Flat 4o goldenrod P 9 PLUG 18 Q.C. \ s' OSPREY NEST TO BE RELOCATED EY TO WEST PENINSULA AS SHOWN T IL G ti PROPOSED STOCK PILE AREA.STOCK PILES rn p Hello sis helianthoides Ox-eye Sunflower ,a 5 P Y ewer PLUG 18 O.C. ,, �,`. ^, ✓ TO REMAIN DORMANT IN EXCESS OF 14 DAYS Q \ TO BE PROTECTED BY SILT FENCING. z / z 10 Hibiscus mascheutos Rase Mallow, 3 QT 18"O.C. uJ 16 Hudsonia tomentosa Beach Heather 3 QT 18 O.C. DREDGE AREA'A� / 7,250 SF [�E 25 Opuntia untia humifusa j PROS P Prickly Pear cactus 3 QT 18 O.C. I 50 Solidago sempervirens Seaside Goldenrod PLUG 18 O.C. 50 S m h otrichum novi-bei ii „ CONSTRUCTION METHODOLOGY SCHEDULE: v P y g New York aster PLUG 18 o.c. 'APPROVED AS PER TEW& 50 Zizea aurea Golden Alexander PLUG 18 O.C. r 1. Installation of construction fencingduping all phases of construction .�11�i1�G�ND11 ITiC�N �� p g } ESii C f1G. '-� 7 to idents and delineate the work area. 5Q Andropogon virginicus Broom sedge PLUG 18"O.C. UJ 2. installation of perimeter erosion control measures for temporary Cn (n 50 Panicum virgaturn Switchgrass PLUG 18"0,C. stabilization of disturbed areas during construction. � 3 Removal e existing in concrete revetment located on _ \ l of portions of ex t g t top Schizachyrium scoparium L,ttie Biuescerm PLUG 18 U.C. the south side of the eastern peninsula in conflict with the installation \� 10 Boulevard \ r of the doublewal and bulkhead. Machinery access via Sage 7 Baccharis halimifolia Groundsel bush 1 GAL 60" O.C. Boulevard (vehicular) and Peconic Bay (boat/barge). 4. Establish turbidity curtain and begin dredging of material within 12 Myrica pensyivanica Bayberry 60"O.C. 1 GAL channel (area a) and marina (area b). 29 Prunus maritima Beach plumria P 1 GAL 60"O.C. 5. Stage construction equipment, construction materials, and dredge �\ rr \ material within the upland ravel pavement area (upland of mhw p g p ( p )' 13 Rosa virginiana Low-pasture rose 1 GAL 60"O.C. dredge material shall be placed to allow drying. 6. Begin installation doublewal walls stem aloe the southern side of 9 y r 1 Juniperus virginiana Eastern Red Cedar 5 GAL 96"O.C. the eastern peninsula to establish the perimeter of new peninsula ui footprint. ua 3 Prunus serotina Black Cherry 5 GAL 96"O,C. �` 7. Install low sill bulkhead and vinyl bulkhead systems along the RELOCATED OSPREY- ._ - northern and western sides of the eastern peninsula to establish the 2 Pinus strobus Pitch Pine 5 GAL 96"O.C. POLE/NEST f/ ,,/MACHINERY ACCESS perimeter of new peninsula footprint. _ ROUTE VIA 8. As the perimeter structure is established, begin backfill of the eastern . C C Ay ,. PECONIC B stockpiled dredge material. backfill .. eninsula wall/bulkhead with dried stack le P p g TIDAL IAL WITANt OZONE PLANTLIST el f e elevation r enation will rise with the elevation o #h doublewal) 9. Continued dredging of the channel (area a) and marina (area b) to allow for a steady turnover/supply of dry material for backfill of the TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING doublewal) system. OVERALL PLA( 10. Remove portions of remaining existing concrete revetment and instal 1,400 Spartina aiterniflora Smooth Cordgrass PLUG 12" O.C. SCALE. 1" ® 20' new stone armament along the southern side of the east peninsula {{ u to the doublewal walls stem. progress shall be linear, to maintain NOTES: adjacent upland area. compaction shall be in maximum 12 lifts. p y p g 5. Contractor shall install approximately 2,300 square feet (total shoreline protection at all times. o� -� 1. Existing rip rap/rubble debris and obstructions shall be removed tonnage of stone = 925 ton) of stone armament at the base of the 11. Final installation of the doublewall system and bulkhead to meet final peninsula rade. Br: cc and disposed of at a licensed disposal facility off-site. seawall (along southern shoreline of eastern peninsula) as shown. p g MITIGATION PLAN 2. Mean high water level is based on the survey prepared by Land Rip rap shall consist of a top layer of 3 ft nominal size stone (1.5 12• Complete final grading and installation of infrastructure components. FEB 1 7 surveying; John Minto, is dated August 16, 2020, last revised ton/stone), with an underlayer of 9" nominal size stone (50 13. Install vegetation following site stabilization, soil restoration, and BRICK COVE MARINA anTE: January 2022, datum navd88. lbs/stone). all stone shall be from a local quarry. apply topsoil where necessary. installation of low sill bulkhead snvAT®Ar __.i CW'a BY; BR 3. Mean low water level is based on the hydrographic survey prepared 6. Eastern peninsula: length proposed bulkheads: planting, upland native seaside plantings, seeding or sod. 1760 SAGE BLVD, GREENP® T � . 20 O •0 20 40 by sea level mapping dated December 2020, datum mean lower A. low sill bulkhead: 237 ft 14. Installation of oyster shell surface. eQUTMc>L-.cs, SUF=F=oiLeK cC>UN- Y. NEEW YC)R c oaTe oz�zozz low water. B. bulkhead: 285 15. Removal of all temporary erasion control measures, upon completion �" '•°�'r�.Ic°�LOT 3e,� ,M�, 21� 4. Contractor shall use the approximate 835 cubic yards of dredged 7. Length of proposed seawall: 203 ft of site stabilization. 16. Installation of miscellaneous site finishes of the eastern peninsula. �� material to backfill retained areas on eastern peninsula, and 8. Area of proposed wetland: 1,375 sf NELSON, POPE &VOORHIS, LLC cADD 2100® NPV NrT�. .. I.LANCS L"M • PPL ANS4"NIQ 1 NCM-20 FEET 70 PlQA®. vK L s N.Y. YT74'�- T '60 C4S?$'17 427'�$OOEi l�AX C�'1� 4,x:7'-C3d."20 >2�': 1 OF 2 PROPOSED OYSTER SHELL SURFACE PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS (TYP) - PROPOSED DREDGED MATERIAL FILL PROPOSED DOUBLEWAL WALL SYSTEM, AS ---. , FROM BASIN & CHANNEL (±690 CY) - MANUFACTURED BY DOUBLEWAL (TYP) -- '- = PROPOSED STONE ARMAMENT TO REPLACE EXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS MANUFACTURED BY CRANE _ RAP REVETMENT MATERIALS INTERNATIONAL (CMI) OR APPROVED EQUAL (TYP) . " ' =9-10 --_- 15-0 - 2 Z ZZ = __= - ----- - Z - - :: " 4, ,FRS,:: 4°° -_- (EL. 8.00) To PL xz _ _ m TOP OF PROPOSED BULKHEAD (EL. 7.00)_ -_ w ` ' � � TOP OF PROPOSED WALL (EL. 7.00) PROPOSED TIDAL WETLAND PLANTINGS --� ;! /E- L. 7.45 - - - TOP OF PROP(OSED_REVETMENT (EL. 5`00) 0 MHW (EL. 1 .201 � ' :�. -- - _ -- - _- - --- -- -- - --- - - - .. - - - W (E . 0) TOP.OF_-L W SILL BULKHEAD SEL.-0.33); . ._ : -- - --- MLW EL. -1 .00 ._ °- MLW (EL. -1.00) '7111, �. PROPOSED MUDLINE I ( ( I 1 I PROPOSED HORIZONTAL - LAY LOG (TYP) EXISTING BOAT BASIN BOTTOM _- . _ -- I ._.III I I i ! . � . --- PROPOSED TIMBER DREDGE MATERIAL TO BE REMOVED I I ! ! I I I ! \ _. DEADMAN PILE (TYP) . ._ _ EXISTING PENINSULA GRADE (TYP) AND PLACED ON PENINSULA UPLAND I I I l I III \ ! I I I III EXISTING MATERIALTO REMAIN PROPOSED BOAT BASIN BOTTOM I III I I i ( ` - PROPOSED 12" DIA. TIMBER PILE TYP I III I III ( ) I III I II I PENINSULA CROSS SECTION A-A SCALE: NTS NYSDHEG APPROVED AS PER TERMb AND CONDITIONS OF PERMIT O. 1—V.V�� tY�2a DATE 30 PROPOSED VINYL BULKHEAD (TYP) PROPOSED BOLLARD PROPOSED STONE ARMAMENT TO REPLACE PROPOSED 15-FT WIDE OYSTER LIGHTING (TYP) EXISTING CONCRETE REVETMENT SHELL SURFACE (TYP) PROPOSED NATIVE SEASIDE PROPOSED DOUBLEWAL WALL SYSTEM, AS PLANTINGS (TYP) 183 91 MANUFACTURED BY DOUBLEWAL (TYP) 8 , 8 'i' �iF' . - . , l•i_ ;{ MI5. =''i ef." A' d'1i o O a. f EL 1 TOPBULKHEAD 7-00 - TOP RFVFTMFNT 5 00 ! EL 5 - �_ - - - - - - - - t k M W ELEV- 120 EL 0 - -. E -100 MLW L - F • EL-5 EL-10 I SOUTH VIEW OF PENINSULA PROFILE SCALE: 1" = 10' NO. DAM filrYlNk '. t.l SECTION ELEVATIONS FEB 1 �,r� cc ! 4 BRICK COVE MARINA i DA 12/02/2022 MAT®AT i r.,. •,. .. C 'D QY 8R 1760 SAGE BLVD, GREENPORT - DATir V-/02t20'12 SC�U'THCX-lam, SUFFC�L-K C©UNTY. NEW Y(=>RK SCTkt DIST 1000,SECT.057,UK O1,LOT 382 JOB W 21003 F�.E No, Ni=LSt3N. PC'?PE &VC>oRHla. LLC CAM 2X=-DA* sN r/ �M 'lV TiaL- • 1_AN=, Ue"m - rt_ANmr4at V o Mme" no...o. MM_vn��. t4,Ly t747-2"tm SCALE AS SHOWN SHEET- 2 OF 2 tW NELSON POPE VOORHIS Iii environmental•land use •planning Project Description with NPV edits from NYSDEC & ACOE Review UPDATED: February 2023 CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±835 cubic yards of sediment from the marina basin inlet (±7,250 square feet or ±578 cubic yards) to a depth of -6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or ±257 cubic yards) to a depth of-4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct ±200 linear feet of "Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of ±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an ±1,700sq.ft. area below the plane of the spring high water line and ±145 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±245 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 4:1 mitigation ratio for±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the"Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an ±1,150sq.ft. area below the plane of the spring high water line and ±655 cubic yards of fill over a ±5,250sq.ft. area above the plane of the spring high water line;the filled/upland area will include±4,200sq.ft.of permeable(oyster shell)surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 FEB 2 7 2023 i Long island: 70 N axess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson alley: 156 Route 59, Suite C6,Suffern, NY 10901 845.368.1472 NELSON n Se .InOPE VOORHIS -planning February 6, 2023 SENT VIA FEDEX Glenn Goldsmith President Southold Board of Town Trustees FEB 1 7 2023 Town Hall Annex 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Chapter 275 Wetlands Permit and LWRP Consistency Application Brick Cove Marina, 1760 Sage Blvd,Southold SCTM No. 1000-57-1-38.3 Dear President Goldsmith: Nelson, Pope&Voorhis, LLC(NPV)continues to assist Conkling Advisors, LLC,the owners of the Brick Cove Marina property located 1760 Sage Blvd., Greenport,Town of Southold, NY, with the ongoing regulatory review process associated with this project. The project includes much needed maintenance dredging of the Saga Basin inlet and southeasterly area of the Brick Cove Marina basin and restoration and stabilization of the peninsula that flanks the east side of the inlet(separating the north shoreline of Shelter Island Sound from Sage Basin). An application was submitted to the Southold Town Trustees in July 2021 for these proposed activities. NPV last presented this project to the Southold Town Board of Trustees (Trustees)during the public hearing session on November 18, 2021,which was the second public hearing held by the Trustees for this application. At this public hearing session, the Trustees provided comments regarding the following topics, which have been addressed over the last 18 months of review with the other involved agencies: ■ "Western peninsula"—the Trustees questioned the proposed paths, ladders, benches, and other improvements on the western peninsula; • Consideration of new vs. maintenance dredging project; • "Eastern peninsula" —the Trustees questioned the proposed height and width of the peninsula, the combined use of low-sill and navy style bulkheads along the northern shoreline,the proposed width of the access pathway, the proposed lighting, and the amount of fill to be placed on the eastern peninsula; • Impacts to intertidal vegetation and replacement with created wetlands behind low-sill bulkhead; • The depth of dredging on the south side of the marina to 4' and its potential to increase dockage of vessels in the Marina. At the rnnrhiicinn of the Kinvomhor)n,)l niihlir haarina thin Trimtaac dirarterl IUP\/and the nnnlirant to provide a determination from the New York State Environmental Conservation (NYSDEC) before continuing the Trustees' review of this project. The coordination of updated project materials associated with technical review and public commentary since the November 2021 Trustees public hearing is outlined below. Long Island: 70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 9 845.368.1472 D E C E WE iciS Cve�Nrina Chapter 275 Wetlan e it a d L RCorfsi# ncy Southold Town Board of Trustees The proposed project scope has been adjusted (scaled down) pursuant to comments received from the NYS Department of Environmental Conservation (NYSDEC), Army Corps of Engineers (ACOE), NYS Department of State (NYSDOS), technical review from other referral agencies (i.e. USFWS, NOAA, EPA, NYSOGS, etc.) and the general public during the NYSDEC and ACOE formal review and public notice comment periods associated with this project.See attached for a copy of the public comments and NPV's responses thereto. The following modifications were made to the project scope and supporting plans: 1. Removal of the "western" peninsula (on the west side of the Sage Basin inlet) from the project. All proposed work will be limited to the inlet,the area of Sage Basin owned by Brick Cove Marina and the peninsula (including the immediately adjacent upland area) on the east side of the inlet. The property survey and project plans have been updated to depict the updated property boundaries. Copies of these updated materials are submitted herewith. 2. Reduction of the dredging area within proposed dredge area "A" (inlet) from 14,250 SF to 7,250 SF. 3. Reduction of the overall volume of dredge material from proposed dredge areas"A"and "B"from 1,226 cubic yards(CY)to 835 CY,whish includes±560 CY within dredge area "A"/inlet(to a depth of-6.0 feet below Mean Low Water(MLW)) and 257 CY in the dredge area "B"/southeast sector of the marina basin (to a depth of -4.0 feet below MLW). This represents a ±32% decrease in dredging activity associated with this project. 4. All dredge material (from dredge areas "A" and "B") is now proposed to be placed between the proposed "Doublewall" (southerly) block wall and the proposed bulkheads on the peninsula that flanks the east side of the Sage Basin inlet (previously referred to as the "eastern peninsula" in the original project narrative/scope and project plans). Any excess dredge material will be used in the immediately adjacent upland area of the subject property(transitioning from the peninsula to the parking area).The proposed dredging is essential for safe navigation due to accretion and shoaling in these underwater areas. The inlet shoaling is increasingly problematic, creating a safety hazard for vessels running aground,which is impacting the Brick Cove Marina business. 5. Increase in native vegetation area (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this submission package) around the perimeter of the retained upland area of the peninsula to±3,825 SF from the previously proposed ±2,850 SF.The upland area of the peninsula will continue to include a permeable (oyster shell) surface, which has been reduced to a continuous 15' width with an elevation of 8.00 feet (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting,educational and viewing areas). 6. Specification of proposed dredge material storage/dewatering area and areas of proposed dredge material placement on the eastern peninsula and immediately adjacent upland (parking)areas of the Brick Cove Marina owned property. 7. Clarification that a total of 925 tons of natural stone(1.5 ton/stone top layer and 50lb/stone base !^ N P V Page 2 of 4 D Land E l U k k go7e Kai?�a Chapter 275 Wetlands®r RP Consistency Sout to dawn I Board of Trustees layer landward of MLW)will be used in the construction of the±2,300 SF rock revetment that will replace the hazardous and unsightly concrete rip-rap (which will be removed) along the south shoreline of the eastern peninsula. The revetment will provide safe and adequate protection of the peninsula from wave energy with opportunities for marine habitat. This design element remains unchanged from the previous scope and plans. 8. Clarification regarding intertidal march (IM)and high marsh (HM)vegetation disturbance relative to the proposed mitigation offered by the 1,375 SF of created IM (to be planted with Spartina alterniflora) between the proposed low-sill bulkhead and proposed landward bulkhead (which will retain the dredge material along the north side of the peninsula).The created wetland area represents a nearly 4:1 mitigation ratio for the ±270 SF and ±140 SF of vegetated IM and HM areas, respectively, that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. The following project scope details remain unchanged from the 2021 application submission and public hearing presentation/review: • Construction of±200 linear feet (LF) of"Doublewall" block retaining wall system to an elevation of 7.00 feet(NAVD 88) along the south shoreline of easterly peninsula. • Construction of a±33 LF Navy-style bulkhead (with a±7 LF return to the east)to an elevation 7.00 feet (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula and protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construction of a ±245 LF Navy-style bulkhead to an elevation of 7.00 feet (NAVD 88) along the northerly shoreline of the easterly peninsula to protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construction of a ±237 LF low-sill bulkhead to an elevation ±0.33 feet (NAVD 88) along the northerly shoreline of the easterly peninsula ±6 feet seaward of and parallel to the above- mentioned new bulkhead to create ±1,375 SF of intertidal wetlands to be planted with Smooth Cordgrass(Spartina alterniflora) along this shoreline. A comprehensive updated project description is provided in the updated LWRP Policy Response Addendum, which corresponded to the updated engineering plans and mitigation plans, all of which are included with this submission package. The following represents the status of the involved agencies review of this project (copies of available determinations/permits are included with this submission package: • NYSDOS issued a General Consistency Determination on May 26, 2022; • NYSDEC issued Article 25 Tidal Wetlands and Article 15, Title 5 Excavation & Fill in Navigable Waters permits and a Clean Water Act, Section 401 Water Quality Certification on January 30, 2023; NPV Page 3 of 4 Brick Cove Marina Chapter 275 Wetlands Permit and LWRP Consistency • ACOE continues to review pursuant to Section 404 of the Clean Water Act and Section 10 of the Safe Harbor Act. The ACOE public notice comment period is complete, and the technical review comments to date have been addressed. To summarize, this submission package represents updates to the proposed maintenance and stabilization activities that are associated with this pending application and necessary for safe navigation and longevity and sustainability of this much needed water-dependent marine use. All proposed work remains in accordance with Best Management Practices for marina operations. We therefore respectfully request to be placed on the next Trustees' work session agenda to discuss the project modifications with the Board. To satisfy the requirements of this request and in support of this project,enclosed herewith are four(4) copies(including 1 original provided as necessary)of the following materials: • Southold Town LWRP Policy response Addendum with updated Project Description last updated by NPV in February 2023; • Survey by John Minto, L.S. last revised January 24, 2022; • Engineering Plan package last updated by R&M Engineering on December 12, 2022; • Mitigation Plan package last updated by NPV on December 2, 2022; NYSDOS General Consistency Determination issued May 26, 2022; ® NYSDEC Permit ID 1-4738-00609-00020,00021, and 00022 issued January 30, 2023; NYSDEC Public Comment Response Memo prepared by NPV on November 14, 2022 • ACOE Public Comment Response Memo prepared by NPV on January 25, 2023. Should there be any questions regarding the enclosed materials or the project in general, please do not hesitate to contact me. Thank you. Very truly yours, NELSON, POPE&VOORHIS, LLC Brant Reiner FEB 1 7 2023 Project Manager/Partner CC] Andrew Salomon Southold Town Martin Finnegan, Esq. Board of Trustees N P V Page 4 of 4 ttLM NELSON POPE VOORHIS F� environmental•land use •planning Town of Southold Board of Trustees Project Narrative and Application Addendum Chapter 275 Wetlands Permit and LWRP Consistency Review Prepared by: Nelson, Pope &Voorhis, LLC (NPV) 70 Maxess Road r { +- Melville, New York 11747 FEB 1 7 2023 Prepared for: Brick Cove Marina r 1760 Sage Boulevard Town of Southold, Suffolk County, New York NPV No. 21009 Date: Last Revised February 2023 Conkling Advisors, LLC, the owners of the Brick Cove Marina property located 1760 Sage Blvd., Greenport, Town of Southold, NY seek approvals for much needed channel maintenance and marina basin improvements. The improvements include the dredging of the southerly area of the marina basin as well as the basin inlet channel and the restoration of a peninsula located along the east side of the inlet. The proposed activities are necessary to stop the chronic erosion of the peninsula (which protects the boat basin and marina), restore the peninsula to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. The proposed project scope has been adjusted (scaled down) pursuant to comments received from the NYS Department of Environmental Conservation (NYSDEC), Army Corps of Engineers (ACOE), NYS Department of State (NYSDOS), technical review from other referral agencies (i.e. USFWS, NOAA, EPA, NYSOGS, etc.) and the general public during the NYSDEC and ACOE formal review and public notice comment periods associated with this project. The NYSDOS issued a General Consistency Determination on May 26, 2023. The NYSDEC issued Article 25 Tidal Wetlands and Article 15, Title 5 Excavation & Fill in Navigable Waters permits and a Clean Water Act, Section 401 Water Quality Certification on January 30, 2023.The ACOE continues to review the proposed project pursuant to Section 404 of the Clean Water Act and Section 10 of the Safe Harbor Act. The ACOE public notice comment period is complete, and the technical review comments to date have been addressed. Approvals are needed from the Southold Town Trustees pursuant to Southold Town Code Chapter 275 Wetland regulations and Southold Town Local Waterfront Revitalization Program policies. The following narrative supports the Southold Town Trustees application package associated with this project. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 9 845.368.1472 E C E � V Chapter 275 Wet nd LWRP Policy Consisten ric a 1 a inp, uth Project Site Location and Existing Site Conditions Southold Town Board of Trustees The 12.32-acre subject property, identified on the Suffolk County Tax Map (SCTM) as 1000-57-1- 38.3, is located at 1760 Sage Boulevard in the Hamlet of Southold, Town of Southold, Suffolk County, New York. It is situated between Sage Boulevard to the north, Sage Basin to the west and Peconic Bay/Shelter Island Sound to the south. The property supports an existing full-service marina with 138 boat slips, travel lift, service slips, pump out station and a boat launch in the marina basin and boat service outbuildings in the upland areas. The existing upland development of the property also includes two (2) single family residential uses, a swimming pool with bathhouse, tennis courts, parking areas and conventional sanitary systems. The area of the property associated with the proposed activity includes a peninsula with a deteriorated rip rap southerly shoreline, heavily eroded banks and sparsely vegetated tidal wetland areas. The existing conditions of the subject site are shown on the updated site development plans. Project Description This marina is a valuable resource to the marine-dependent uses of Long Island's North Fork community. The proposed activities include much needed maintenance dredging of the Sage Basin inlet and southeasterly area of the Brick Cove Marina basin and restoration and stabilization of the peninsula that flanks the east side of the inlet along the north shoreline of Shelter Island Sound, which provides safe harbor for the vessels within Sage Basin. To protect this resource and ensure its longevity,the property owners propose the following scope of work: * Maintenance dredging, via a crane on a barge, to include a total volume of±835 cubic yards (CY) from two areas: 1) within the existing Brick Cove Marina boat basin (dredge area "B"), and 2)the Sage Basin Inlet channel.The marina basin dredging area will vary in width from ±20-feet-wide to ±33-feet-wide and will extend ±119-feet-long, between the most southerly dock and the eastern peninsula. This ±3,475 square feet (SF) basin area shall have a maximum water depth of 4-feet-below the plane of Mean Low Water(MLW). The inlet channel dredging area will vary from ±55 feet wide to ±65 feet wide and will extend ±207 feet between Sage Basin and Shelter Island Sound. This ±7,250 SF rectangular-shaped inlet channel dredging area with two spurs shall have a maximum depth of 6 feet below the plane of MLW.The total dredging area is approximately 10,725- square feet(approximately 0.25 acres). It is anticipated that a barge will be used to dredge the seaward areas of the inlet.The dredged material will be placed on a barge temporarily (as it is removed from the bottomland),then transferred to the upland area of Brick Cove Marina and ultimately into the confines of a proposed block wall and bulkhead on the eastern peninsula. * Construction of ±200 linear feet (LF) of "Doublewal" block retaining wall system to an elevation of 7.00 feet (NAVD 88) along the south shoreline of the eastern peninsula. * Removal of approximately 660 CY of existing riprap from an approximately 2,300 SF area (to be carted offsite to a licensed disposal facility) along the southerly shoreline of the easterly peninsula. The existing rip-rap is proposed to be replaced with a ±2,300 SF revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and NPV Page 2 of 13 v FEB 1 7 2023 Chapter 275 Wetlandsnd LP Policy Consistency [Bricktye.Z�M Board of Trustees 50lb/stone base layer landward of MLW which will result in the placement of approximately 515 cubic yards of stone over an approximately 1,700 square foot area below the plane of SHW and approximately 145 cubic yards of stone over an approximately 600 square foot area above the plane of SHW. • Construction of a ±33-LF Navy-style bulkhead (with an 8-foot return to the east below SHW) to an elevation 7.00 feet (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula, and protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. d Construct ±245 LF of Navy-style bulkhead to an elevation of 7.00 feet (NAVD 88) along the northerly shoreline of the peninsula to protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. ® Construct ±237 LF of low-sill bulkhead to an elevation ±0.33 feet (NAVD 88) along the northerly shoreline of the easterly peninsula±6 feet seaward of and parallel to the above- mentioned new bulkhead to create±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline. The created wetland area represents a 4:1 mitigation ratio for±410 SF of vegetated intertidal and high marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. ±690 CY of the ±845 CY of dredged material from the above referenced inlet and boat basin of this project shall be placed between the "Doublewal" southerly block wall and the north and west bulkheads on the eastern peninsula resulting on ±35 CY of fill over a ±1,150 SF area below the plane of SHW and ±655 CY of fill over a ±5,250 SF area above the plane of SHW. The additional dredge material will be used in the immediately adjacent upland area (transitioning from the peninsula to the parking area). The filled/upland area will include ±4,200 SF of permeable (oyster shell) surface with an elevation of 8.00 feet (NAVD 88)to match the highest elevation of the existing peninsula grade. The peninsula improvements also include sitting benches, low-profile bollard lighting (to illuminate sitting, educational and viewing areas) and ±3,285 SF of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) around the perimeter of the retained areas. ■ The project has been designed to incorporate mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of the peninsula, and the creation of ±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 4:1 mitigation ratio for the ±410 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. a No work is proposed on the peninsula that flanks the western side of Sage Basin Inlet. NPV has filed an application package with the Southold Town Trustees on behalf of Brick Cove Marina for this project. It is submitted that the application package supports the proposed dredging and peninsula restoration project (as noted above) meets the standards of the NYSDEC Article 25 Tidal Wetlands program, NYSDEC Article 15, Title 5 Excavation & Fill of Navigable N PV Page 3 of 13 U FEB 1 7 20?_3 Chapter 275 Wetlands a d LW P Policy Consistency B ick C outhold 0uMol own Waters program, and Clean Water Act Section 401 Water Quality a 1 l3nard of Trust es r accordance with the Town's Local Waterfront Revitalization Program (LWRP) policies. The following responses are provided to address the Town LWRP policies that pertain to the proposed activities: Response to Southold Town LWRP"Developed Coast Polig" 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 111 — Policies;Page 2 for evaluation criteria. The existing 138-slip marina is a valuable resource that is essential to the sustainability and preservation of Southold Town's strong history of water-dependent recreational and economic uses. The proposed activities are intended to stop the chronic erosion that is depositing sediment into the marina basin and the basin inlet (which connects the marina to the Shelter Island Sound/Peconic Bay), restore the peninsula on the east side of the Sage Basin inlet to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. The peninsula improvements have been designed to include proposed natural stone armament along the south shoreline of the peninsula as a more stable and aesthetically appropriate protective feature than the existing concrete rubble/riprap, and the restoration and enhancement of wetland and upland areas with native vegetation. All proposed work is designed to be in accordance with best management practices for marina operations. It is therefore submitted that the proposed improvements are consistent with LWPR Policy 1 criteria, which notes, "encouraging water-dependent uses to concentrate in existing locations of maritime activity" in its "primary components of desired development pattern." Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section 111—Policies Pages 6 and 7 for evaluation criteria. 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components(including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. The subject property is not within a known area of scenic significance as defined by the Town's LWRP. Nonetheless, because of the coastal waterfront exposure of the property, the shorelines are subject to impacts from wave energies that have eroded previously under-protected areas of the peninsula. The fully bulkheaded westerly peninsula has remained stable. Since these peninsulas protect the marina basin and the unprotected portions of the peninsula continue to be threatened and subject to erosion,there is a need for the proposed structural improvements to stabilize the currently unprotected shoreline of the easterly peninsula. Also, the proposed N V Page 4 of 13 FEB 17J2023 Chapter 275 Wetlan s and WRP Policy CBrick Col" tfb board of Trustees structures along the north shoreline of the eastern peninsula are essential to stabilize the eroded bank, which will allow for the creation of vegetated intertidal wetland areas while providing appreciable waters depths that are necessary for the safe operation of vessels in the southern area of the marina basin. B. Restore deteriorated and remove degraded visual components The property owners seek to improve the aesthetics of the property. They intend to create an appealing and sustainable viewshed of and from the shorelines of the property. As such, the proposed improvements to the peninsula have been designed with scenic views in-mind. The project involves the replacement of hazardous and unsightly riprap along the southern shoreline with natural stone. The aesthetic impacts of the peninsula are intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties,and 2)offer a tranquil place to enjoy a view of the natural surroundings. The property owners would also like to use the sitting areas as opportunities to educate its visitors on the surrounding natural and physical environments through the integration of aesthetically pleasing educational signage (to be located throughout the peninsula) with historical and ecological facts about the project site and surrounding area. C. Screen components of development which detract from visual quality. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements. D. Use appropriate siting,scales,forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. Refer to Policy 313 response noted above. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality. The disturbance to existing vegetation is unavoidable to install the structural improvements that are necessary to ensure the protective functions and longevity of the peninsulas. However, the project has been designed to incorporate mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of these peninsulas, and the creation of±1,315 square feet (SF) of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 4:1 mitigation ratio for the ±410 SF of vegetated intertidal and high marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. F. Improve the visual quality associated with hamlet areas aN P V Page 5 of 13 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The proposed improvements to the peninsula are intended to be a visual improvement to the local coastal community. G. Improve the visual quality of historic maritime areas The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. H. Protect the visual interest provided by active water-dependent uses The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. I. Anticipate and prevent impairment of dynamic landscape elements that contribute to ephemeral visual qualities The project is intended for long-term protection and enjoyment of the marina and shoreline of the property. J. Protect visual quality associated with public lands, including public transportation routes,public parks and public trust lands and waters The peninsula is intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties, and 2) offer a tranquil place to enjoy a view of the natural surroundings. K. Protect visual quality associated with agricultural land, open space and natural resources. The project is designed to adapt the much-needed stabilization of the peninsula into the surrounding seaside landscape and open-water areas. A mix of vertical walls and a sloping rock revetment will provide a variability in the landscape, which will be further enhanced by carefully selected native seaside upland and wetland vegetation. This is consistent with other site- appropriate maritime uses throughout the Town of Southold. it ;s therefore submitted that the proposed ;;;;proven;ents ari consatent.�,�i+h+ho I\A/QR Py 2 criteria. 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. D EC E� � C� N PV FEB Plg�Q LCot�17 2023 Chapter 275 Wetlands annsistency Brn Board of Trustees 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. Marinas by nature exist in flood-prone and/or coastal erosion hazard areas. The proposed improvements are necessary to protect the existing marina from the coastal dynamics that continue to threaten it. This project is necessary to support the Town's valuable water- dependent uses that rely on the sustainability of safe harbor and navigability for vessels. B. Use vegetative non-structural measures to manage flooding and erosion hazards. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements to help absorb and filter stormwater runoff and tidal water inundation. A strictly soft-shoreline alternative is not practical due to the concentrated wave energies that are directed at these shorelines. This is evident in review of historic aerial photographs that depict erosion and loss of land, as well as viewing of photographs of the site that illustrate the eroded shoreline and unstable conditions of the east peninsula. C. Enhance existing natural protective features and processes, and use nonstructural measures which have a reasonable probability of managing erosion The use of nonstructural measures is not a practical alternative for the stabilization of the peninsula and protection of the marina basin. A non-structural shoreline restoration project would not be able to withstand the dynamic conditions that continue to erode the easterly peninsula due to wave energies and storm surge events. Evidence from review of aerial photographs documenting longterm erosion rates demonstrates severe erosion conditions along the unprotected areas of this peninsula. Empirical information documented post-Hurricane Sandy demonstrates that a properly constructed hardened shoreline will prevent loss of property. An exposed shoreline such as the ones found along the west and north sides of the eastern peninsula will experience significant erosion during a storm surge due to fetch and wave action directed towards this shoreline. D. Use hard structural erosion protection measures for control of erosion only where: Construction of a hard structure is the only practicable design consideration and is essential to protecting the principal use." It is submitted that this project is consistent with Policy Standard 4.1.D and 4.1.D.4., which notes that the management of flooding and erosion hazards requires a waterfront property owner to "Use hard structural erosion protection measures for control of erosion only where: Construction of a hard structure is the only practicable design consideration and is essential to protecting the �� N P V Page 7 of 13 F E B 1 7 2023 Chapter 275 Wetlands a id LW IP Policy Consistency rick ove iq�) Beard of Trustees principal use." This is consistent with the need for the improvements as designed and proposed for this project. 4.2 Protect and restore natural protective features It is submitted that the proposed project is consistent with Policy Standard 4.2.D., which notes, D. A limited interference with coastal processes may be allowed where the principal purpose of the structure is necessary to: 1. simulate natural processes where existing structures have altered the coast 2. provide necessary public benefits for flooding and erosion protection 3. provide for the efficient operation of water-dependent uses 4.3 Protect public lands and public trust lands and use of these lands when undertaking all erosion or flood control projects. There will be no further encroachment of structural improvements into public land. All structural improvements are designed to be either completely within the metes and bounds of the subject property and/or no further seaward than the existing concrete riprap along the south shoreline of the eastern peninsula. The proposed dredging of the inlet will be completed partially within underwater lands owned by the State of New York pursuant to a long-standing agreement between the State and the owners of the Brick Cove Marina property. The dredged inlet channel benefits all users of Sage Basin, not just Brick Cove Marina, which is assuming all costs for this work. 4.4 Manage navigation infrastructure to limit adverse impacts on coastal processes. The project involves the proposed dredging of the inlet between the marina basin and the Shelter Island Sound/Peconic Bay. The dredging of this inlet has been permitted by the State,Army Corps and Town for many years. The stabilization of the peninsula shoreline is intended to stop the erosion of sediment from this peninsula,which is being deposited into the inlet and marina basin. 4.5 Ensure that expenditure of public funds for flooding and erosion control projects results in a public benefit. This project is being funded by the project sponsors. Public funding is not required. However, public benefit ;i.e., a safe navigation channel through the inlet; .VIII bn provided. 4.6 The siting and design of projects involving substantial public expenditure should factor in the trend of rising sea levels. The project is being funded by the project sponsor. However, it is important to note that the proposed improvements have been designed with full consideration of current FEMA flood N PV Page 8 of 13 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold elevations and future sea-level rise. The top of the proposed vertical structures on the easterly peninsula are designed to elevation 7.0' (NAVD 88). It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 4 criteria. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section W—Policies Pages 16 through 21 evaluation criteria. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. There will be no direct or indirect discharge resulting from the proposed improvements. 5.2 Minimize non-point pollution of coastal waters and manage activities causing nonpoint pollution. There will be no non-point pollution resulting from the proposed improvements. 5.3 Protect and enhance quality of coastal waters There may be short-term turbidity resulting from the proposed dredging activity. This unavoidable biproduct of the dredging would be considered minor in nature with little to no potential for impacts to the surrounding coastal waters. Turbidity curtains will be used throughout the dredging and construction processes to mitigate waterborne sediment transportation. 5.4 Limit the potential for adverse impacts of watershed development on water quality and quantity. A. Protect water quality by ensuring that proposed expansion or intensification of existing watershed development results in: 1. Protection of areas that provide important water quality benefits 2. Maintenance of natural characteristics of drainage systems, and 3. Protection of areas that are particularly susceptible to erosion and sediment loss The proposed activity is necessary for the continuation of the water-dependent uses of the property. This project does not propose "development"that would increase the intensity of uses associated with this,property and/or impact the water quality of the surrounding water bodies. The proposed activity does however seek to protect areas of the Sage Basin and Peconic Bay coastline that are particularly susceptible to erosion and sediment loss. � 1111 E N P V 91o>7132023 Chapter 275 Wetlands and t k tliy Gns e4y V+ E Brie anna, ou 5.5 Protect and conserve the quality and quantity of potable water. III FEB 17 2023 ]0 This project will not have any impact on potable water uses or sources. Southold Town Board of Trustees It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 5 criteria. 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 111— Policies;Pages 22 through 32 for evaluation criteria. 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by... 1. Physical loss of ecological components. 2. Degradation of ecological components. 3. Functional loss of ecological components. As previously noted, the project has been designed to incorporate ecological mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of the peninsula, and the creation of±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 4:1 mitigation ratio for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.2 Protect and restore Significant Coastal Fish and Wildlife Habitats. The marina, boat basin, inlet, shorelines and nearshore areas are not within a NYS Significant Coastal Fish and Wildlife Habitat area according to the NYS Department of State Division of Coastal Resources assessment and map for the Conkling Point, Hashamomuck Pond and Port of Egypt Island area—see attached. 6.3 Protect and restore tidal and freshwater wetlands. The proposed project involves the creation of ±1375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 4:1 mitigation ratio for the±410 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.4 Protect vulnerable fish, wildlife, and plant species, and rare ecological communities. NPV Page 10 of 13 Ism � u - LJ Chapter 275 Wetlands and L F�i stency L�23 Brick oveuthold a Southold Town The project sponsor is aware of Federal, State and Local restrictions that may, pra.hjbt,_d � +�'St�Ps of the marina inlet during certain timeframes to protect shellfish and fish spawning habitat. In addition, there are no known instances of vulnerable, protected or rare wildlife or plant species on the subject property or within the area of the proposed dredging activity. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 6 criteria. 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 111—Policies:Pages 38 through 46 for evaluation criteria. This project will have no adverse impact on public access to, and recreational use of the Town's coastal waters, public lands and public resources. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 9 criteria. Policy 10. Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. See LWRP Section 111—Policies; Pages 47 through 56 for evaluation criteria. 10.1 (a) Protect existing water-dependent uses. 10.1 (b) Improve the economic viability of water-dependent uses by allowing for non-water dependent accessory and multiple uses,particularly water enhanced and maritime support services where sufficient upland exists. Marine I and 11 zoning districts have been identified within the Town's harbors, inlets and creeks. These locations are illustrated on Map 11-6. These specific areas are where new water-dependent or water-enhanced uses will be accommodated or where existing uses will be permitted to expand within limits. 10.2 Promote Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the most suitable locations for water-dependent uses within the Town of Southold. 10.3 Allow for continuation and development of water-dependent uses within the existing concentration of maritime activity in harbors, inlets and creeks. 10.4 Minimize adverse impacts of new and expanding water-dependent uses and provide for their safe operation 10.5 Provide sufficient infrastructure for water-dependent uses. 9 N r V Page 11 of 13 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold 10.6 Promote efficient harbor operation. It is submitted that the LWPR Policy 10 criteria support this project. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and the Town waters. See LWRP Section Ill—Policies;page 57 through 62 for evaluation criteria. 11.1 Ensure the long-term maintenance and health of living marine resources. The project includes best management practices that are intended to support living marine resources as part of the installation of necessary long-term erosion control measures. The health and diversity of marine resources is important to the property owners, who manage a mariculture operation in the Town of Southold. The project includes the creation of±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 4:1 mitigation ratio. Furthermore, the applicant is considering the integration of ecologically engineered ECOncrete products (i.e., ECO Tide Pool Armor to create artificial tide pools within the proposed revetement, ECO Seawalls attached to the new bulkhead sheathing, ECO mats) into the project to further increase opportunities for biodiversity and marine habitat. 11.2 Provide for commercial and recreational use of the Town of Southold's finfish, shellfish, crustaceans, and marine plants. The subject property provides commercial and recreational uses that are reliant on the sustainability of marine resources in the Town of Southold and the adjacent water bodies. Furthermore,the proposed improvements to the marina are intended to protect the marina and enhance marine habitat on and around the subject property through the creation of intertidal wetland areas and the implementation of ecofriendly materials such as ECOncrete ® (i.e., ECO Tide Pool Armor to create artificial tide pools within the proposed revetement, ECO Seawalls attached to the new bulkhead sheathing, ECO mats), where possible. 11.3 Maintain and strengthen a stable commercial fishing fleet in the Town of Southold The property owners are active mariculture operators and are supportive of the local commercial fishing fleets. The proposed improvements to this subject property will provide a sustainable ;_iatar-Annendent faCllity with an opportunity fnr the pronr.erty MAinarc to nrnernte future mariculture activities through the marina. 11.4 Promote recreational use of marine resources. " E F E B 1 7 2623 I � ` / Southold Town IV v Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The subject property provides 138 slips for safe sheltering of vessels, mostly used for maritime recreation. The proposed improvements are necessary to preserve the integrity of the boat basin and the water-dependent uses of the property. 11.5 Promote managed harvest of shellfish originating from uncertified waters As noted above, the property owners are stewards of mariculture activities. As such, they support sustainable shellfish harvesting. 11.6 Promote aquaculture. As noted above,the property owners manage a mariculture operation,thus seek to promote the sustainability of aquaculture activities. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 11 criteria. C E � U E F E B 1 7 2023 E Southold Town Board of Trustees N PV Page 13 of 13 Menvironmental land NELSOSe . n POPE VOORHIS P 9 November 3, 2022 VIA EMAIL Laura F. Star, Environmental Analyst NYSDEC—Region 1 SUNY @ Stony Brook, Building 40 50 Circle Road ----- Stony Brook, NY 11790-3409 r }_ -nn Re: Brick Cove Marina; Conkling Advisors LLC ' �D -r Public Comments& Responses DEC ID#1-4738-00609/00020 E_ NPV No. 21009 �TM 1J.1 .. ` Dear Ms. Star: On October 4, 2022, Nelson, Pope & Voorhis, LLV (NPV) submitted information to clarify the proposed scope of work and address a few comments related to the above referenced application, which involves much needed shoreline stabilization and dredging within Brick Cove Marina and Sage Basin inlet. The following submission is intended to reiterate important information previously submitted to the NYSDEC by NPV, further clarify the scope of work and regulatory review documents and expand upon the ecological assessment surrounding this project. Consider a Living Shoreline option The design team considered options to achieve the goal of stabilizing the east peninsula shoreline along the inlet and boat basin coupled with channel and basin dredging and material disposition, during the design process. A living shoreline was not considered feasible due to the dynamic wave energy and erosional characteristics of this segment of shoreline. The extensive erosion experienced along this segment of shoreline is evident via the documented loss of soil and destabilization of vegetation and upland features. The shoreline is not natural and contains extensive debris in the form of concrete rip-rap, which has become more exposed further signifying the extent of the erosion especially on the eastern tip of the peninsula. The project has been designed to stabilize the peninsula and promote marine habitat and environmental benefit, both on the north and south sides of the project. The proposed south side improvements include the removal of debris and placement of natural stone shoreline protection/stabilization features that \.',II promote habitat enhancement rel I— to the current hazardous cond.t:ons characterized by non-natural materials and an eroding shoreline. The proposed north side improvements include the establishment of a low-sill bulkhead to promote intertidal marsh vegetative growth, expanding the area of vegetated wetlands 4:1, through the planting of Spartina alterniflora. This will add productivity, habitat, pollutant assimilation and erosion Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 D l5 U E rick FM lv�aIna klin ors LLC Public Com nts ponses DEC ID#1-4738 0060 j/04020 Southold Town L�tjoa o tustees protection in this less dynamic environment. Overall, the project as proposed pravi es a best environmental and functional solution for shoreline protection and restoration. Stress on properties east and west of the project The proposed project is local to the site and within the boundaries of Brick Cove Marina. The west side of the project is bounded by the Sage Basin marina inlet,and the east part of the project is bounded by other lands of Brick Cove Marina. Given these boundaries, no adverse impact beyond the immediate project area is expected. To the contrary, impact from off-site features occurs on the subject property. It is apparent that littoral drift is from west to east in the area of the proposed project, and thus, the east peninsula shoreline is in the downdrift area and is subject to scouring,erosion and loss of sediment. This is evidenced in current and historical aerial photographs and the physical conditions of the subject site, which experiences erosion from this downdrift condition and wave energy in this area of Peconic Bay. Material to be placed within the east peninsula after stabilization of the north and south sides is dredged material from the existing waterways adjoining the site. The proposed project involves necessary dredging of the existing channel to ensure safe navigation to an existing commercial recreational boating basin, active oyster nursery, and ongoing marina enterprise. The material will remain on the subject site and will not impact other areas to the east or west of the subject site for the reasons noted herein. Merits of increasing the size of the peninsula The peninsula is proposed to be restored to more closely resemble the prior conditions before deterioration, erosion and loss of sediment that formed the peninsula. Review of historic aerial photographs verifies that the peninsula was larger, and physical evidence on the site demonstrates the extensive erosion that has occurred and is ongoing. The size of the peninsula is reasonable and reflects restoration rather than expansion, with the added benefit of stabilizing the site, creating habitat, and providing a receiving area for dredged material from adjoining waterways. Consequences on ecology The consequences on the ecology (habitat, wildlife, waterfowl, fish) are beneficial. The site is currently experiencing active erosion. The proposed project will stabilize the negative impacts of erosion which include loss of sediment, deposition/shoaling within surrounding surface waters, exposure of non-natural shoreline materials, undercutting and loss of upland habitat/vegetation. These conditions will be replaced with a stable shoreline of natural materials (south side) and extensive stands of intertidal marsh (north side), as demonstrated in the project plans (Appendix A) which include a 4:1 intertidal marsh restoration. The peninsula itself will be established in native dune plantings, which will provide additional upland habitat in place of the current eroding conditions of the peninsula. No adverse impact on habitats, wildlife, waterfowl or fish are expected. To the contrary, habitat for the estuarial species will be improved because of the proposed project. It is also noted that, according to the property owner, the Brick Cove Marina houses a thriving oyster nursery, which over the last 6 months has cultivated over 2 million oysters. NA N P V Page 2 of 5 Brick Cove Marina;Conkling Advisors LLC Public Comments and Responses 0609/00020 mn Status of the osprey nest F E B 1 7 2023 The osprey pole, which was not placed at AL this location by the current property Southold - ' n owner/applicant, is not part of any known Boar Tr stew permit condition or regulatory requirement. It is noted that the osprey was re-classified as a species of special concern [which has no special protection under New York State Environmental F Conservation Law (NYSECL)] from its prior - classification of"threatened" in 1999, and is increasing in populations statewide and locally. The existing osprey pole is undercut by erosion and will topple over if ; rake"o n J u ne16,2022 left to remain. Replacement of the osprey pole on the east peninsula is not compatible with the recreational use of the Brick Cove Marina site. The applicant offers to relocate an osprey pole on the west peninsula at their own expense if authorized by NYSDEC and the NYS Office of General Services. Though the osprey pole has exhibited use in the past, the current status of the species and conditions on the site do not warrant any further consideration of this feature from a regulatory perspective. Endangered and other species The comment references two endangered species (piping plover and least tern) that are associated with Conkling Point east of the project site as well as horseshoe crabs. It is noted that Conkling Point is approximately 2,500 feet (nearly% mile) east of the subject site. Between the subject site and Conkling Point is a small boat basin, a 1,500 linear-foot treated bulkheaded shoreline with seasonal homes on the beach and an inlet to the embayment behind Conkling Point. The proposed project will in no way adversely impact Conkling Point or it's associated habitats, species or other features due to the local and confined nature of the proposed project, the distance of nearly % mile between the project site and Conkling Point, and the intervening shoreline features. Horseshoe crabs are not a listed as protected species in New York State and are still subject to commercial harvest under quotas. The proposed project will not impact horseshoe crab habitat as the current condition of the east peninsula is subject to erosion and the beach and shoreline are dominated by non-natural concrete debris. The proposed project will stabilize these areas with natural stone and sand placement to ensure that the peninsula does not experience erosion and thus will improve conditions for the horseshoe crab and other species Consistency with Local Wgte root revitalization Program The project is consistent with the Town of Southold Local Waterfront Revitalization Policies. In July 2021, a formal application was submitted to the Town of Southold Board of Trustees for a N P V Page 3 of 5 D C E U Brick Cove Marina;Conkli isors LLC FFBPIICg�ent spouses �] C 47 9/00020 Soqthol Chapter 275 Wetlands Permit approval and Waterfront to E4tyi?#4 e isprj ct. The submission package to the Town Trustees included an Addendum to directly address each policy of the LWRP. After much deliberation with the Town Trustees and changes to the proposed action, the project was resubmitted to the Board of Trustees on July 19, 2021, with updates per town recommendations. On September 10, 2022, Mark Terry, the Town of Southold LWRP coordinator deemed the proposed project to be"consistent with the LWRP policies and therefore consistent with the LWRP provided." The LWRP Addendum was subsequently updated to coincide with the project scope and plan updates (which reduced the scope of the project),which are currently being reviewed by the NYSDEC. Included herewith is a copy of the most recent Project Narrative and Addendum (Appendix B) to address the LWRP review standards. This updated LWRP consistency review addendum will be submitted to the Town Trustees LWRP coordinator following the issuance of a determination by the NYSDEC. Since the project scope has been reduced, it is anticipated that the Town LWPR coordinator will continue to acknowledge the project's consistency with the LWRP. Increased Size of Dredged Channel Navigation issues continue to worsen within the Sage Basin inlet and southeasterly potions of Sage Basin, which supports the 138 boat slips and boat launch ramp within Brick Cove Marina as well as neighboring residential communities and the general public. There is a long history of dredging within the inlet and basin to address continuous shoaling, which has been accelerated as the eastern peninsula erodes at a rapid pace — see photos demonstrating the steep embankments and loss of sediment and vegetation on the south, west and north sides of the peninsula. Brick Cove Marina stores and services many boats and serves the marine industry as a critical marine recreational/commercial use in the area.The channel of Sage Basin Inlet was last dredged over 10 years ago.The proposed dredging has been expertly redesigned by the qualified engineers at R&M Engineering to meet the criteria set forth by the Town Trustees during their review while accommodating all anticipated boat traffic through the inlet to Sage Basin.This inlet services Brick Cove Marina as well as several waterfront communities surrounding Sage Basin that rely on this inlet to access the greater Peconic Bay. According to Brick Cove Marina community members, the increasingly shallow water depths and narrowing channel of the Sage Basin inlet have become a constant safety hazard, noting many occurrences of vessels getting stuck to the extent that assistance was required to dislodge them. If this much needed dredging does not occur, the unsafe navigation conditions at the Sage Basin inlet could yield deleterious results forthe recreational and commercial operations that utilize Sage Basin. This poses a health and safety hazard to all persons using the inlet. Increasing the dredge area will ensure safe navigation and adequate passage ways for all vessels using the inlet. The proposed inlet dredging will benefit everyone including Brick Cove Marina community, residents local to Sage Basin, and the general public. Letters of Support The applicant,Conkling Advisors, LLC(owner of Brick Cove Marina)circulated a petition (detailing the project and the regulatory review associated with such)to its community members. Over 90 members of the community provided their signatures, support, and comments as to why the 11 N PV Page 4 of 5 Brick Cove Marina;Conkling Advisors LLC Public Comments and Responses DECID#1-4738-00609/00020 proposed action is necessary. The signatures and comments, which support this project, were submitted to the NYSDEC by these Brick Cove Marina community members within the public comment period timeframe. We support public comments as an important part of permitting and review of major projects, and respect the rights of the public to provide comments to enhance permits and participate in the process. In this case, we have evaluated the public comments (as they pertain to the technical matters of this application)and believe that there is no technical merit to the comments that we are aware of to date. This letter provides information to assist in addressing public comments and provides scientific and practical information in support of the proposed project. Farrell Fritz, PC will be providing clarifications and comment to address the ownership of the Brick Cove Marina and the unrelated information that was entered into the record during the public comment period. We believe that the project is well-conceived and designed, and achieves goals to provide for recreational/commercial boating safety and environmental improvement and is therefore consistent with the standards for issuance of a permit under Article 25 of the NYSECL and the regulations contained in 6NYCRR Part 661. Thank you for the opportunity to provide these comments, so that they may be considered by your office in connection with the pending permit for the Brick Cove Marina dredging and shoreline stabilization/environmental restoration project. Sincerely yours, NELSON, POPE&VOORHIS, LLC q�22 E C E D U E f F E B 1 7 2023 Charles J. Voorhis, CEP, AICP 0 Principal Southold Town Board of Trustees cc: Andrew Salomon, Brick Cove Marina Brant Reiner, NPV N PV Page 5 of 5 MNELSON POPE VOORHIS environmental •land use •planning January 25, 2023 VIA EMAIL ONLY William T. Bruno, Biologist E C E 14 E U.S. Army Corps of Engineers - New York District V Jacob K. Javits Federal Building 26 Federal Plaza, Room 16-406 FEB 1 7 2023 New York, NY 10278-0090 Southold Town Re: NAN-2021-01045-EBR Board of Trustees Brick Cove Marina; Conkling Advisors LLC Public Notice NPV No. 21009 Dear Mr. Bruno: This letter is submitted in response to the public notice coordinated by the Army Corps of Engineers (ACOE)for the above referenced application (Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act) associated with the proposed dredging and shoreline stabilization project at Brick Cove Marina. We understand that the public comment period commenced December 28, 2022 and will conclude no later than January 27, 2023 (30 days after the publication date of the notice). Pursuant to the ongoing ACOE review and the public notice circulated, below is an expanded discussion of the proposed actions: Alternative design options The design team considered options to achieve the goal of stabilizing the east peninsula shoreline along the inlet and boat basin, coupled with channel and basin dredging and material disposition, during the design process. A living shoreline was not considered feasible due to the dynamic f, wave energy and erosional characteristics of this segment of shoreline. The extensive erosion experienced along this segment of shoreline is evident via the documented loss of soil and destabilization of vegetation and upland features, ; MC Chn%Ain in the inrhiriigad nhntnarnnh takcn Daramber 23 2022. The shoreline is not natural and contains extensive debris in the form of concrete rip-rap, which has become t more exposed further signifying the extent of the erosion a__ especially on the eastern tip of the peninsula. The project s Taken on December 23,2022 has been designed to stabilize the peninsula and promote ¢_ _ Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 • 845.368.1472 V Br ove l�ar Cong-(11045-EBR visors LLC C NnticefAN marine habitat and environmental benefit, both on the,north a s,°p I gmthe pro ect. The proposed south side improvements include the removal of de ras an p acement r)f na ural stone shoreline protection/stabilization features that will promote habitat enhancement relative to the current hazardous conditions characterized by non-natural materials and an eroding shoreline. The proposed north side improvements include the establishment of a low-sill bulkhead to promote intertidal marsh vegetative growth, expanding the area of vegetated wetlands 4:1, through the planting of Spartina alterniflora. This will add productivity, habitat, pollutant assimilation and erosion protection in this less dynamic environment. Overall, the project as proposed provides the best environmental and functional solution for shoreline protection and restoration while ensuring sustainable dredging opportunities for this valuable water-dependent resource/use. Stress on properties east and west of the protect The proposed project is local to the site and within the boundaries of Brick Cove Marina. The west side of the project is bounded by the Sage Basin marina inlet,and the east part of the project is bounded by other lands of Brick Cove Marina. Given these boundaries, no adverse impact beyond the immediate project area is expected. To the contrary, impact from off-site features occurs on the subject property. It is apparent that littoral drift is from west to east in the area of the proposed project, and thus, the east peninsula shoreline is in the downdrift area and is subject to scouring,erosion and loss of sediment. This is evidenced in current and historical aerial photographs and the physical conditions of the subject site, which experiences erosion from this downdrift condition and wave energy in this area of Peconic Bay. Material to be placed within the east peninsula after stabilization of the north and south sides is dredged material from the existing waterways adjoining the site. The proposed project involves necessary dredging of the existing channel to ensure safe navigation to an existing commercial recreational boating basin, active oyster nursery, and ongoing marina enterprise. The material will remain on the subject site and will not impact other areas to the east or west of the subject site for the reasons noted herein. Merits of the proposed peninsula stabilization The peninsula is proposed to be restored to resemble the prior conditions more closely before deterioration, erosion and loss of sediment that formed the peninsula. Review of historic aerial photographs verifies that the peninsula was larger, and physical evidence on the site demonstrates the extensive erosion that has occurred and is ongoing. The size of the peninsula is reasonable and reflects restoration rather than expansion,with the added benefit of stabilizing the site, creating habitat, and providing a receiving area for dredged material from adjoining waterways. Effects on ecology The anticipated effects on the nearby ecology (habitat, wildlife, waterfowl, fish) are beneficial. The site is currently experiencing accelerating active erosion. The proposed project will stabilize the eastern peninsula and mitigate the negative impacts of erosion which include the loss of sediment, deposition/shoaling within surrounding surface waters, exposure of non-natural shoreline materials, undercutting, and loss of upland habitat/vegetation. These conditions will MNPV Page 2 of 5 ick Cove Marina;Conklin i rs LLC Pu6�iotigeJorlo-20 5-EBR be replaced with a stable shoreline of natural material (south sls)tho I ftkensive staiids of intertidal marsh (north side), as demonstrated in the project pl iR4, Ord U8 S,ibmit ted to the ACOE December 12, 2022, which include a 4:1 intertidal marsh restoration. The peninsula itself will be established in native dune plantings, which will provide additional upland habitat in place of the current eroding conditions of the peninsula. No adverse impact on habitats, wildlife, waterfowl or fish are expected. To the contrary, habitat for the estuarial species will be improved because of the proposed project. It is also noted that, according to the property owner, Brick Cove Marina houses a year-round thriving oyster nursery and in-water storage. The oyster farming operation has cultivated over 2 million juvenile oysters in Sage Basin over the last 12 months and brought 100,000s more to market. Further commercial vessels find safe harborage at Brick Cove Marina year-round, especially during the winter months. Status of the osprey nest The osprey pole, which was not placed at this location by the current property owner/applicant, is not part of any known ti permit condition or regulatory requirement. It is noted that the osprey was re-classified as a species of special concern [which has no special protection under New York State Environmental Conservation Law (NYSECL)] from its prior classification of"threatened" in 1999, and - is increasing in populations statewide and !� locally. The existing osprey pole is undercut by erosion and has toppled over ' in a recent coastal storm. The project - •.0 sponsor is considering their options with Taken on December 26,2022 respect to the osprey pole. Endangered and other Species The NYDEC's Environmental Resources Mapper identifies two endangered species in proximity to the project site, piping plover and least tern. The proposed project is anticipated to in no way adversely impact the habitats, species, or other features associated with these endangered species due to the local and confined nature of the proposed project. The peninsula is subject to erosion and the beach and shoreline are dominated by non-natural concrete debris. The proposed project will stabilize these areas with natural stone and sand placement to ensure that the peninsula does not experience erosion and thus will improve conditions for local species. Consistency with Local Waterfront Revitalization Program The project is consistent with the Town of Southold Local Waterfront Revitalization Policies. In July 2021, a formal application was submitted to the Town of Southold Board of Trustees for a Chapter 275 Wetlands Permit approval and Waterfront Consistency Review for this project. The submission package to the Town Trustees included an Addendum to directly address each policy M N P V Page 3 of 5 D E C EJF"ling FqbE&4r:i��a; 0rs LLC e5-EBR auto awn of the LWRP. After much deliberation with the Town T r osed action, the project was resubmitted to the Board of Trustees on July 19, 2021, with updates per town recommendations. On September 10, 2022, Mark Terry, the Town of Southold LWRP coordinator deemed the proposed project to be"consistent with the LWRP policies and therefore consistent with the LWRP provided." The LWRP Addendum was subsequently updated to coincide with the project scope and plan updates(which reduced the scope of the project),which are currently being reviewed by the ACOE. This updated LWRP consistency review addendum will be submitted to the Town Trustees LWRP coordinator as we continue the Trustee review process. Since the project scope has been reduced, it is anticipated that the Town LWRP coordinator will continue to acknowledge the project's consistency with the LWRP. Proposed Dredged Area Navigation issues continue to worsen within the Sage Basin inlet and southeasterly potions of Sage Basin,which supports the 138 boat slips and boat launch ramp within Brick Cove Marina as ,, well as neighboring residential communities and -1d the general public. There is a long history of dredging within the inlet and basin to address continuous shoaling,which has been accelerated as the eastern peninsula erodes at a rapid pace. Brick Cove Marina stores and services many = 16 boats and serves the marine industry as a critical { marine recreational/commercial use in the area. ' The channel of Sage Basin Inlet was last dredged t over 10 years ago. The proposed dredging has been expertly redesigned by the qualified engineers at R&M Engineering to meet the criteria set forth by the Town Trustees during Taken on December 23,2022 their review while accommodating all anticipated boat traffic through the inlet to Sage Basin. This inlet services Brick Cove Marina as well as several waterfront communities surrounding Sage Basin that rely on this inlet to access the greater Peconic Bay. According to Brick Cove Marina community members, the increasingly shallow water depths and narrowing channel of the Sage Basin inlet have become a constant safety hazard, noting many occurrences of vessels getting stuck to the extent that assistance was required to dislodge them. If this much needed dredging does not occur, the unsafe navigation conditions at the Sage Basin inlet could yield deleterious results for the recreational and commercial operations that utilize Sage Basin. This poses a health and safety hazard to all persons using the inlet. The proposed dredge area will ensure safe navigation and adequate passage ways for all vessels using the inlet. The proposed inlet dredging will benefit everyone including Brick Cove Marina community, residents local to Sage Basin, and the general public. N P V Page 4 of 5 Brick Cove Marina;Conkling Advisors LLC Public Notice for NAN-2021-01045-EBR The public notice process is an important part of permitting and review. This letter provides scientific and practical information in support of the proposed project. Farrell Fritz, PC, will provide clarification regarding the ownership of the Brick Cove Marina. We believe that the project is well-conceived and designed, and achieves goals to provide for recreational/commercial boating safety and environmental improvement and is therefore consistent with the standards for issuance of individual permits under 33 U.S.C. 403 (Section 10, Rivers and Harbors Act) and 33 U.S.0 1344 (Section 404, Clean Water Act). Thank you for the opportunity to provide these comments, so that they may be considered by your office in connection with the pending application for the Brick Cove Marina dredging and shoreline stabilization project. Sincerely yours, NELSON, POPE&VOORHIS, LLC -It FR Charles J. Voorhis, CEP, AICP FEB 1 7 2023 Principal Southold Town cc Andrew Salomon, Brick Cove Marina Board of Trustees Brant Reiner, NPV I► N V Page 5 of 5 STATE OF NE. YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 fr ROBERT J. RODRIGUEZ HTTPS:HDOS.NY.GOV 3T-�l � - --SUZETARY OF STATE May 26, 2022 FEB 1 7 Brant Reiner Nelson, Pope& Voorhis x 70 Maxess Rd. ( . - Melville,NY 11747 Re: F-2021-0700 U.S. Army Corps of Engineers/New York District Permit Application—Conkling Advisors,LLC -Brick Cove Marina dredging and shoreline improvements 1760 Sage Blvd. (Peconic Bay) Town of Southold, Suffolk County Concurrence with Consistencv Certification— Proposal Modified to be Consistent Dear Brant Reiner: The Department of State received your Federal Consistency Assessment Form and consistency certification and supporting information for this proposal on July 27, 2021. A mutually agreed upon stay of the Department of State's review was entered upon on January 4, 2022 this agreement was extended twice and ended on May 7, 2022. The Department of State received your modification on May 10, 2022. The modifications are as follows: • All work proposed for the western peninsula, west side of the Sage Basin inlet, was removed from consideration. • Dredging within area"A" (inlet)was reduced from 14,250sf to 7,250sf and a reduction into total project dredge volume from 1,226cy to 835cy. • All dredged material will be placed between the proposed southerly block wall and the proposed bulkheads along the north and west shoreline on the eastern peninsula with any excess material being placed onsite at an upland location(parkingiboat storage areas). • Proposed dredge material storage and dewatering areas were specified. ■ The intertidal and high marsh vegetation disturbances were clarified to reflect 270sf and 140sf respectively with 1,375sf of create intertidal marsh that will be planted with Spartina alterniflora. Pursuant to 15 CFR § 930.62, and based upon the project information submitted, the Department of State concurs with your consistency certi_fi_catin, which has been modified to be consistent with the New York State Coastal Management Program. This concurrence is without prejudice to and does not obviate the need to obtain all other applicable licenses, permits, other forms of authorization or approval that may be required pursuant to existing State statutes. (Over) EW STATE Department STATE OF OPPORTUNITY. Of State When communicating with us regarding this matter,please contact David Newman at(518)474-9039 (e-mail: david.newman@dos.ny.gov) and refer to our file#F-2021-0700. Sincerely, .'J" 6�k Sarah Crowell, A1CP Director, Office of Planning,Development and Community Infrastructure SC/dn ecc: COE/New York District—Tom Bruno (NAN-2021-01045-EBR) NYS DEC/Region 1 —Laura Star(1-4738-00609/00021) OGS—Richard Scott Town of Southold—Mark Terry W E :nI FEB 17 2023JU Southold Town Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIvlgl®n of eavlt®nmmtal P@rmlts,R@ylorl t SUNY civ Stony Brook,50 Circle Read,Stony Brook,NY 11790 P:(631)444-0365 1 F!(631)444-0360 www..rlae.ny..guv January 30, 2023 CONKLING ADVISORS LLC C/O ANDREW SALOMON I V PO BOX 12 15 EAST MARION, NY 11939 F E 8 17 2023 Re; BRICK COVE MARINA INC r 1760 SAGE BLVD SCTM# 1000-57-1-38.3 SOUTHOLD, NY 11971 DEC ID: 1-4738-00609/00020 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR Part 621), we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a Notice of Commencement/Completion of Construction form and a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, X'ru� 4—, Laura F. Star Deputy Permit Administrator Enc. Cc: NPV DEC-BMHP DEC-Wildlife Mt;wramm 0(apOtn1011101 � C�ri��rva�tlart NEW YORK STATE DEPARTMENT OF ENVIRONMEN fAL CONSERVATION Facility DEC ID 1-4738-00609 PERMIT Under the Environmental Conservation Law ( ECL) Permittee and Facility Information Permit Issued To: Facility: CONKLING ADVISORS LLC BRICK COVE MARINA INC C/O ANDREW SALOMON 1760 SAGE BLVDISCTM# 1000-57-1-38.3 PO BOX 12 SOUTHOLD,NY 11971 EAST MARION,NY 11939 tM- Facility Application Contact: l'. FEB 1 7 NELSON POPE &VOORHIS LLC 70 MAXESS RD - MELVILLE NY 11747 L (631) 427-5665 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 719.545 NYTM-N: 4551.009 Latitude: 41°04'50.6" Longitude: 72°23'11.3" Project Location: 1760 Sage Blvd. Watercourse: Sage Basin/Inlet Authorized Activity: Construct the following along the peninsula on the east side of the Sage Basin Inlet, on the subject property: 203 linear feet(LF) retaining wall along the south shoreline, 40 LF bulkhead along the western point, 245 LF bulkhead along the north shoreline, and 237 LF low-sill bulkhead also along the north shoreline, six feet seaward. Maintenance dredge a 7,250 square foot (SF) area to a maximum depth of-6.0 feet mean low water (MLW) in the existing channel (Sage Basin Inlet) and 3,475 SF to a maximum depth of-4.0 feet MLW in the existing Sage Basin. Place the resultant 835 cubic yards of dredge material on the peninsula landward of the bulkheads. Remove the existing concrete rip-rap along the south shoreline, and replace it with a 2,300 SF rock revetment. Plant Spartina alterniflora landward of the low-sill bulkhead to create 1,375 SF of intertidal wetlands. Place oyster shell fill on the upland and plant with native vegetation. All activities authorized by this permit must be in strict conformance with the attached plans stamped approved by NYSDEC on January 27, 2023. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-00609/00020 New Permit Effective Date: 1/30/2023 Expiration Date: 1/29/2028 Excavation & Fill in Navigable Waters - Under Article 15,Title 5 Permit ID 1-4738-00609/00021 New Permit Effective Date: 1/30/2023 Expiration Date: 1/29/2028 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-473 8-00609/00022 New Permit Effective Date: 1/30/2023 Expiration Date: 1/29/2028 Page 1 of 10 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `aw Facility DEC ID 1-4738-00609 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 Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: Date / 30/�-a F- Distribution List NELSON POPE & VOORHIS LLC Marine Habitat Protection LAURA F STAR FEB7 Permit Components qoUtilold Tom Board of Trustees 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: TIDAL WETLANDS; EXCAVATION & FILL IN NAVIGABLE WATERS; WATER QUALITY CERTIFICATION 1. 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 Nelson, Pope, and Voorhis, LLC (NPV), dated December 2, 2022, and R&M Engineering (R&M), last revised December 1, 2022, all stamped approved by NYSDEC on January 30, 2023, 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. Page 2 of 10 D C IJ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVAT Facility DEC ID 1-4738-00609 F E B 1 7:2 023 Southold Town 3. Notice of Commencement At least 48 hours prior to commencem T tniuce 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. 4. Osprey Pole/Nest Osprey pole/nest may only be removed/relocated from September 1 st through March 1511 and when inactive. If removal is necessary beyond those dates, additional approvals will be required and the property owner must notify DEC 10 days prior to nest removal, providing location and date/time of removal. The property owner should notify DEC Wildlife Biologist, Frederick"Chip" Hamilton in advance of nest removal at 631-444-0308 or frederick.hamilton(ar),dec.ny.go . Permission from the landowner will be required to relocate the pole to the western peninsula. The pole may also be relocated on the eastern property. DEC Wildlife staff can advise on suitable structures and placement. 5. 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. 6. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales /silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 9. 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 75 linear feet from the tidal wetland boundary. to. 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. it, Materials Disposed at inland 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. 12. Clean Upland Fill and Grain Size Fill must be clean upland sand of equivalent or slightly larger grain size and similar in color as is indigenous to the beach. Page 3 of 10 doom NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nor Facility DEC ID 1-4738-00609 13. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 14. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 15. Backfilling All peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 16. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. 17. Revetment Rock revetment shall be constructed as per plans by NPV, dated Dec. 2, 2022, and R&M, last revised Dec. 1, 2022, all stamped approved by NYSDEC on Jan. 30, 2023. All existing concrete debris shall be removed to an upland area for disposal. 18. Shoreline Stabilization Structures Shoreline stabilization structures shall be constructed as per plans by NPV, dated Dec. 2, 2022, and R&M, last revised Dec. 1, 2022, all stamped approved by NYSDEC on Jan. 30, 2023. The 'Doublewal wall system' cannot be constructed in lieu of the proposed north-facing vinyl bulkhead without submitting a modification request. 19. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining written department approval (permit, modification, amendment). 20. Grade and Stabilize Slope of Tidal Wetland The existing bank shall be graded and shaped to receive the revetment or other shoreline stabilization structure so that the final toe of slope extends no further seaward or closer to the tidal wetlands than the existing toe of slope. 21. No Runoff Over or Through Bulkhead or into Wetland There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 22. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips, stone, gravel or sand. 23. 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 u l a(as FEB 1 7 2023 P ge of 10 Southold Town Board of Trustees a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00609 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. 24. No Additional Docks Installation of additional docks at marinas, boat basins, or other commercial facilities is not authorized by this permit. 25. Pilings at Property Lines Pilings shall not: D E C E 0 a. extend laterally beyond property lines, F E B 1 7 2023 b. interfere with navigation, or Southold Town c. interfere with other landowners riparian rights. Board of Trustees 26. 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). 27. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 28. Planted Buffer and Plant Survival A permanent vegetated buffer shall be planted as per plans by NPV, dated Dec. 2, 2022, and stamped approved by NYSDEC on Jan. 30, 2023. The permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of. Marine Habitat Protection NYSDEC Region 1 SUNY at Stony Brook150 Circle Rd. Stony Brook,NY 11790-3409 29. Dredgings to Remain On-Site/Within Wetland Dredge material approved to remain on-site and/or Within the.NYSnF.0 Tidal Wetlands iiirisdiction shall be retained so as not to enter any water body, tidal wetlands, or protected buffer areas. Off--site, upland disposal of dredged material beyond NYSDEC Tidal Wetland jurisdiction requires the additional guidance of the Division of Materials Management (631) 444-0375 and is not covered by this permit. Page 5 of 10 Am soma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'q' Facility DEC ID 1-4738-00609 30. Restrict Spillage, Use Closed Bucket During the dredging operation, the permittee and his contractor shall prevent spillage of sediment during excavation and haulage. Dredging shall be accomplished with a clam shell or other closed bucket equipment or hydraulic dredge equipment. 31. No Side-casting or Temporary Storage Excavated sediments shall be placed directly into the approved disposal site/dewatering site or conveyance vehicle. No side-casting (double-dipping) or temporary storage of excavated sediments is authorized. 32. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes. 33. Dredge Bucket Operations The bucket shall be lifted in a continuous motion through the water column and into the barge, disposal site or conveyance vehicle. 34. No Overflow from Barges There shall be no overflow of material from the holding barges during dredging or during transport of dredged material. 35. Dredging Must Not Cause Marsh Slumping It is the permittee's responsibility to ensure that the post-dredging equilibrium edge of the channel is at least ten(10) feet seaward of the seaward edge of any intertidal marsh areas. 36. Dredging Prohibition Period for Flounder, Finfish and Shellfish Dredging is specifically prohibited from January 1 to September 30, inclusive, of each calendar year to protect spawning and the early life stages of finfish, including the winter flounder, and shellfish. 37. Grade Channel Side Slopes All side slopes of the dredge channel will have a maximum of 1:3 slope. 38. Dragline Prohibited The use of a dragline for dredging is strictly prohibited. 39. Filter Fabric Curtain Around Dredging Area A filter fabric (turbidity) curtain weighted across the bottom and suspended at the top by floats shall be positioned to enclose the work site before commencing dredging. The curtain shall remain in place and in fiulctional condition during all phases of the dredging operations and remain in place for two hours after dredging termination and turbidity inside the curtain no longer exceeds ambient levels. 40. Return Water Discharge Return water discharge from the disposal site outfall shall not scour the shoreline or disturb tidal wetland vegetation. Discharge into adjacent wetlands or overland is prohibited. 41. Dredged Materials on the Beach All material deposited on the beach shall be of compatible (equal to or larger) grain size to the naturally occurring beach. If at any time during the dredging operation the composition of the dredged material changes and 'becomes unsuitable for beach placement, dredging operations shall cease immediately and the office of Regional Habitat- TW shall be contacted with a proposed plan to correct the problem and/or for alternative placement. No further activity will commence without the department's approval. 42. Dredged Materials above AHW All material shall be placed 1 d RTUTT T9V Pa e 6 of 10 EB 1 7 2023 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-00609 43. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at (631)444-0295 for more information. 44. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Attn: Compliance 45. Activities Consistent with Approved Plans All activities and marsh alterations must be consistent with the approved plan. Activities or alterations beyond the scope of the approved project and/or not explicitly authorized by the pert-nit will require further written approval of the Regional Habitat - TW office prior to commencement. 46. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 47. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 48. 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. n17 C E 0 V FEB 1 7 2023 Page 7 of 10 Southold Town Board of Trustees 1 AM sN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00609 49. 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. 50. 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. 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. np E C E V Hie $cif JW-3 Southold Town NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00609 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: Excavation & Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 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. Q . E C E � WE F E B 1 7 2023 Southold Town Board of Trustees Page 9 of 10 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00609 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. 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 ights-oFway 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. U E C E 0 U FFR 1L12i V 1 Southold Town Board of Trustees Page 10 of 10 INEWYORK Department of E OF 0 0 ORTUNITY Environmental 0 Conservation CD o , CD(n NOTICE i J 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 SUSAN ACKERMAN Permit Number: 1-4738-00609/00020 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Elate: 1/29/2028 Email: dep.r1@dec.ny.gov Note: This notice is NOT a permit Paul Pomerantz December 6, 2021 1205 Bayshore Road Greenport, NY 11944 , Southold Town Trustees L DEC 2M Box 1179 Southold, NY 11971 Dear Sirs, Re Brick Cove Marina — SCTM# 1000-57-1-38.3 1 am writing in support of the Brick Cove Marina's application to dredge the channel at the marina entrance, and various other tweaks to the marina property. I am a long-time Greenport resident and homeowner. I live on nearby Bayshore Road, which makes me more-or-less a neighbor of the Marina, as well as a customer. I consider them to be a good neighbor. In fact, I am much more concerned about the recent explosion of housing development on my street than I am about a marina doing some minor work to improve their property. (It's another discussion, but I don't understand why there is any consideration at all of re-zoning the Oki-Do property for anything other than marine use. Marine businesses have been getting squeezed for years by housing development. What's good about that?) But to get back on point -- Dredging the marina entrance is absolutely necessary for the marina to operate. The bottom moves around from year to year. I have had a boat there since the 1970s, and without maintenance to keep the channel open Brick Cove might still be making bricks. When the Leverich family delayed dredging one year the only way in or out of the marina was to make a tight S-curve between a series of stakes in the already narrow channel. Many boats ran aground that year, with much rudder and propeller damage. Not good, and not at all necessary. As far as the other proposals, to stabilize the property and so forth, I've seen the marina under a series of owners, from Howard Zeyner to an outside investment group, back to Howard Zeyner, to the Leverich family, to the present owners. It has never really run quite as well as it might. But since the marina most recently changed hands there have been a series of positive improvements — old buildings refurbished, experienced people hired, heightened responsiveness to repair requests, overall good maintenance. My strong impression is that the present management is trying to run an orderly, sensible business, not to carelessly damage the environment or run roughshod over their neighbors, or their customers. Southold Town is a series of waterfront communities with a strong maritime history. No one on Long Island ships oysters to New York City restaurants { on a gaff-rigged schooner anymore, but we still say we're heading Up Island because the prevailing wind is Southwest. Marinas are an important part of the maritime community. They deserve our encouragement and support. Sincerely yours, Paur Pomerantz �° '; . `'' ' f �� 1205 Bayshore Road Greenport, NY 11944 '2 0 1 0 347 804-8145 � 1 I i Dennis Dailey 3 Madison Lane Carle Place, NY 11514 Southold Board of Town Trustees - ! P.O. Box 11790 EC 6 2021i Southold, NY 11971 .... .. � FSP Re: Brick Cove Niarina (Conkling Advisors, LLC—Applicant) 1760 Sage Blvd. Southold, NY 11971 SCTM# 1000-57-1-38.3 Dear Members of the Board of Trustees, I have been a member of the community at Brick Cove for 4 years and I'm contacting you today regarding the above-mentioned application. Over the years I have witnessed the deterioration of the peninsula, which, between the rip-rap and the erosion, has become a real eyesore. Further,the lack of navigability of the channel poses a real danger to me and my boat. It is with frequency that I see boats getting stuck entering/exiting the mouth of the channel no matter the tide. Personally, on my sailboat I can only navigate the channel within an hour or so of high tide. Needless to say,the proposed dredging and other thoughtful improvements are much needed and will be appreciated by the entire Brick Community! [I specifically lave walking out on the peninsula where the osprey nest is, but over the years it has become increasingly dangerous. It is also commendable that this project is proposing to go to great lengths to enhance the ecology of the estuary by creating intertidal wetlands, and using eco-friendly materials. I take great pride in my choice to keep my boat at Brick Cove and support the local business and year- round jobs they provide.The proposed improvements stand to benefit the greater Southold community, in addition to promoting environmentally conscious initiatives. Thank you for your consideration. Kind regards, Dennis Chailey f r� ...m .. ..... . .....:. . . ��..:., ... r r ...... �.. ... .. _. r' a ® ..� . NOV' ?, 0 2021 ... ........... ............... .............. ............. . ........ ........... ........... two v ............ ............... �............... .......... .......... IA , 69 ......... A"- - ----- ....... e, ......... ... .... 7 1�f 2325 North Sea Drive Southold NY 11971 26 November 2021 - - Glenn th, President Michael Domino, Vice President I M\ 2 9 2021 John Bredemeyer Nicholas Krupski Greg Williams Southold Board of Trustees PO Box 1779 Southold NY 11971 RE: Application of Conkling Advisors, LLC (Brick Cove Marina) I SCTM" 1000-57-1-38-3 i i l Dear President Goldsmith and Board of Trustee Members As a full-time Southold resident, I have had numerous applications before the Trustees, - the first of which was when Legislator Al Krupski was President. From my personal property applications, I have come to fully understand the responsibility of the Trustees. However, I also can remember Jim King telling me that when he began as a Trustee, he believed everything everyone said and eventually came to believe nothing they said. didn't understand that statement at first but I have come to appreciate his personal anecdote to me. Hyperbole has become an opposition technique. It is important for the Trustees to separate fact/fiction and simply look at the purpose, and applicable code for the application; in this case: "(Maintenance) Dredging of the the entrance channel to the marina to insure navigable waters." I have kept my boat at Brick Cove Marina for seven years and have seen the changes in the entrance channel. It is due, needed, and appropriate. Again, please ignore the opposition hyperbole and address the need, appropriateness and Code for this application. Respectfully submitted, J '_ 1��,, 2 n B s I I Bernadette 1600 Bay Shore Road Greenport, NOV ,L � 2021 � 1 To: Southold Board of Town Trustees ---------- : Brick Cove Marinali iLLC-Applicant, 1760 Sage Blvd. t II, , 1000-57-1-38.3 Dear Board of Trust I have been a member of the Brick Cove Marinacommunity ' since 1 l am contactingyou about the abovereferenced application. J I am in favor of the request to make the peninsular and prevent ur r erosion. It is a beautiful little sot and if a proper repair is done we can hope to enjoyit in yearst . My sailboat needs only " to clear the entrancey vessel bumps on the bottom. Eveninside marina, there r sots at low tide wherenavigating tricky. We havealso witnessedstuck in the entrancelow tide literally had to wait outside the entrancerwasn't enough room for us to traversewith them stuck in the entrance. i .......... It's my understanding that the improvements proposed will prevent erosion, be environmentally friendly and improve the estuary. If this is true then I am all for it. The little beach is a wonderful spot to enjoy the many beautiful sights and sounds of the Northfork but the yearly erosion is obviously deteriorating the beach and that is sad. My spouse and I are permanentresidents r ort and we have two boats in Brick Cove Marina. j it's old worldI and we welcome the much needed improvements wantsmanagement r it's sustainability and future. I believe the proposedimprovements stand to benefit the greater Southold community, in additionpromoting environmentally conscious initiatives. Thank you for your consideration. Si c Bernadette i Paul and Peggy May 375 Rey don Drive w.. November 22, 2021 Town Trustees � O 2 11 Town of Southold P.O. Box 1179 Southold, NY 11971 _..P_..... Re:: Application of Brick Cove (Conkling Advisors) Marina for Dredging and Bulkheading SCTM#1000-57-1.38.3 Dear Trustees: We write in support of the application of Brick Cove Marina to dredge, shore up and restore the entrance to the Marina. We have lived and sailed in Southold for at least the past 50 years with my family's boats and with our own boats.We keep our small sailboat,Gael Force, at Brick Cove Marina and hope to be able to enjoy and enter Brick Cove readily in any tide for many years to come. My family has lived in Southold since the middle of the last century and we all enjoy and seek to protect and preserve the beautiful environment of Southold and Peconic Bays. Dredging and restoring the Brick Cove channel is not only very helpful and necessary to boaters like us, it is also very respectful and helpful to the ecological and environmental integrity of our land and waterways because this project has been responsibly and ecologically designed. The reclamation plan that Brick Cove is proposing is sensitive to the fish and wildlife (including Ospreys who nest on the peninsula) of our region. Brick Cove is more than a Marina to us, it has come to be a year-round destination for us,our children and our grandchildren to enjoy the beach, grounds and waters and all of Earth's bountiful, diverse and beautiful flora and fauna.This proposed restoration will further protect this beautiful and abundant natural display for future generations of our family and other Southold families. Please approve the Brick Cove application. We will gladly provide any further information and personal presentations which would help you to evaluate and approve the application of Brick Cove. Thank you! �� Ck,C,CJ I Jonathan Divello j 1 473 Main Street Greenport NY 11944 Y Southold Board of Town Trustees PO Box 1179 NOV 2 9 2021 Southold NY 11971 � Re: Brick Cove Marina (ConklingAdvisors, LLC—Applicant) 1760 Sage Blvd.Southold NY 11971 SCTM# 100-57-1-38.3 Dear Members of the Board of Trustees, I have been a member of the community at Brick Cove for a several years and I am contacting you today regarding the above-mentioned application. Over the years I have witnessed the deterioration of the peninsula, which, between the rip-rap and the erosion, has become a real eyesore. Further, the lack of navigability of the channel poses a real danger to me and my boat. It is the frequency that I see boats getting stuck entering/exiting the mouth of the channel no matter the tide. My boat draws only 36 inches and I cannot get out at low tide. It is extremely dangerous. Needless to say,the propped dredging and other thoughtful improvements are much needed and will be appreciated by the entire Brick Community! I am a year-round North Fork resident and take great pride in my choice to keep my boat at Brick Cove and support the local business and year-round jobs they provide. The proposed improvements stand to benefit the greater Southold community, in additional to promoting environmentally conscious initiatives. Thank you for your consideration. Kind regards, Jonathan Divello . V ti .ter• �_ i Southold 7rav�,� 8vard of�rustNos r � _ 1• ' r f f F .4j E' + fit ' I `• r` 1 r �• C. I '�ej�+�`. � / , - ,� r y' — .. - • Err r.. 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Reiner Nelson Pope Voorhis 70 Maxess Road Melville, NY 11747 RE: ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NYCCR PART 617 CONKLING ADVISORS, LLC 1760 SAGE BOULEVARD, GREENPORT SCTM# 1000-57-1-38.3 Dear Mr. Reiner: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, October 20, 2021: DESCRIPTION OF ACTION: Brant Reiner of Nelson, Pope &Voorhis, LLC on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or ±969 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible; some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct ±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±233 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline Page 1 of 3 of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for ±270sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±2,850sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas; removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead: the top of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead will be raised 18" to an elevation of 6.90' (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead; permeable (oyster shell) surface siting areas and walkways will be constructed through the western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 S.E.Q.R.A. NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE: WHEREAS, the Southold Town Board of Trustees are familiar with this project having visited the site on September 8, 2021, and having considered the survey of property by John Minto, L.S. dated March 11, 2021, and having considered the plans for this proposed project submitted by Nelson, Pope &Voorhis, LLC dated July 19, 2021 at the Trustee's October 18, 2021 work session, and WHEREAS, on October 20, 2021 the Southold Town Board of Trustees declared itself Lead Agency pursuant to S.E.Q.R.A., and WHEREAS, on October 20, 2021 the Southold Town Board of Trustees classified the application as an unlisted action under S.E.Q.R.A., and WHEREAS, in reviewing project plans submitted by Nelson, Pope &Voorhis, LLC dated July 19, 2021 it has been determined by the Board of Trustees that all potentially significant environmental concerns have been addressed as noted herein: • Vegetative, non-structural measures are not capable of stabilizing the erosion of the bank alone. • Protection of the toe of bank using hardened structures including rock revetment is necessary. Page 2 of 3 • As time progresses, continued soil loss at the toe of the bank may lead to habitat degradation and bank instability. • A site inspection by the Southold Town Board of Trustees recognized erosion on this property and the need for a bank stabilization/erosion control plan. THEREFORE, according to the foregoing, the Southold Town Board of Trustees Approve and Authorize the preparation of a Notice of Negative Declaration pursuant to SEQRA for the aforementioned project. If you have any questions regarding the above, please contact this office. Very truly yours, 4L , Glenn Goldsmith, President Board of Trustees Page 3 of 3 0^iSalvmo, Diane From: Cantrell, Elizabeth Sent: Wednesday, November 17, 2021 10:26 AM To: DiSa|vo' Diane Subject: FW: [SPAM] Fwd: Lands under Water Southold Scuior Office Aaisrmzr 7lwoofSouthold Board ofTrnateeo [}£6cc: 631'765'1892 Enuuil: c|izubctkc@ooutbo}drmwnuy.-,ov From: Minnie <rninniechiu8@8mai|.com> Sent:Tuesday, November 16, 2O%l3:48PM To: Cantrell, E|izabeth <e|izabethc@town.southo|d.ny.us> Subject: Re: [SPAM] Fwd: Lands under Water Southold Hello MsCoot cll--' lapo]ogiznfnrueodiugtheoor,eopoudaccwitbmyonnzlettortoUbeI.andsnodcrvvo1erdcpurtozoo1of (}G8. Can you please delete my letter to the department? l only wanted to aubnuittbn response from them. Ibuuk you! Sincerely, Minnie Chiu. Sent from ozy iPboue On Nov 16" 2021, a1 l37PM, Cantrell, Elizabeth wrote: Your message has been received and added tothe file. Senior [)fDcc8aistnot TcsnnofSoutbolJ Board ofTruetcca O8Gcc: G31-765-l0DZ Email: From: Minnie Chiu Sent:Tuesday, November 16, 2OZl11:4lAM To: Cantrell, Elizabeth 0Sakm, 0ane Subject: [SPAM] Fwd: Lands under Water Southold Cantrell, Elizabeth From: Machi Tantillo <machitantillo@gmail.com> Sent: Wednesday, November 17, 2021 10:14 AM To: Cantrell, Elizabeth Subject: 11/17 Public Hearing-Conkling Advisors, LLC & Breezy Shores Attachments: Conkling Trustees_111721_Machi Tantillo-Breezy Shores.pdf Good Morning Elizabeth, I hope this finds you well. I am a resident at Breezy Shores. I have written the attached and enclosed letter to the Trustees regarding this evening's meeting for the Conkling Advisors, LLC application for a Wetland Permit to Dredge. Thank you in advance for forwarding my letter to the Trustees.I really appreciate it. Have a wonderful day. Machi Machi Tantillo 1,y 31 Sage Boulevard Southold,NY 11944 ; NOV1 7 2021 (917)756-857-) .... i Hon. Trustees Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold,NY 11971 Dear Trustees, Regarding the Conkling Advisors, LLC "Wetland Permit to Dredge" application Thank you once again for your time. I have written this letter to voice my concern regarding the environmental impact of this application, and that of the two proposed expanded and bulk-headed peninsulas. For over twenty years, Breezy Shores' shareholders have been vigilant environmental custodians of our shoreline and the waters that surround Brick Cove Marina protectively, on three sides. • We have carefully stewarded our land and our shoreline supported by the very active Environmental Committee and the Shoreline Erosion Committees. • We are part of the Blue Water/Surfrider Foundation Water Testing program and test our waters regularly to help maintain the health of the Bay. • We conduct bi-annual volunteer-seagrass-planting events to stabilize our 1500' shoreline. Specifically, I would like to address our concern for Conkling Advisors proposed lighting plan on both the north and south sides of the western peninsula i • On drawing DP-1, the Engineers have specified bollard lights completely ringing the western peninsula. Even though Bollard lights are acceptable in the Southold Exterior Lighting Code, Chapter 172, we believe that any kind of lighting is completely unnecessary in this situation • There is a proposed lighting conduit that runs the full length of the peninsula. We are not sure of the size of the electrical service to that conduit, but it does raise a flag that additional fixtures could be electrified for events; fixtures like party lights, generators, amplifiers, appliances, tent lights, etc. • Artificial Light at Night (ALAN) is often considered excessive, is light pollution, and is prohibitive. It will have a detrimental impact on the wildlife of the bay and the woods that surround the marina, and therefore all ecosystems to infinity • We are concerned that if this peninsula is lit up, it will invite trampling feet on a delicate ecosystem within a too-close proximity to the Osprey nest • Breezy Shores is a proud supporter of Southold Town's "Dark Skies Initiative" compliance To cite what has been written about in Dark Skies Initiative materials.. • Artificial Light at Night (ALAN) turns night into day • Artificial Light at Night (ALAN) confuses and upsets the nocturnal ecosystem • Frogs and toads, whose nighttime croaking is a mating ritual, reproduce less because of ALAN. Birds, bats, owls and turtles, drawn to ALAN, may migrate at the wrong time, nest in the wrong place or be drawn off course and die. Light pollution disrupts the natural cycle of pollinating nocturnal moths that are drawn away by lights • Osprey Nests do not thrive near ALAN (nor near the proposed benches on the eastern peninsula where the nest is proposedly being moved!) • Insects are drawn to light. This can exhaust and kill them • Even the slightest presence of ALAN suppresses the richly diverse, and "deeply-sensitive-to-light"living things that live in our Bay, like the migration of zooplankton, which affects the food chain, carbon cycles, microalgae, cyano bacteria, sea plants and kick-starts toxic algae blooms. This means changing the balance of life and forcing marked declines in populations! • ALAN can stimulate nocturnal photosynthesis!!! Very disturbing, unnatural and upsetting As one recent headline said it so perfectly, "The night sky is one of North Fork's most beautiful and endangered natural resources". We need to protect it. I respectfully request that the Trustees endorse the comments made by Jen Hartnagel from the Group for the East End and Kevin McAllister from Defend H2O regarding the need for a higher level of SECRA review. I am concerned by the ramifications of the negative SECRA declaration by the Trustees and I request a greater level of SECRA review. We request that the Trustees not approve this Conkling Advisors, LLC application. Thank you for considering our concerns, Respectfully yours, Machi Tantillo NOV 2021 Cottage 31 Breezy Shores _ m. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Machi Tantillo 31 Sage Boulevard Southold, NY 11944 machitantillo mail.com (917)756-8573 Hon. Trustees Southold Board of Trustees � 54375 Main Road P.O. Box 1179 Southold, NY 11971 Dear Trustees, Regarding the Conkling Advisors, LLC"Wetland Permit to Dredge" application Thank you once again for your time. I have written this letter to voice my concern regarding the environmental impact of this application, and that of the two proposed expanded and bulk- headed peninsulas. For over twenty years, Breezy Shores' shareholders have been vigilant environmental custodians of our shoreline and the waters that surrounds Brick Cove Marina protectively, on three sides. • We have carefully stewarded our land and our shoreline supported by the very active Environmental Committee and the Shoreline Erosion Committees. • We are part of the Blue Water/Surfrider Foundation Water Testing program and test our waters regularly to help maintain the health of the Bay. • We conduct bi-annual volunteer-seagrass-planting events to stabilize our 1500' shoreline. Specifically, I would like to address our concern for Conkling Advisors proposed lighting plan on both the north and south sides of the western peninsula On drawing DP-1, the Engineers have specified bollard lights completely ringing the western peninsula. Even though Bollard lights are acceptable in the Southold Exterior Lighting Code, Chapter 172, we believe that any kind of lighting is completely unnecessary in this situation • There is a proposed lighting conduit that runs the full length of the peninsula. We are not sure of the size of the electrical service to that conduit, but it does raise a flag that additional fixtures could be electrified for events; fixtures like party lights, generators, amplifiers, appliances, tent lights, etc. Artificial Light at Night (ALAN) is often considered excessive, is light pollution, and is prohibitive. It will have a detrimental impact on the wildlife of the bay and the woods that surround the marina, and therefore all ecosystems to infinity • We are concerned that if this peninsula is lit up, it will invite trampling feet on a delicate ecosystem within a too-close proximity to the Osprey nest • Breezy Shores is a proud supporter of Southold Town's "Dark Skies Initiative" compliance To cite what has been written about in Dark Skies Initiative materials: • Artificial Light at Night (ALAN) turns night into day • Artificial Light at Night (ALAN) confuses and upsets the nocturnal ecosystem • Frogs and toads, whose nighttime croaking is a mating ritual, reproduce less because of ALAN. Birds, bats, owls and turtles, drawn to ALAN, may migrate at the wrong time, nest in the wrong place or be drawn off course and die. Light pollution disrupts the natural cycle of pollinating nocturnal moths that are drawn away by lights • Osprey Nests do not thrive near ALAN (nor near the proposed benches on the eastern peninsula where the nest is proposedly being moved!) • Insects are drawn to light. This can exhaust and kill them • Even the slightest presence of ALAN suppresses the richly diverse, and "deeply-sensitive-to-light" living things that live in our Bay, like the migration of zooplankton, which affects the food chain, carbon cycles, microalgae, cyano bacteria, sea plants and kick-starts toxic algae blooms. This means changing the balance of life and forcing marked declines in populations! • ALAN can stimulate nocturnal photosynthesis!!! Very disturbing, unnatural and upsetting As one recent headline said it so perfectly, "The night sky is one of North Fork's most beautiful and endangered natural resources". We need to protect it. I respectfully request that the Trustees endorse the comments made by Jen Hartnagel from the Group for the East End and Kevin McAllister from Defend H2O regarding the need for a higher level of SECRA review. I am concerned by the ramifications of the negative SECRA declaration by the Trustees and I request a greater level of SECRA review. We request that the Trustees not approve this Conkling Advisors, LLC application. Thank you for considering our concerns. Respectfully yours, Machi Tantillo Cottage 31 Breezy Shores 11 i N, COHEN, WARREN, MEYER & GITTER, P.C. CARYN L. MEYER cmeyer@cwmglawcom 80 MAPLE AVENUE, SUITE 201 EVAN M. GITTER P.O. BOX 768 LISA ALBERT egitter@cwmglaw.com SMITHTOWN, NY 11787-0768 lalbert@cwmglaw.com 631-265-0010 MICHAEL F. COHEN (OF COUNSEL) FACSIMILE 631-265-0853 BARRY L. WARREN (RETIRED) November 16, 2021 1 NJA ELEcTRONIC MAIL ONLY Board of Town Trustees Town of Southold NC)V 54375 Route 25 �� P.O. Box 1179 m, Southold New York 11971 Re: Chapter 275 Wetland Permit Application Owner: Conkling Advisors, LLC (Brick Cove Marina) Pi—einise 1760 Sage l=logley 1, Greenport 00100-7-1-381,% Board Members: As you may recall, my office represents the Board of Directors of Breezy Shores Community, Inc. ("BSCI"). BSCI submitted a Young & Young survey for the last public hearing on October 20, 2021 showing that the western peninsula is the property of New York State. Several New York State agencies have been contacted about this pending application and the possibility of an attempted land grab. According to the application before the Trustees, Conkling LLC intends to remove the existing flora and fauna on the western peninsula and replace it with a parklet. This issue must also be resolved by the DEC. In addition to the Young& Young survey, the Southold Town Aerial Tax Map (attached) delineates BSCI ownership of the land under the water directly east of the channel. The upper inner comers of each peninsula within the Sage basin,the most northwestern segment of the western peninsula and the most northeastern segment of the eastern peninsula, fall within BSCI property boundaries. Hardening of the shoreline of either peninsula is not acceptable as it impinges upon my client's property and would have lasting negative consequences in the future. Prior to this application going forward, land ownership by New York State and BSCI must be established. BSCI is prepared to retain its land use attorney to assist in resolving these issues. Conkling LLC is publicly advertising Brick Cove Marina as an event space. It is likely that the applicant is segmenting its applications to appear to be solely operating a marina.However, COHEN, WARREN, MEYER & GITTER, P.C. ATTORNEYS AT LAW pp o V Board of Trustees k November 16 2021 ,. Page 24n��d:�� this project proposes to armor the shoreline, add artificial lighting, landfill using dredged spoil, and construct sterile parklets atop each peninsula. These extensive changes are not necessary for operating an MII zoned marina but rather expand the applicant's surface area as a major event venue. The proposed changes would dramatically increase traffic, light, noise, and human waste pollution in and around the woods and water of BSCI property, as well as pass problems of erosion onto the neighboring owners. A significant percentage of BSCI acreage is intentionally left in its natural state and my client and its residents strongly wish to protect their ongoing stewardship of this land. Based upon all of the foregoing and previous correspondence,my client objects to the Conkling Advisors, LLC application and hopes that the Trustees will not approve same. Thank you in advance for your courtesies herein. Very truly our s, CAR 1 . L cc; Board of Directors of Breezy Shores Community,Inc. DiSalvo, Diane From: Minnie Chiu <minniechiu8@gmail.com> Sent: Tuesday, November 16, 2021 11:41 AM To: Cantrell, Elizabeth; DiSalvo, Diane Subject: [SPAM] - Fwd: Lands under Water Southold Attachments: Mail Attachment.eml Hello Ms. Cantrell— I am submitting the following email regarding Conkling Advisors LLC's application (SCTM#1000-57-1-38.3)for the Trustees to review. Could you please add this in the file? Thank you! Sincerely, Minnie Chiu � ^ Begin forwarded message: U N( l I '1 nn,:� „ From: "Scott, Richard (OGS)" <Richarc1.Scott,@o s.ny. ov> wM Subject: Lands under Water Southold Date: November 15, 2021 at 1:08:54 PM EST To: "rninni( chiu nail.con " <rninniechiu8@grnaiLcon°y> Good afternoon Minnie Chiu, Thank you for contacting our office regarding the ownership of lands underwater in the Town of Southold westerly of Conkling Point (see your attached email). Our office has reviewed our records and the information provided by you, including the stamped (but not signed) survey map by Young &Young surveyors dated October 7, 2021. The town of Southold was conveyed by colonial patent of October 31, 1676 by Governor Andross to the Inhabitants and Freeholders of the Town of Southold. It is this offices position that the "Boat Basin" as shown on the Young and Young map was part of this conveyance and the state claims no interest in that area. It appears that the 1903 shoreline reflected on the Young map best reflects the last known shoreline prior to the placement of fill. Any previously ungranted lands now or formerly under water southerly and southeasterly of this line are held in trust for the People of the State of New York. Any work on state owned lands now or formerly under water should be reviewed by this office to determine if a permit, license or otherwise in necessary. The Joint Application form on our website httes:// gs.ny. ov eal e„state laii4s,-now-or,-foi�niue�°! -uiic,xerwatercan be submitted to all listed agencies for a review and determination. Thank you for your interest in the lands under water program administered by the Office of General Service. 1 r r'F Breezu Shores `tom- i LA a ;sl 1 =711F1a}Sllilxi} _",•F: r a { p 3 i i j `ate v'F Bfcezu Snores f land under tldol waters - f ` Go.mum t„LLC BOAT BA51N r n!F Gancling Advisors.LLC -� loud under woters {`- r%F Breezy Shores Gorrrvrn.lty,LLC, - • '"�} } w•a•w y NOTE ' t °�..ter_ _ kz.xi�y.•� n/f Gonkll.rg Advisors,LLG � l e� - � SUiVCYORS CERTIFICATION < i i ]bOl p 1 kS �`i4 � SF'ORCLII\ MAP PREPARED FOR FEGONIG BAY .• ___L�. BREEZY SHORES GOMMVNITY n,4"Sovererign'State of Now York < 'x G RTAIN BWNDARIES. J Tnc opl Ion of Homord N You a L r.thot _ o00 ^ _ _ "i ro _ s F rr.� r> _t v cl VOTE: THIS MAP WAS—RS, _D UTILIZING "..-SURVEYS _ ' MADE BY US a OTHERS DECD.xY AND A U565 WADRAN6LE _ 2 IT APPEARS FRGM THE RECORD THE BOUNDARIES OF THE SHORCLIL5 Or PROPERT'i5 - HAVE NOT BEEN RES RVC'ED SINCE s3� f w ro Cantrell, Elizabeth From: OGS.sm.Land Under Water <OGS.sm.LandUnderWater@ogs.ny.gov> Sent: Friday, October 29, 2021 11:30 AM To: Scott, Richard (OGS) Subject: FW:The Appropriation of NYS Property Attachments: Y&Ysurveyl.pdf Follow Up Flag: Follow up Flag Status: Flagged u . Ralph W. Hill, PLS Real Estate Officer 1 Office of General Services State Asset& Land Management F d of 1 391h Floor, Corning Tower, ESP, Albany, NY 12242 p. (518) 474-21951 c, (518)-937-8497 1 ralph,hillao s ny.g +v www.ogs.ny.gov From: Minnie Chiu <minniechiu8@gmail.com> Sent: Friday, October 29, 202110:27 AM To: OGS.sm.Land Under Water<OGS.sm.LandUnderWater@ogs.ny.gov> Subject:The Appropriation of NYS Property To Whom It May Concern: I am contacting you regarding a parcel of public land that is being appropriated by a private corporation, Conkling LLC. To be brief,Brick Cove Marina/Conkling LLC, a neighboring property owner(1000-57-1-38.3) in Greenport,NY, has a pending wetlands application with the Southold Town Trustees. However, our association (Breezy Shores, Inc) contends that part of the scope of Conkling's proposed work is on land they do not own, but which in fact belongs to New York State. Please see the Conkling LLC Mitigation plan and compare it with the Y&Y survey, which shows that the parcel in question is below the original high water mark(both attached). Conkling LLC proposes construction on two peninsulas flanking the marina channel. The western peninsula formed due to the manmade creation of this channel and the installment of a jetty in the 1960s when it was Young's Marina. I also attach the original sketch plan for this work, along with 2 other pages in that approved application, one of which states the following: 4. Any additions or accumulations to upland property below the original high water line of Southold Bay,as a result of the erection of the jetty proposed herein,shall be and will remain the property of the State of New York and shall be considered for all purposes as land under water. 1 A public hearing before the Southold trustees took place on October 20 and was tabled due to this and other issues. My question is this: who settles this type of land dispute? I am under the impression that it is not within the jurisdiction of local trustees, and therefore reach out to you. Your assistance in this matter is greatly appreciated. Sincerely, Minnie Chiu , r �9 JJr- Vice President, Breezy Shores Co-Op Board of Directors d 646-265-9173 e�71'T For reference, link to current pending Conkling application: http://24.38.28.228:2040/weblink/O/doc/1061619/Pagel.aspx // i„ ,�..; l ,/JJ' /1D /rr%, ,rr/✓ rr�l,iu�l/IJl12J',r»f ,+,Xl,/, '//I 1. �� i.z ., 'e"a-. " '.,, r it `� ;,,, 1 '1/ Jr ,//!r / J,. � ➢r it ,,;,., Jrn�a� , r!i, r �/ �11,;r� J ��//�//%��i///�� ,�, / f �'�<✓..i�� ,�l i � r i ' 1r1ux I(r zr �� ///��f�✓�/ ,///i/��f r/rr� ��l%�i,l�sl r i�%:.�f�';,r� h of A r1q r' ,. .� �l�/i��/ �/�Of�� %fJi� � ii✓ ' / 9f� ,y,/i, � /(/ �j ,,�, � p 7 p {u o„I I , J m( �� /��"'�//.�r��/ ,J- �,r J /✓1 a r R„ , r;, �r( � (.� N 47 H� IV � �. )' i��i) f�i/ t wU �J��%f�i �i✓<%�Llir � r; 1,, '';ol , % ! , 1 I��rJ $^ E; 1�„', /� l�f/�I'/, J%r/, %✓ �iu/%i�'w,�/f�/Fi�//��/�%'��f�✓ �"'. "mr,'/,,�J ✓ I �' a ? �a ,�� 1n////ri PRIPS/ �',” 9J��/��r✓ire/!r/ //f/� � r � r.I �1 �� It T k JP a ,//�i/ :✓�l ��`Il��//✓O%%rr�J✓ e..� '� , )1 ; Oil; WWxA mv ��'�// //// r, / / ' i/�>// � 1/ � �� J, � J � I w✓ai�,� r,�vwaoar� �r / !��/ // �` / 1f✓'i 4' ✓r %1 � i( 1. � ii" � +r�k'n,a�vwmu� IBJ 1� �i///�// a,, :riG�r' ✓(�' / /%/�i„1/� ( �� hM��. ti4��,,,o� `� �;,l '/�r lI -' /( „ ra "Nra r �I r�,rv� ,wrw 1/ „✓�r;<�:w,�r, �✓ r�wr , �° ", w wd�u�r wGwlf .r 'r r ,,, ,,, ,,, - r/ ✓//��//Gti�//�y//✓rd /N,i��/�r/r�/�/f/// /, � oar„ ," r� ✓"' /% i��f�� l i � 4' ��h��'�/�(,. // � �� r ars k�.l,�u�" a' e �e � � r , e i� ✓G✓/ r %/ r If��,ru�yrrr�rwwa r r r r oJ/r/ Oi/l� J rY/✓ l ii / / / G 1/// �yi �tl. '��,l �r�rr �' r�/✓Jr � � Jr �, " �k ea .k. r,a.��r � J/ r , � � �� "%I/�yflr ✓ � /iii%��+f�f��lr/� J�� ';�Wi rw�r ;/ l'r'� r rv.��r a� (� ,�,,,, ,,,,,, ,,,,,. ,�,,,rU,2J�GaJtrfd� r , J�.vr �� .l✓��r ,✓� ,r,ar 'i. /,�„ 2 TownOfSouthold >Planning Department >Applications >Site Plans(SP) >,A t 9, 1: '1 MINIMI p i 1 1, g1offilipill 11,INIMIRE WON,- m1m, 11m, !I! C;I HD J LI, v J --poard of Trunto CI'S 3 TownOfSouthold > Planning Department > Applications > Site Plans (SP) >Approved 32 PDF 11/ 1488 � C� SCIIEDULE R !I IMENTME, made this day of May . 1964 , In t U �Iand Nine HundredSixty-four , between THE 'PEOPLE STATE OF NEW YORK, acting by the Deputy Commissioner ofand FRED � Services in the Executive Department , parties of the fLr,, W. YOUNG, residing at Arshamomoque . Town of I Suftolk County , New York, party of the second part , WITNESSE111, that the parties of the first part , pur sobdt*1sions 2 and 5 of Section 3 of the Public Lands La Findings of the Deputy Commissioner of General Services May s 1964 , and in consideration of the sum of Three 1h Fifteen Dollars ($315.00) , lawful money of che UnIted St lunerica, paid by the party of the second part , do hereb) and great unto the party of the second part , his succes., assigns , the right , privilege and easement to be exerci,, and across the lands under water hereinafter described , purpose of constructing and maintaining a jetty on Parc hereinafter described and a channel on Parcel B hereina land ,described , to wit; All those parcels of now or formerly under t4 TownofSouthold > Planning Department > Applications > Site Plans (SP) > Approved 33 / 148 PDF + »' ELI 4TM�Ir F " Thegrantee his successors hereunder � ." they shall be liable for and shall pay all' that� occur or ar.ise to the Stag and y4 the State harmless from all claims or dare ..m �. consequence of the construction, maintienan, or removal of the said jetty or by reason work done or � e by or under this easement and at their expose will defend brought account thereof . ® Any additions or accumulations blielow, the or, �l i in high r lire o Soutl a a raft o tie erection of the jetty herein Shall be and will remain the prop - State of New York and shall be considered purposes as land under water. 3. The channel to be dred ed on Parcel B shal greater than a depth op Fix feet below the water ® 0n Parcel A the dredged materi, deposited in the b r sLd any excess will Liteon the upland and vent its return to the waterway. 6. The easement hereby granted shall not be a! or transferred without it t of the i General Services.7. The duration of this easement shall be for Of twenty-five years from the date hereof easement is not sooner terminated as herell IN WITNESS WHEREOF, the parties of the first p., 5 /.q�✓✓i fia 1� "'l� 1N' �f r 1( r w 11 Ism" r/✓� i I ,1 r Yr�� / y /4/�fil//ii/ ,/ a n i�iU� "fr fit' n rw / r, ✓ ,I 1 4{ l w{: f /%/i/�✓/j � r /,� it - r r r�Y� i // r^ f%�/�%/l//� �%%� rr,1✓,%/r � w� �� gin' r'""�f,"sur�r�'n/ � �` I��rl� w� � r � �, v/%/1� -i///✓��%�%�/j/ /�°/Nr.. 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"� + . .� SCl1E0UL� T'. r � -tg$S INDENTURE, wade this -aay of may. 1964, in the year m One nundred Sixty-four, between t 1 P THE STATE OF NEW YORK, acting y the Deputy Commissioner of General Services in the Executive Department, parties the firstrt, and FRED W. YOUNG, residing at Arshamomoque. Town of Southold, Suffolk Couty, New York, party of the second part, WITNESSEMI, that the parties of the first part, pursuant to Section of the is Lands Law, and Findingsty Comalssioner of Generalis May S, 1964, and In consideration of the sum of ThreeHundred Fifteen D11 r 1 , lawful money of the United States a America, paid by the party of the second , do herebygive and grant unto the partyf the second rt, his successors and assigns, , privilege and easement to be exercisedover and across the lands under water hereinafter described, for the purpose of o str cti and maintaininga jetty on Parcel A hereinafter described and a channel on Parcel B her inafter described, to w1t: 11 those reels of land, ow or formerly under the waters of Southold a.y, at Arshamomoque, Town of Southold, County o Suffolk and State f New York, bounded acid described as .follows: PARgEL Beginning at a point on the presealte high water lime of Southold ay, said point being south seventy-eight degrees, forty-five minutes east , forty-six feet from a concrete enoilument: on Elie division line between the propel-Ly of Harold and red Reese and Elie property of Fred W. Young; thence into the waters of Southold Bay the following bearin s and distances: south fifty® TbwnOfSouthold > Pgannfing Department Appficadons >Site Phan s(SP) .Approved > 1000-57.-l-38.3(3) Pc)r, HIP) + , 11-te grantee &nd hi,s6 Successors tier �LM d r agree that they shall be lile for and shall pay all damagess th'At May occur or, a:rise to than State and Gjjall &ave the State harepless froms ail,l cl.lims or damages, in "1151eqUegliCe Of, this construction ma!L,jjtenjnCji,, UeS or removal Of the sald Jetty orby reison of any work dons or, aurhorize� by or under this grant of easement And at their exPos"se will defend ell suits brought on ,icciourit thereof. 4. Any additiorks or acc%naulat ions to upland propert he, y below tOrIfUltal ItI&J, amt ;r lilke of Soutjjoj�' Bay'. aA s re the orection of Ujo jett�y propose<j herein, ShAll, be and w111 reoviiri the property of tjje State of New York and shall be considered for all purposes as land usider water. 5. The channel to tai dred ed (M Parcel B shall be no, ,grfLIater than, a dlata P rix feet below trnean l,ow water line. Cht 11arceel A the dredged material will be deposited In the bar-; a.id al`uY excess will bA Placed 01" guar plan and 521tably, retaLned thereon to pr,e- vent Its, retum, to tile waterway. ® 'nie, easeasent hiarebgrn.ted shall not be asst, tied or Irransferred wit(louat t1te conserst, of the Offtce of General Services. '7. n-te duration of this easement shall be for a period of twenty,; a fIve yers from the dh ate ereof if the a as erlv�en t 's not sooner torminated as berehlbefore provided. IN WITNESS IMEREOF, the parties of the first part have caused the presencs to be executed by their said Deputy CoFTwnis- sioner of General Services, the day am]. year first above written. ME PEOPLE OF THE STATE OF NEW Y0jtK By: tumnt is tone' Deputy Co=nistioner of Cencral. Sci,-Vices Cantrell, Elizabeth From: Bruce Anderson <bruce@suffolkenvironmental.com> Sent: Monday, November 15, 2021 12:17 PM To: Cantrell, Elizabeth Subject: Brick Cove Marina Attachments: DOC_20211115131038.pdf Elizabeth, Please circulate my letter of support and place in the regulatory file relating to the application of Brick Cove Marina(Conklin Advisors, LLC) Thanks Bruce ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. N 0'V T 5 2021 i 8x,7co ead,S'aesa ad scuawid NY 149n November 15,2021 Southold Board of Town Trustees P.O. Box 1179 Southold, NY 11971 Re: Brick Cove marina (Conklin Advisors, LLC—Applicant) 1780 Sage Boulevard,Greenport SCTM#1000-57-1-38.3 Dear Members of the Board of Trustees, I am a patron of Brick Cove Marina,Inc.and am familiar with the application filed with you. I have a comprehensive knowledge of the history of this property and its operations. It is my opinion that the proposed dredging and other improvements are greatly needed and should be approved by all regulatory agencies including the Trustees because the improvements are much needed and will inure to the benefit of the environment and the overall community in Southold. Yours truly, Bruce A Anderson r OV 1 5 2(12 i Glenn Gold: i, President ,` s �_ Town Hall Annex A.Nicholas Krupski,Vice President tib 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Michael J. Domino , Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: Brant Reiner of Nelson,Pope&Voorhis,LLC on behalf of CONKLING ADVISORS,LLC requests a Wetland Permit to dredge±1,226 cubic yards of sediment from the marina basin inlet(±14,250 square feet or±969 cubic yards)to a depth of-6.0'below Mean Low Water(MLW)and the southerly area of the marina basin(±3,475sq.ft or 257cubic yards)to a depth of-4 0'below MLW;these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula,where possible;some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula;construct±200 linear feet of°Doublewall"block retaining wall system to an elevation of 7.00'(NAVD 88)along the south shoreline of easterly peninsula;removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a±2,300sq.ft.revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW;construct±33 linear feet of Navy-style bulkhead with an 8'return to the south to an elevation of 7 00'(NAVD 88)along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula;construct±233 linear feet of Navy-style bulkhead to an elevation of 7.00'(NAVD 88)along the northerly shoreline of the easterly peninsula;construct±237 linear feet of low-sill bulkhead to an elevation ±0 33'(NAVD 88)along the northerly shoreline of the easterly peninsula±6'seaward of and parallel to the above mentioned new bulkhead to create±1,375sq,ft.of intertidal wetlands planted with Smooth Cordgrass(Spartina alterniflora)along this shoreline;the created wetland area represents a 1:6 mitigation ratio far±270sq.ft.of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project;remove±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed bet e n the`Doublewall ou;herly block nail and the north and vast bulkheads on the eastern peninsula,Ince till d7upland arca will:r l o 4.50 sq tt,of permeable(a§s€ar shell}sufface with an ele=rats r of a 004(NAVD 88£to match the htgn<ST elevation of the emsting per,n_,ula g ade voth benches and low-pro-file bollard hgh ng tsc sittlnd eauca ion and vnewincg areas),and=2,850sq.ftof variable stidth vegetative buffer areas planted mth native seaside d the - a e_a.-air} around penme er of Me retained�r removal arra inpprace replacement of±3a0 I neo.feet of stem bulkhead around the westerly peninsula with new vinyl(CMI)Navy-style bulkhead:the top of the existing bulkhead is at elevation 5.50'(NAVD 88);the top of the new bulkhead will be raised 18"to an elevation of 6.90'(NAVD 88);remove±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be o32aced on the western peninsula to match th elevation of the neer bulkhead;permeable(Oys e shell)surface sr;,t g areas and wa=h,afs will be constructed through the western peninsu€a the remainder of the peninsula v r I oe re-ectabhshad with native seaside vegetation consistent v th!he plan"species and uuantitres;and theosprey poles currently on the eastern peninsula will be relc-,tr d tc the western peninsula, Located:1760 Sage Boulevard,Greenport SC 9 M',1900-57-1-38.3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 f Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by; C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: tv I have read & acknowledged the foregoing Trustees comments: Agent/Owner- Present were: vJ. Bredemeyer ✓M. Domino ✓G. Goldsmithy1N. Krup ski ✓G. Williams Other Southold Board of Trustees Re: Conkling, LLC pending application Tax map number 1000-57.-1-38.3 November 10, 2021 Dear Elizabeth, Attached please find the original application via the New York State Office of General Services to create the channel at what is currently known as Brick Cove Marina. The 1963 map shows the proposed channel and jetty (labelled "Old Barge")—Parcels B and A, respectively. The dredged material from Parcel B was to be placed into Parcel A. Furthermore, the approved site plans stated the following: 4. Any additions or accumulations to upland property below the original high water line of Southold Bay, as a result of the erection of the jetty proposed herein, shall be and will remain the property of the State of New York and shall be considered for all purposes as land underwater. We respectfully submit this documentation as further proof that the western peninsula in Conkling LLC's pending application belongs to New York State. Thank you, Megan Barron President Breezy Shores Co-op Board 36 1148 µ PDF Ek + ++++ +- lik f U 00% rArA 1.11 . STATC OF NEW YORK ERECIIF VE DEPKRTKENT 0: a JVW11 IE OFFICE OF GENERAL SERVICES --------------------------------x 0 V 1 �w°q In the Matter of the APP ligation of _ av UDWARD II. URNER b...E [t . for a consent to the assignment of an easement dated May 19, 1964 granted to � Fred W. Young in lands under the waters: of Southold Uay at Arsh oque, Tovil -v of Southold, Suffolk County. try" --_-w---� _��_-�._- � --------- ---- x An application has been made by Howard 11. Zahner for a cote went of the Commissioner of General Services to the assignment µ lot to him of an easement granted by the People of the State of New York to Fred W. 1bung in lands under the waters of Southold Say at Arsh. mpgag . p_Z -,of,Southold, County of Suffolk,. The grant of ease int is dated May 19, 1964 and was recorded in the Office of the Department ,of State in Volume 15 of Miscellaneous Deeds and Title Papers at page 78 an .Tune 19, 1964. The easement is for a period of twenty-five years and was granted far the pur- pvse of permitting the construction and maintencnee of a jetty on Parcel A. and the dredging of a charnel in parcel B, described in a grant of easement. The application was made by Letter datad October 19, 1970 and approved b the original ranter Fred W n h hot PP y 8 $ Young. p ocoPY q of a deed, dated October 5, 1970, wade by Fred W. Young tq the applicant, has been submitted, kti.ch shows the oaatveyance to the applicant of the upland parcel including the easement. This deed Was recorded in the Suffolk County Clerk's Office on OcLober 21., 1970 in Liber 6826 of Deeds at page 427. The aforesaid grant of easement provides that it shall not be assigned or tronsf€rred without the consent of the Commissioner MORONI' I J4, NO Poo no,, to Too VAQ ywfoi:' 1 IK 0% 0 NOR: vl� '/......... rM Pf TownOfSouthold > Planning Department >Applications > Site Plans (SP) >Approved > 1000-57.-1-38.3 (3) 33 /148 PDF 3. The grantee and his successors hereunder agree that they shall be liable for and shall pay all damages that may occur or arise to the State and shall save the State harmless from all claims or damages , i consequence of the construction,, mainte c s or removal of the said jetty or byas n work done r t rized by or under this grant y brought on account thereoof easement and at their Fns all suits •� Any, additions or accumulation s to upland below the ori Inal high water line of Southoldrty Bay, as a result o the erection of the jetty proposed herein, shall be and will remain the State Of New property of the York 1 be considered for all urposes as land under ® The channel to be dreded on Parcel w-_shall greater than a depth o Pix feet below the mean low ter line. w parcel A the dredged depositedthe bare acid any, excess will on the upland and spaItably retained vent its r itunj to the waterway6. The easement hereb • granted , or transferred witiout the consent of General t is Services. 7. The duration of this easement shall be Of twenty-flve years r a period oar the dater e soonereasement is not terminated r m r WHEREOF,IN WITNESS the parties first cpresents to be executed by aused these their isCommis- sioner Services, the day and yezr first above ri • UIE PEOPLE OF THE STATE OF NEW Y0jtK By: •. C Robert D. Stone Deputy Commist over of General Sei-vices October 18, 2021 Southold Board of Trustees 54375 Main Street P.O. Box 1179 Southold, New York 11971 Dear Board of Trustees, Our life at Breezy Shores started in 2000 when we purchased our cottage. Over the years life has changed on the North Folk. We've seen many changes from Southold to Greenport but always had the comfort of knowing we had solitude and the enjoyment of a relaxing life with nature at Breezy Shores. This letter is to express our concerns over the Conkling Advisors, LLC"Wetland Permit to Dredge" application. Will it affect the shoreline and drainage systems on Breezy Shores property? Will it affect the ecosystem surrounding Breezy Shores property and surrounding areas? Since we share boundaries with Brick Cove Marina, how will the dredging effect our children and grandchild enjoying the water life at Breezy Shores? Our concerns stem around the uncertainty of what the future will be with this dredging proposal and what the overall future plan of BCM is and the potential long-term effects on Breezy Shores. We extend our sincere thanks for your consideration to examine these issues. All the best, Tom and Annette Charette Cottage#20 X J k I 11 COHEN, WARREN, MEYER & GITTER, P.C. CARYN L. MEYER cmeyer@cwmglawcom 80 MAPLE AVENUE, SUITE 201 EVAN M. GITTER P.O. BOX 768 LISA ALBERT egitter@cwmglawcom SMITHTOWN, NY 11787-0768 lalbert@cwmglaw.com 631-265-0010 MICHAEL F. COHEN (OF COUNSEL) FACSIMILE 631-265-0853 BARRY L. WARREN (RETIRED) October 18, 2021 VIA ELECTRONIC MAII. ON[.Y Board of Town Trustees � .. Town of Southold 54375 Route 25 OC r 2 2021 P.O. Box 1179 Southold, New York l 1971 � 1� aal � Re: Chapter 275 Wetland Permit Application Owner: Con1ding Advisors, LLC (Brick Cove Marina) Prcnil,cs: 1760 Sa c 13oule,varcl G 0l ter L1 Q(!Q- 1. . ._ Board Members: My office represents the Board of Directors of Breezy Shores Community, Inc., ("BSCI") a residential cooperative community located immediately east of Brick Cove Marina (`BCM"). Please treat this letter as my client's comments/objections to the proposed application and request for additional time to review same prior to this Board's consideration. Breezy Shores is a historic community of 28 seasonal cottages and three more year-round homes, located immediately east o l.Brick Cove Marina. The community is operated by owner volunteers. The property was originally owned by the Sage family, which used it to operate a brick-,x,orks. On March. 21, 1950, the portion of the land that is now occupied by Brick Cove Marina was sold to a predecessor owner. hater, four parcels along Sage Boulevard were sold for the construction of individually owned houses. The remainder of the property was sold in 2000 to Breezy Shores Community, Inc (BCSi), which operates as a residential cooperative. There are 31 shareholder/resiclents in the community. The BCM filing has raised a number of questions for my client's community. It is significant to note that 13CM did not notify or attempt to speak with any member of the BSCI Board prior to filing the instant application. Since receipt of the notice of filing, my client has been diligently investigating this matter as to the potential impact of BCM's application on the 13CSI community and its property and is seeking to hire additional professionals with respect to same. Y= COHEN, WARREN, MEYER 8l. GITTER, P.C. �. OCT 2 1 2021 } Board of Town Trustees 1 Town of Southold Page 2 _ October 18, 2021` There are several important issues serving as my client's opposition to the current application, which it continues to investigate, as follows: 1. Property lines. it appears .hat some of the proposed dredging and construction will occur on property that does not belong to BCM. My client submitted a survey to the Trustees that makes it clear that the western peninsula in particular is the property of New York State. In addition, it appears that some of the dredging may be happening in waters that belong to BSCI. BCM did not seek permission from BSCI to proceed. It also appears that the Board also has questions as to the property lines which must be resolved prior to the application going forward and potential changes to the shoreline. (See, Pages 55, 56 and 58 of the BCM application). 2. Department of Environmental Conservation. My client questions whether BCM fled a project application with the DEIC. If not, my client respectfully requests that the Trustees not approve this pending application witil the required DEC permit is obtained. 3. Peconic Estuary Partnership. It is my client's understanding that the Peconic Estuary Partnership, along with the Town of Southold, is trying to limit the hardening of the shoreline in the area. The proposed construction on the eastern peninsula would replace a natural shoreline with a bulkhead and a double wall. This hardened shoreline barrier would lead to the opposite ol'thc desired environmental result. 4. Conservation Advisory Council. After reviewing the pending application, the Conservation Advisory Council, 'town of Southold stated the following on page 54 of the BCM application: "The CAC reviewed the application, however, based on the sensitive nature of the shellfish areas and the migratory birds as referenced in the [application and its addenda, the CAC does not have a recommendation at this time." Time should be given to receive and review the Council's recommendation and further learn the nature of its reservations. 5. Environmental Impact. `Che western end of BSCI is already subject to erosion and flooding in rain or storms. My client needs to be assured that the proposed changes do not exacerbate this problem. Furtller, my client requires additional time to determine the impact that dredging, along wit11 a newly constructed bulkhead and double retaining wall, will have on its adjacent property. OCT 2 COHEN, WARRENS MEYER & GITTER, P.C. 1 2021 Board of Town Trustees Town of Southold Page 3 October 18, 2021 6. Long-term plans. The owners and residents in our community have been concerned for some time about the long-term plans of the current owners of BCM. The owners of BCM initially approached my client about leasing some of its waters for oyster farming, but neither party pursued the proposal further. This summer, BCM began holding "Fun in the Sun" events weekly, leading to increased traffic and noise in BSCI's peaceful community. Now, 13CM is presenting itself on Facebook as an event space and wedding venue. It appears that the use o C this marina, zoned MII, has already changed, and that more significant changes are planned for the future. Based upon all of the foregoing, my client respectfully requests that the Board of Trustees hold any decision on the pending application to allow my client additional time to further investigate the contents and impact of the application on the community. It is my client's hope that the Trustees will not allow the construction of bulkheads and alteration of the natural shoreline until the Trustees, as well as the community, have a thorough understanding of the long-term intentions of the owners. Thank you in advance for your courtesies lier-in Very truly yours CAR 1 "IR cc: Board of Directors of Breezy Shores Community, Inc. Cantrell, Elizabeth From: megan barron <meganbarron2018@gmail.com> Sent: Friday, October 22, 2021 2:45 PM To: Cantrell, Elizabeth Subject: Conkling, LLC pending application re: intertidal shoreline Attachments: Conkling eastern pen living shoreline.MOV Dear Elizabeth, I am submitting visual documentation of the north(marina)side of the eastern peninsula referenced multiple times in the Conkling, LLC application.During the Town of Southold Trustees public hearing on October 20,2021, Chic Voorhis of NPV on behalf of the applicant claimed that there is no living shoreline there as a justification for bulkheading that entire landmass. With the attached image and video I respectfully counter that claim. Thank you for your attention to this matter. Sincerely, Megan Barron North side of eastern peninsula: t ._ e _ _ t E — � October 18, 2021 Peter and Valerie Sakas 16 Sage Boulevard Southold, NY 11944 peter@petersakas.com 917-592-7175 Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Dear Members of the Southold Board of Trustees, As proud homeowners and active community members at Breezy Shores Community Inc., we are writing you to express our concerns about the Conkling Advisors, LLC "Wetland Permit to Dredge" application. We ask that you please consider the impacts that the proposed dredging, expanded bulkheads and rock revetment could have on the surrounding areas. How will this project alter the volume and flow of water in and out of Brick Cove Basin?Would such changes increase shoreline erosion or adversely affect area ecosystems? What is the potential impact on the neighboring shoreline at Breezy Shores and beyond? We thank you for your time and consideration on this very important matter. Sincerely, Peter and Valerie Sakas Cottage#16 r ..r 2021 ' j Cantrell, Elizabeth From: Machi Tantillo <machitantillo@gmail.com> Sent: Tuesday, October 19, 2021 3:45 PM To: Cantrell, Elizabeth Subject: 10/20 Public Hearing: Conkling Advisors, LLC/Breezy Shores Hearing Attachments: Conkling Trustees-2-Machi Tantillo_BreezyShores.pdf Good afternoon Elizabeth, Thank you in advance for your time. I am a resident of Breezy Shores.I understand that you can give my letter (both enclosed and attached)to the Town Trustees for the Public Hearing on Wednesday, 10/20 for the Conkling Advisors, LLC. I would really appreciate it if the Trustees would consider this letter and it's contents and concerns. Thank you once again,and have a wonderful day. Machi Machi Tantillo 31 Sage Boulevard Southold,NY 11944 mach itantillogmail.com (917)756-8573 Hon. Trustees _ Southold Board of Trustees 54375 Main Road P.O. Box 111179 Southold,NY 11971 Dear Trustees, Regarding the Conkling Advisors, LLC "Wetland Permit to Dredge" application Thank you in advance for your time. I have written this letter to voice my and Breezy Shore's concerns regarding the impact on all the waters and wetlands adjacent to and surrounding Conkling Advisors proposed dredging, excavation and construction per their application. The Conkling Advisors, LLC request for a Wetland Permit to Dredge includes: • The construction/reconstruction and expansion of Bulkheads, sea walls, retaining walls, and rip-rap • The movement of Earth materials such as fill, dredge, excavation and grading Our questions related to these operations: • Is the Conkling Advisors, LLC proposed dredging and construction in the jurisdiction of the Army Corp of Engineers and therefore would it require a dredging permit from the Army Corp? • Is all of the dredging considered "Maintenance Dredging"? Is any of the dredging considered "New Dredging"? Is this proposed dredging within or exceeding a 20-year time from the date of the last DEC Application for this location? If exceeding 20 years, then it is considered "new dredging" and a "major event" 1 • What is the allowable depth to dredge for maintenance? Does Conkling Advisors, LLC have documentation showing depth within a 20-year period such as permits, depth surveys or data sounding? * Will Conkling Advisors minimize the suspension of silt, oil, grease and other fine particles by proper equipment operation? And, can Conkling Advisors confirm the use of mechanics that will minimize material disturbed or returned to the water body? o Will this dredging abide by regulations for protecting nearby wetlands and habitats from the dredging activities? • Because the sediment being dredged may contain toxics related to the activities associated with a Marina, how will the "discharge" of dredging materials be controlled so as not to pollute, and resuspend contaminants into the immediate waters and outside of the dredging area? • With the plan to backfill the new bulkheads with "dredge spoil", Is Conkling Advisors committed to examining, testing, and remediating the dredge spoils/sediment for toxicity prior to dredging and prior to using as backfill to prevent toxicity to water, plant life, wildlife and human life? • Is there an Engineers' grading plan in place to direct runoff from new backfilled land to prevent runoff into the Bay, and surrounding wetlands? • Will the existing vegetation be excavated by bulldozer? If so, is this being done according to regulations? Thank you so much for your time and consideration, Machi Tantillo Cottage 31 Breezy Shores ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. w 202 1 2 Machi Tantillo 31 Sage Boulevard Southold, NY 11944 _""" machi'tantillo �;mail.coni (917)756-8573 i Hon.Trustees L � �1 Southold Board of Trustees 54375 Main Road P.O. Box 1179 �,. .�_, ...... e .. mm .. ... ,.... ..„ Southold, NY 11971 Dear Trustees, Regarding the Conkling Advisors, LLC"Wetland Permit to Dredge" application Thank you in advance for your time. I have written this letter to voice my and Breezy Shore's concerns regarding the impact on all the waters and wetlands adjacent to and surrounding Conkling Advisors proposed dredging, excavation and construction per their application. The Conkling Advisors, LLC request for a Wetland Permit to Dredge includes: • The construction/reconstruction and expansion of Bulkheads, sea walls, retaining walls, and rip-rap • The movement of Earth materials such as fill, dredge, excavation and grading Our questions related to these operations: Is the Conkling Advisors, LLC proposed dredging and construction in the jurisdiction of the Army Corp of Engineers and therefore would it require a dredging permit from the Army Corp? • Is all of the dredging considered "Maintenance Dredging"? Is any of the dredging considered "New Dredging"? Is this proposed dredging within or exceeding a 20-year time from the date of the last DEC Application for this location? If exceeding 20 years, then it is considered "new dredging" and a "major event" • What is the allowable depth to dredge for maintenance? Does Conkling Advisors, LLC have documentation showing depth within a 20-year period such as permits, depth surveys or data sounding? s Will Conkling Advisors minimize the suspension of silt, oil, grease and other fine particles by proper equipment operation?And, can Conkling Advisors confirm the use of mechanics that will minimize material disturbed or returned to the water body? 8 Will this dredging abide by regulations for protecting nearby wetlands and habitats from the dredging activities? • Because the sediment being dredged may contain toxics related to the activities associated with a Marina, how will the "discharge" of dredging materials be controlled so as not to pollute, and resuspend contaminants into the immediate waters and outside of the dredging area? With the plan to backfill the new bulkheads with "dredge spoil", Is Conkling Advisors committed to examining, testing, and remediating the dredge spoils/sediment for toxicity prior to dredging and prior to using as backfill to prevent toxicity to water, plant life, wildlife and human life? • Is there an Engineers' grading plan in place to direct runoff from new backfilled land to prevent runoff into the Bay, and surrounding wetlands? • Will the existing vegetation be excavated by bulldozer? If so, is this being done according to regulations? Thank you so much for your time and consideration, Machi Tantillo Cottage 31 Breezy Shores v � ii OCI 1 9 2021 Cantrell, Elizabeth From: martha brooks <martha.brooks@mac.com> Sent: Tuesday, October 19, 2021 3:48 PM To: Cantrell, Elizabeth Subject: [SPAM] - Letter to the Trustees Attachments: Martha Brooks-Trustee letter 10.19.21.pdf Dear Ms. Cantrell, In advance of tomorrow's public hearing, attached please find my letter to the Town of Southold Trustees regarding Conkling LLC's application. I am a resident of Breezy Shores Community Inc, Sage Blvd, Greenport. Thank you for receiving and entering this into the public record. Kind regards, Martha Brooks f � 1 u I i l i 1 Martha Brooks 4 Sage Blvd Greenport NY 11944 Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold NY 11971 Oct 19, 2021 Dear Board of Trustees, I write in regard to the application filed by Conkling LLC at Brick Cove Marina, directly adjacent to our property at Breezy Shores Community Inc. It is concerning that our neighbors did not inform us of their plans or intentions, as the scope of their proposal has an environmental impact on our community's shoreline and on the long-term health of the bay. As noted in a letter on the community's behalf by attorney Caryn Meyer, I ask that the Trustees not approve this application, in order to give Breezy Shores the necessary time to study the environmental implications of this proposed project. Thank you for considering this request. Sincerely, Martha Brooks ,3 2021 Cantrell, Elizabeth From: Stine Westergaard <westergaardstine@gmail.com> Sent: Tuesday, October 19, 2021 3:49 PM To: Cantrell, Elizabeth Subject: [SPAM] - Brick Cove Marina Plans Attachments. Board of Trustees Letter-Cottage#19_StineWestergaard.pdf Oct. 19th 2021 Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Dear Board of Trustees, I'm writing to you to raise my voice and concern in preserving the remaining nature and wildlife that still exist around the Peconic Bay. Part of Brick Cove Marina's proposal will disrupt the natural shoreline of the eastern peninsula in order to build a bulkhead and a double wall. My main, very simple, but fair question is WHY? We're at a tipping point globally and locally where disrupting nature takes nothing but preserving it takes everything and this is a critical moment to voice up and question what actual value it brings to interfere with an ecosystem that is truly precious and should remain that way. Thank you for listening and for all your work on this subject matter. Best, m � Stine Westergaard � 19 Sage Boulevard 347 738 1058 Oct. 19th 2021 Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold,NY 11971 Dear Board of Trustees, I'm writing to you to raise my voice and concern in preserving the remaining nature and wildlife that still exist around the Peconic Bay. Part of Brick Cove Marina's proposal will disrupt the natural shoreline of the eastern peninsula in order to build a bulkhead and a double wall. My main, very simple,but fair question is WHY?We're at a tipping point globally and locally where disrupting nature takes nothing but preserving it takes everything and this is a critical moment to voice up and question what actual value it brings to interfere with an ecosystem that is truly precious and should remain that way. Thank you for listening and for all your work on this subject matter. Best, Stine Westergaard , 19 Sage Boulevard 347 738 1058 21i f i4:.A Cantrell, Elizabeth From: Helen Szarka <h.szarka@aol.com> Sent: Tuesday, October 19, 2021 3:50 PM To: Cantrell, Elizabeth Subject: Conkling LLP application Southold Town Board of Trustees Southold town has expressed concerns about the hardening of the shoreline because of the potential of increased erosion and flooding. Conkling Advisors plan of bulkhead and dredging can have a significant impact on Breezy Shores and neighboring communities. Since parts of breezy shores already has had some significant flooding, we are concerned that the potential of flooding will increase with the bulkheading and double wall placement. We are also concerned about the environmental impact of the dredging. Has an application been submitted to the DEC? It appears that some of the construction and dredging planned may not be on Brick Cove property but on property that belongs to Breezy Shores. We would like to know what Conkling Advisors long term plan are for the marina. Their weekly Fun in the Sun events have caused increased traffic and noise to a community that has been peaceful and quiet. Sincerely, Helen Szarka ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Naomi Mullman 11 Sage Boulevard Greenport NY. 11944 Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold NY 11971 Dear Board of Trustees: I am the owner of Cottage 11 at Breezy Shores. I am writing to express my concern about the filing made regarding the Brick Cove Marina, which is adjacent to our property. First, I want to endorse and support all the points made in our community response presented by our attorney, Caryn Meyer. Clearly more work is needed before construction goes forward on this project. I am particularly concerned about the construction on the two peninsulas, which seem contrary to public policy. They are proposing to harden the shorelines just when the best environmental thinking would disallow any further hardening in order to mitigate flooding and other unintended consequences. And what's more, Brick Cove Marina appears to be raising and hardening shorelines on New York State's property. I ask that the Trustees not approve the construction on the two peninsulas, and especially not before the ownership issues are worked out with the State. Thank you for your consideration. Very truly yours, Naomi Mullman Cantrell, Elizabeth From: Ido Mizrahy <mizrahy.ido@gmail.com> Sent: Tuesday, October 19, 2021 4:44 PM To: Cantrell, Elizabeth Subject: [SPAM] - To the Board of Trustees - Concerning BCM Application Hearing Ido Mizrahy 25 Sage Boulevard Greenport, NY 11944 -- - - 646-498-7086 ; mizrahy.ido(ab_gmai1.com October 19th, 2021 } Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Dear Southold Board of Trustees, Like so many on the North Fork, we too at Breezy Shores (BSCI) have been working diligently to protect our property from erosion, in a variety of ways. In particular, the western end of our property is especially fragile and has been severely impacted by surgestorms and continuous erosion. The extent to which BCM is looking to dredge and their request to construct a new bulkhead and retaining wall could have a direct effect on our efforts to protect the Western side of our property from floods, and require further investigation both on our end and BCM's. Without comprehensive expert advice on this matter, we could be facing irreparable damage. We hope all North Fork residents, old and new, have a shared interest in working together to protect this beautiful piece of land from erosion. At the very least, owners of adjacent properties have to consider the domino effect of their actions and work in tandem--or at the very least with transparency--to examine and solve these issues, and refrain from causing new ones. Thank you in advance for taking these important matters into account, Sincerely, Ido Mizrahy Cantrell, Elizabeth From: Jason Schmidt <jason.schmidt@mac.com> Sent: Tuesday, October 19, 2021 4:27 PM To: Cantrell, Elizabeth Cc: Cory Jacobs Subject: Letter Submission Attachments: Letter To Southold.pdf ' r � OCT 2 0 2021 Dear Elizabeth Cantrell, f Attached please find a letter regarding Conkling/Brick Cove Marina. Many thanks for your consideration. Sincerely, Cory Jacobs +Jason Schmidt of Breezy Shores October 18, 2021 OCT 2 0 2021 Board of Town Trustees Town Hall �.. — I Southold, NY 11971 Dear Board Members, We have been proud seasonal residents of Southold for the last decade at Breezy Shores on Sage Blvd. We have deep concerns about Conkling LLC's plans for Brick Cove Marina (BCM). With their current application, the most pressing concern is the environmental impact on the bay. While we appreciate the marina's need for maintenance dredging, we understand that BCM has already dredged twice in the past 10 years. Seeing as how dredging can cause considerable impact on the local ecology we oppose any unnecessary dredging. We also oppose BCM plans to build up the two peninsulas at the entrance to their marina. The hardening of what is now a natural shoreline on the eastern peninsula goes against the Peconic Estuary Program of limiting such interventions which have a myriad of environmental consequences. Furthermore, it has been brought to our attention that these peninsulas may not even be a part of their property. At Breezy Shores we take great pride in caring not just for our property, but for the health of the entire bay and protecting what makes Southold such an incredible natural refuge. We thank you in advance for taking these concerns into account, All our best, Cory Jacobs & Jason Schmidt 8 Sage Blvd. 917-691-3732 1111110 , COHEN, WARREN, MEYER & GI'I I'ER, P.C. CARYN L. MEYER cmeyer@wmglaw.com 80 MAPLE AVENUE, SUITE 201 EVAN M. LITTER P.O. BOX 768 LISA ALBERT egitter@cwmglawcom SMITHTOWN, NY 11787-0768 Wbert@cwmglaw.com 631-265-0010 MICHAEL F. COHEN (OF COUNSEL) FACSIMILE 631-265-0853 BARRY L. WARREN (RETIRED) October 18, 2021 VIA ELECTRONIC kiAll ONL E � E � U Board o:F Town 'trustees '].'Own of SOLlthold 54375 Route 25 � Focl�. 1 ,8 2021 1701 P.O. Box 1179 Southold,New York 1 1971 SOWhodrd fo r Bqa d of Trustoe! Re: Chapter 275 Wetland Permit Application Owner: Conkling Advisors, LLC (Brick Cove Marina) 1)rcmises`17imI bvr.( li lel II I,,w o11 ( ng art 1I)(1i1-7-1-;8, I Board M.embcrs: My oflicc rCprescnts'Jhc Board of.l7irectors ol'Breezy Shores Community, Inc., ("BSCI:°') a residential cooperative community located immediately east of Brick Cove Marina ("BCM."). Please treat this Icau as my client's comments/objections to the proposed, application and request fol'additional time to rcvle�\f sarric Prior to this Board's Consideration, Breezy Shores is a historic community of 28 seasonal cottages and three more year-round homes, located immediately cast of Brick Covc Marina. The community is operated by owner volunteers. The property \Vas o.l'.1`oilially owned by the Sage :family, wh.lch used it to operate a brickworks. On March 21, 1950, the portion of the land that is no-,v occupied by Brick Cov<c Marina was sold to a predecessor owner. Later, four parcels along Sage Boulevard were sold for the construction of:indli�%iglu,.11l,� a�.��ned houses. The i-em�iindel-ofthe p:i-operty was sold in 2000 to Breezy Shores Community, Inc (BCSI). which operates as a residential cooperat.ivc. .1 herr are 31 sharcholdcnhcsidu:ms in the comimirlity. The BCM IllimL, Ims raised cl number ol.'questions for my client's community. It is s1ficant to note that 13Cti1 (I'd not notify or attempt to speak ��ith any member ofthe BSCI Board prior to filing the instant application. Since receipt of the notice of filing. my client has been diligently investigating- this i attcr as to the potential impact o1I 3CIvl's application on the 13CS1 community and Its property ;Incl is secking to .hire additional professionals with respect to sal l-ic. NNINN COH-N, WARREN, MEYER & GnTER, P.C. Board ofTown Trustees n2 Town of Southold Page 2 Southold ToWn October 18, 2021 - p ,y of Trustee 'There are sevcral important iSSLICS serving as my client's opposition to the.current application, which it continues to investigate, as hollows: 1. Property fines. It appears that some ohthe proposed dredging and construction will occur on property that docs not belong to BCM. My client submitted a survey to the " rustecs that makes it clear that the western peninsula in particular is the property of New York State. In addition, .it appears that some of the dredging may be happening in waters that belong to BSCi. BCM did not seek permission from BSCI to proceed. It also appears that the Board also has questions as to the property Imes which must be resolved prior to the application going forward and potential chanes to the shoreline. (See,Pages 55, 56 and 58 of Ilic i3CM. application). 2. nepartn-iclit of Environnientaf Conservation. My client questions whetherBCM Fled a project application with the iA,'C. 1f not, my client respectfully requests that the Trustees not approve this pending;application until the required DEC permit is obtained. 3. Peconic Estuary 11artnei'ship. It is my client's understanding that the Pccon.ic Estuary Partnership, along with tic 'Town of Southold, is trying to limit,the hardening of the shoreline in the arca. '['lie proposed constrriction on the eastern peninsula would replace a natural shoi•Clinc With a bulkhead and a double wall. This hardened shoreline barrier would lead to the opposite ol'the desired environmental result. 4. Conservation !\dvisory Council. Alter reviewing the pending application,the Conservation Advisory Council, Town of Southold stated the following on page 54 of the BCM. application: "The CAC revic%.ved the application; however, based oil the sensitive nature of the shelllish areas and [lie migratory birds as referenced in the [application and its addenda], the CAC does not have a reconinicndation at this time." Time should be given to receive and reviCw the Council's recommendation and Further learn the nature of its reservations. 5. Environmental Iinpact. The western end of 13SCI is already subject to erosion and .flooding in rain or storms. Vly Client needs to be assured that the proposed chances do not exacerbate this problem. Further. my client requires additional time to determine the impact that di-cd`,ing- i long \vIth a ncNrly constructed bulkhead and double retaining wall, will have on its adjaceni properly. E � w F '1 8MOEN COHEN, 'WARREN, MEYER & GITTER, P.C. Board of"Down Trusteesouthold Town Board of Trustees Town of Southold Page 3 October 18, 2021 6. Longi-term plans. TI-ic owners and residents In our coIIimunity have been concerned for some time about the long-term plans of the current owners of BCM. The owners of BCM initially approached .my client about leasing some of its waters.for oyster-:farming, but neither party pursued the proposal further. This summer, BCM began holding"Fun in the Sun" events N eck:ly, leading to increased traffic and noise in BSCI's peaceful community. Now, .13C'M is presenting itself on.l.-acebook as an event space and wedding venue, It appears that the use of chis naarina, zoned Mll, has already changed, and that more significant:changes are planned for the fu.tu.rc. Based upon all of the foregoing,.nay client respectfully requests that the Board of Trustees hold any decision on the pending application to allow nay client additional time,to Further investigate the contents and impact of the application on the cornmuriity. It is.nay client's .hope that the Trustees will not allow the construction of bulkheads and alteration of the natural shoreline until the T1-LIStC:CS, as well as (lie community, have a thorough understanding of the long-term intentions of the owners. Thank you in advance for your courtesies her irr 4 Very truly ycrr�as. CAIt lR ° cc: Board of Directors ol'13rcc y Shires Community, Inc.. 115 o c 4-o b e r- zo2 , Fl -eQSe See ` kQ Q4-+a. GY1e SU,rVe �/ t`-e-r o r � d of +t C c+0 low con -Fir•,nS Cof rcc �- bwve- terc�y� Megan P-5ari'o^ OCT 1 5 2029 Sl arcs, Inc . Co- o-r Board Southold Town Board of Trustees re- : Con k I ,'n ,, L L C Vend iA9 otprl : -cn +von SURVEY REPORT BREEZY SHORES COMMUNITY, INC Greenport, Town of Southold Suffolk County, New York - REPORT I have reviewed certain survey maps and records in our files and map, plans and documents submitted to Southold Town Trustees regarding proposed dredging and shoreline improvements by Brick Cove Marina. I suspect that the boundary line shown on plans & surveys may be incorrect. Historic maps indicate what we see and indicate as the Boat Basin was originally dug to mine clay utilized to manufacture bricks. Thereafter the boundary between the upland owner and the Sovereign, now New York State, is the mean high water mark in its last natural state or condition. I have obtained the approximate location of the Peconic Bay shoreline from "office records" and believe that some of the proposed shoreline improvements are on or within lands of New York State. I have no doubt that Brick Cove Marina (now "Conklin Advisors, LLC) and Breezy Shores Community, Inc. own and have the right to make improvements to certain uplands and underwater lands. Relevant principle #1 "Monuments" Monuments are classified as natural, arti ficial, record or legal. Natural monuments include rivers, lakes, oceans, bays, sloughs, cliffs, trees, hills and large boulders. Relevant principle #2 "Ambulatory Boundaries" The general rule is that the boundary follows the changing shoreline. DIE C E � V E OCT 15 2021 Southold Town Board of Trustees Relevant principle #3 "Order of importance of conflicting title elements" 1. Call for a survey or an actual survey on which the conveyance is based 2. Call for monuments a. Natural b. Artificial 3. Adjoiners 4. Direction and distance 5. Direction or distance 6. Area (quantity) Relevant principle #4 "Lines of Ownership" The boundary between an Upland Owner and the Sovereign is mean high tide line in its last natural state or condition. Relevant principle #5 "Survey Map" A survey map indicates the surveyor's opinion as to the location of boundary lines based on the record and field measurements. 0F 11/r ---------------------------- Howard W. Young, Land Survey Y. 4 45893 J� SAND 5J¢ SEAL OCT 1 5 2021 Southold Town —j Board of Trustees V TRU COPY. 4 CERTIFICATION INDICATED HFREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS R NOT (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NgA710N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES 10 FASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF 1M5 SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO�A ALID E C () TO ARE TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)dt CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.'72"7.2303 fax, 631.721.0144 l a� admin@youngenglneering.com n/f Sreezy Shores Gommun it , LLG l now o form rly r innel Gahil Gr gory \ Howard YW. Young, Land surveyor r Qhlll 7- or Thomas G. woipert, Professional Engineer n/f Sreezy Shores Douglas E. Adams, Professional Engineer now or former e �� Robert G. Tast, Architect Gommunit LLGLinda ?�rsla yan � arujan ` ( � � �, W � Efir no`)N\.pr f rmerly r �� S Krystyna > ok I$ Le ekMHWMnow rmerly / edjierski Living Tru t Family Share , `� �'- r HW I I ! I I FL-\�I t I r r � � I r/f Sreezy Shores land under tido I waters Community, LLC, BOAT SAS I N n/f Conkl ing Advisors, LLG land under waters I _ n/f Sreezy Shores Community, LLC, I Lot 401 Subdivision I I"Southold Shores" I 5uff. Go. File: / I No. 5553 I I Lot 50 ' MHWM E2Q 9 Subdivision ' I I � ,r "Southold Shores" 5uff. Co. File No. 3853 I i i of 51 l i r r i Sub ivision outh Id Shores" I ` 1 ____ i/ ' i Su . Go. File - -----_. No. 5553 \ ----- I-____- I now or formerly ' I NOTE - - ' Robert R. Wieczorek FL _ I$ Rita Reis Wieczorek .12x56 G .�t�f�i L p n/f Gonkl ing Advisors, LLC, I 1 MHWM I 01 ' now or formerly Robert H. Chilton 3 5outho I d Shores N F- C ! N ` L.12607 Gp.414 \� -- --- --- ;1�� ,o �r r }C3 N / ,-- -- -- -- -- --�-- OCT 1 ` xo _ 21 � .�F�pt �� N G ` Southold To1:+m r �? , ,?- 's%'•;f { [hoard of Trusties — n� MHWM rr / HOWARD N.\ YOUNG, N.Y.S. L.S. NO. 458x3 'L O LAND J now or formerly �� /� / Southold Shore Boat Basin a Others L.I51436 cp.531 SHORELINE (I� 05 MAP PREPARED FOR a � I MHWM in last natural state SA ,/ BREEZY SHORE5 COMMUNITY or condition /v`��n" State of New York at Greenport, Town of Southold n/f "SovereriJ Suffolk County, New York Lot 52 / CERTAIN BOUNDARI F-5 / Subdivision - Theo inion of Howard W. Yours L.S. is that "Southold Shores" / g County Tax Map District 1000 Section 53 Block 05 Lot 12.6 `_'`�_, �/ �►Yj' �� \ 5uff. Co. File the boundary of New York State (PeGonic No. 3853 Sale IS the "Shoreline 1, f05" shown hereon. MAP PREPARED OGT. O?, 2021 SHORELINE (105) Record of Revisions MHWM in last natural state NOTE: REV1si0NS DATE PRESENT or condition I. THIS MAP WAS PREPARED UTILIZING RECORD SURVEY5 MHWM MADE BY US $ OTHERS, DEED DESCRIPTIONS AND A U565 QUADRANGLE 2. IT APPEARS FROM THE RECORD THAT THE / BOUNDARIES OF THE SHORELINES OF THE PROPERTIES HWM HAVE NOT SEEN RESURVEYED SINGE I of 5O. 60 0 30 60 120 180 DO • JOB NO. 2021-0282 DWG. 2021-0282—study 2 OF 5 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, September 14, 2021 10:19 AM To: 'Brant Reiner' Subject: Conkling Advisors LLC; SCTM# 1000-57-1-38.3 Mr. Reiner, As per my phone message last week, please be advised that it was discovered last Friday that the Thursday,September 9, 2021 edition of the Suffolk Times failed to publish this Board's entire Legal Notice for the September 15, 2021 public hearings. Unfortunately due to their error,four applications were not published in the paper with the Conkling Advisors, LLC application being one of the four. Given the fact that the Suffolk Times did not publish this application,these four applications must be postponed to our October 20, 2021 public hearing date. Because the full noticing process failed to be completed, as per Ch. 55 of the Southold Town Code you will have to re- notice adjacent property owners and re-post the property with updated information. This office will mail out the updated noticing paperwork as soon as possible to you. If you have any questions regarding this matter, please do not hesitate to contact this office. Senior Office Assistant Town of Southold Board of Trustees Office: 631.-76.5-1.892 Emait: elizaE}etlic@southoldtownny.gov 1 Glenn meth, President FQ�� O Town Hall Annex A.Nicholas•'Krupski, Vice President �� Gy54375 Route 25 John M. Bredemeyer III � P.O.Box 1179 Michael J. Domino 0 Southold,NY 11971 Greg Williams � ®! Telephone(631)765-1892 �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i C �Q Date/Time: 5r/a0/2`./ 5 Completed in field by: `� JJre1 M ecler Brant Reiner of Nelson,Po6e&Voorhis,LLC on behalf of CONKLING ADVISORS,LLC requests a Wetland Permit to dredge±1,216 cubic yards of sediment from the marina basin inlet(±14,250 square feet or±969 cubic yards)to a depth of-6 0'below Mean Low Water(MLW)and the southerly area of the marina basin(±3,475sq ft or 257cubic yards)to a depth of-4.0'below MLW,these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula,where possible,some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula;construct±200 linear feet of"Doublewall"block retaining wall system to an elevation of 7.00'(NAVD 88)along the south shoreline of easterly peninsula;removal of scattered concrete,rip-rap along the southerly shoreline of the easterly peninsula and replacement with a±2,300sq ft.revetment constructed of locally sourced stone with a 1 5 ton/stone top layer and 501b./stone base layer landward of MLW;construct±33 linear feet of Navy-style bulkhead with an 8'return to the south to an elevation of 7 00'(NAVD 88)along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula, construct±233 linear feet of Navy-style bulkhead to an elevation of 7 00'(NAVD 88)along the northerly shoreline of the easterly peninsula;construct ±237 linear feet of low-sill bulkhead to an elevation±0 33'(NAVD 88)along the northerly shoreline of the easterly peninsula±6'seaward of and parallel to the above mentioned new bulkhead to create±1,375sq.ft.of intertidal wetlands planted with Smooth Cordgrass(Spartina alterniflora)along this shoreline;the created wetland area represents a 1.6 mitigation ratio for±270sq.ft.of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the"Doublewall"southerly block wall and the north and west bulkheads on the eastern peninsula,the filled/upland area will include±4,500sq ft of permeable(oyster shell)surface with an elevation of 8 00'(NAVD 88)to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting(for sitting,education and viewing areas),and±2,850sq.ft. of variable width vegetative buffer areas(planted with native seaside vegetation),around the perimeter of the retained areas;removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl(CMI)Navy-style bulkhead.the top of the existing bulkhead is at elevation 5.50'(NAVD 88),the top of the new bulkhead will be raised 18"to an elevation of 6.90'(NAVD 88),remove±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead,permeable(oyster shell)surface siting areas and walkways will be constructed through he western peninsula,the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities,and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. Located:1760 Sage Boulevard,Greenport SCTM#1000-57-1-38.3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 W'-' Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey :5 5 years: Y/N Wetland Line by: C:E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Ala, ,;yki I have read & acknowledged the foregoing Trustees comments: ge' Owner: Present were: J. Bredemeyer M. Domino ✓G. Goldsmith N. Krupski _P"G. Williams Other UNAUTHORIZED ALTERATION OR ADDITION wuww lr M c FCK[a h JM TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ctp�PATEAUGUST 2020 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKE 16 /oFRp� F� Rp 20\BRICK COVE TOBEADVALIDLTE SHALL NOTDBEE OR 501.45' AL CONSIDERED N89'ST00"E ASp o S6¢55ppF pFFp GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. Note: ALL SUBSURFACE STRUCTURES; �' Sjg94 WATER SUPPLY, SANITARY SYSTEMS, DRAo I SHOWN GARE RFROMLD FIELDOBSERVATIONS ASIT78p�£ �/11533 AND OR DATA OBTAINED FROM OTHERS. �� S65//IpF THE AND/OREXISTENCE RIGHTS EASEMENTSOF RECORD A F ANY, NOT SHOWN ARE NOT GUARANTEED. ti '14001ADDED TOPOGRAPHIC CONDITIONS 3/11/21 o ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 0F SOofhol Coo�y C/�S_f J °F 9,s Land now or formerly of SOF °FFD Breezy Shores Community Inc, 41 k 611\ ' \_�% / PI welk� 0 us1 _B\,�\0 �9RYy Land now or formerly of Breezy Shores Community Inc. 66p \ r�,� k \ "Y -8 ----------- Land now or formerly of driveway pole\ k 8\1,9\ Gesiak Leszek curb 1 \\ 1.2'E �' 869 sign 806 `806 osteo/( Q curb 1 _ �*' �9e 1%��en( 7 j 11K0 a/ Q 1.5'E \ W / 6� �vemen! k 0 r [{>,y hshed 955 \ \--- /�, 7) 16) 949t °•o. � B x 916 . r-�_ `\ - \ k shed /9' ( / \\ ))4 k 4 �V ---___ Land now or formerly of OYE �°. z \\ I\� �`i x's4 ?e1 /kB�—s S'6n° 873 x 3 `(nce&shed\ A ^ \��\ / 8p,5 k 813 BJO 7��Oy Kedjierski Living Trust �� /o -or 811 ° 81, { r, sign 8.641 � x817 i /- --\ k, ��` 627 °SPboll pavement 8p ° � �/9 Y s \ \\ `\ x867 \ I \\ / \ k?9/ i 1 91 601 x 8.5? 7pg \\ limber \\ h er x 615 \ timb \ 1 curb ti \ 1 / / fence end 1 curb \ —7.OSE \ \/ /1 �?` GAVEL\ \\ /l x 661 utility Q6lq ✓ 614 /`\ k)gl x745 O61 �0 ��t \\ ; \ I v I I 610 _s__i `1 00'./� -\�-\ Q k?66 O,00 2 30 \ I P�VEMEI�T I 1,5• 1 x 671 r'`"ee / 6yo 176 \40\\ 414 \ \ 1 - ! k e,76 I ern �ti k \ ti k N \ \ \� I 1 I �804 x 666 // 1 636 580\ 41 47v 144 �� \\ \drain \\ 650 y/•f �j,, 6j `�j\\ `B I \ B- 656 HIGH WATER -_,__ \ condrele //°'� 661 \ \ k?4 1 _ I asphalt I I ) ( \ drain 1 LINE -. a/p / 4/ 617 I I / $gg I I \ /631 \ Y timber x / k //r I I / I 10017/ .16/ 897 �i ///. ( k 5J4 x 566 / I / / 9.7/ / DOC15SBOATSLIPS �d /+� 11� `) /h � 59 � / x49 � 9' `\ s/s xss7 k 65p ne Z\� �\ /// 661 ---x667 5 / � / -'J / / x I `a 656 POW I I / 'timbe // ,\/ / 649 J^ -9-- / �\, I / 6 I?01 / Navigational l!I�lanters / ) I \ \ Right of Way o I I /it& curb/&r / test 1 \ —10— 1 / \ x 6zs I / 4s 659 679 + 9 y mp X11 / °Ff �/ x6 \—\ ./�\\ ! ' / \ // /— \\\ N I HIGH WATER / fence 4p SAGEBASIN LINE dock / ,pas( \ \ \ pump 645 656 x664 we ) I H 1 / / \ \\ \ � / i \ hse -_-'s-- 6/p 6 / \\ \ 1 // � / )(6.41/4? I II \k / \\ //\e / x608 k 49 / manhole \v r 1 / I 1(glec�ic .pal I / 844 �/ /�\ tp \x)� \-^ fuel tank / 6 / 0?31 manhole �� `\ 1 / /tibx641 56 ' 0744 manhole \ 1 1.01 ///// i" / curb r1 l 0 �?J4 manhoe .' x / // - / / umber ��\ \ manhole HIGH WATER / I \\ \ l m 6?J6• 696 1 691 II\'1 ` r` 661 \` )5, / mawpok� t / H4nd LINE ///\`/ / / / \ I t \�`\\`\\ / 616 \ / 6 manhole ; x 641 \ /T6 / /� / chain 1J 6nk 75 I ` r/ �NNif' 'ice \\ 2s 1. `doC 6k / "l \\�\\ \ xnkole J4 65 C� \ \ inn'0.7,91 � manhole I 64 / _f?- \ x 6.55 6 B \ \manhole \ •91 we[bb1 /r41 \� k 6?s �?51 • / b 009/3J `\\ \ /J7 / l - =mil x 664 x 615 / 1 0895/ / -\ 1.11 l!I ( / 806 / /1.14 1 0 245, k c� 6 / \ rrlonfiok ' `/ �3 ►eta 49 � / \ ?71 x 650 I / x chi 1 �6° 6. � Pos/ 43 1 p manMde /J8 // //1 / ! bo/ ! 141• / \ \l x64 s / m\nh�k /®�61• 66 6 � 671° � 4 manhole Wft `2 /I we[yy /////// // )9/ ' / ty �4 1 1 ( 1 � •E x6,70 4 ` \ // / / 817 93 / nce w 1' I k s \ manhole ??J�j /J! 1. \ \ /J9 // / 8 - �Y/e V 12 ab l) 617 ne/ Pas. // timber b e 2 0 673 k \ ® / k \ wo/k o/ I k ?5 monhok 6 \`\ -/� \ 096 //// / / cjrb j Q 113' 1 ° o c \ 6.17 k 670 645 \ l % JB pond 049 ��\\/ 4 \\\\ ^/ /y/ / / / y 1 L ds ' Zk a� `\ ?1B DOCkS BOAT SLIPS o /° / J4 \\` ^-2�.- // / / ?6 4 4 / / / ence ) 1 "4id 4 �_�/\/ l 856 k 86p nlroa 4 o fx i / / J/ 615/o6,11 pole / I c� 1p46 rJ`Q x641 �nsTormer / I monJnle I 1 /° \ \ \ ^I ^\ eleclC;c" o \ x 141' / d l / \ 6..?, k y>� _ / I 980 /Q4/ O 0 7. 1 %\ I I o\ 10.71 gale I I 04 / r - _chain i 616 k 626 ; /i // x 619 hole o \ I x8.?3 8� I eco/ups / 1 onion / / lions) r/ \\n\ `o Ny/s �/p 6?q /?7 I1 Dante�s I x 685 l / ° 1 s �qIP, O °iner \\ \ x645 I �o /V I i I' `� I sob I / \ r� \ mss_^ \ \� n l lly \ concrele 6 -sem \617 641 °� l �� // \♦ GRAVEL \ �' 111'0 615 ;Mk 1 cOnYs 09 �� asphalt \6,\ �� k ! I b� \ \ iTimber d\ 89 / \ \ / / monb0res \- \ \ \ curb PAVEMENT r \ 6 '�4,QY 6zs —6— - ! _ 61p d 6 \ \ \ 1 8U B�/(,'K t 6.11 s -� 1 xB.16 I ✓ r /!D/Nfs �, � � / 5J 6 � 676 `\,. /) m /Wd°'9(rockms e(o/92Je115 //1 ??cio 1/ /?5 iI I I 6 JO x 60069 631 166 k 6.05 elo/60g, rteOH cancrele bn9cJk ; 619 619 OWN,walk 659 bd _� x6 585 8U/�/ cancrP7e L n*19 6 / I dock ??I ®\691 ncrele ,� 1\ k 617 k 646 a a \� ry� 174 649 k ^f1'/ S,g I /® 8g 6rrck / !//Vp \ ncrele 6,J8 / \9 6 61 u *&0� /14 ran / 1 °sP'ro/1Pove \� c0gcre(v 4 \ /1. ?3j I �- Pool \ buildin x641 1 hin 10 101 W P co men/ \ !i1 / l i 9 a 606 ` bnck buil- / x 575 weJ 6u�e(o`li Ocrele \ /,� 49' /ue/ Z37 \`k?16 1?q' \ x 610 \ x r J0q'dn9 /61 x) 8.73 / 8 �i� f anks Z31 \ _\ showers \ 67q S6j t"Z01 wPll44d '47r J bin a4' U/ ?J8 ° Pa /z2 4g ai Yif ?60 / !a/�4s Mick wall ?as k woo \,!4T/p ?Js , 6� o k 61y // elec(n I ^., �l coney e \ o viny// I / le DORY S BOAT SLIPS ! ///q�/ l &wat r I a0n(er 03' (�m e' \ 0nx 1 ` -J ence / 1planters x7.17 \ co ' 741 1684, /k ence o ° 0 6/ I / 1 x560 ' x ncrele/ Z/' �T-� l ?J� // 691 ° 0 e / 5.J,2 659 616 691 \\ \ m x �'\ /5 k J \ GRAVEL JYonre p / ?8B ?B9 k I 1 663 ) _ \ 56/ I // /ra(n / asphalt I PAVEMENT �/\\ / /bdk eod/ ! OOnc�/e 183• ® GRAVEL / transformer / i 7, l / z3 o k 669 ap PAVEMENT ° 651 manhole // / \ \ �Z-wv/k / �� 1 6� k 680 646 \, ,0/ k7 k \ 'c, k' \\ 1j 1 I /-7-�\687\ .o 1 , _15 ??J 1 I I l `\I I r concrele / 61 x688 \ //) 1 1 / p ��/19 '//lI! / / "?56' •6Jn ' _ate tie\ � _,-/\ � 1 / X90 HIGH WATER r///'/ / k 09 �._ edge of 9 k,,, 1—: `\ \ GRAVEL r— I ? 8— \ a / LINE / /%ii %k,7 ?89 k41 \ \ PAVEMENT ' k,� k x6.59l7P Land now Or formerly Of ' d /!6 / //j/�/i \\___ k??' k?7J / 1 \Ix639 Breezy Shores Community Inc. /ti//j/i/ k?+* // x691 x6 x6� 1 I l \\ /45 0 / 644 665 \- 679 \ I l 53 / 106 ////// r eurbef x65? \ \\ /// 1� 7J \l I 3 x515 '// / /660 ` 3 x651 ' I \` / x654 1 k 1 I / I 1 I x 611 __ x 611 ��\ '`/ 1 k?/? I I nd' N Z I I I I - \ / x660 615 x \ ^\ �J? o nc net GRAVEL \ \ l x 664 6 I / PAVEMENT \ \\ // 657 4p5• 641 ---/ \ x691 ! f I y Land now or former) of ns d*g/15 1 I manhole Sqs 1\ \ / x 655 e ti M� ' ~\ / `\ I I / Breezy Shores Community Inc. N I / ° x �s timber v x651 /—\ 8U/ A! 144' 1 I I / / HIGH WATER /1¢` / I i Planters 11earb 1 ✓ /Ns 610 ` I I k1' LINE 49/iJ 100 -„ / , ;� I 515 l `�6� k 634 6 xx646 x65,9 `V x 6946.o,, x614 \ --)-�\\ / x46 6 I / l 95 /10 If 60 J� x 5 j1 / ) \ 1/ l V /9 _'_-_ -== ____ �/ C_ Timber /-\ / k =X- / wr3 682 q�.29' — — m1/mad 19 'S��^�� x?60 Rip-Rap ^5- timber - ' �'�/ _fes curb I k .68 \ 1 _�_ _� a-_/� / ---` �_ -� / x548 1� -.� i osprey's 4 - �i�%��--T�$� y- - 3^ 3 �_- ��\ \ I / x652 x xs� 6 / 566 \ C l9 Rop nese _= -- - i �_ - _ _ \ \ \ ,� 689 i \ r IIJI I 5`0 0'�� \j ?` _ --_?_ \s x sus �\.' \� �'�\ x 664 1` / 11 .! r' SEP 1 i d N95 ..W I 3 2021 5¢1°59 29 HIGH WATER /, n Sg �k d �SOr ��` `` ��\`!�\\ \\ x590 1 k I lr x5)6 x591 I I / Sc1thT�wn LINE 4.3T �6aad \� J��`�\ \ \ 656 k I �/� k6 / /r �___ [ f I W 16 �p X9/3 � '`: 6", ' GRAVEL '0 / l r I / I Bear Tr to /15 570 t�/5°IC100`\'" pr ''�f[10iy*9� •"'y/4 "\\��/�`\\�� \\ \�-_4�\\\ /'/ x651 PAVEMENT x // j II �l 7' �1 7 HIGH WATER rte,, `s� \ 661 I l h I J� x650 -1— LINE ✓, \ x646 ^5�N ' �O� �, ?. `\ �� \� •' \`6 x695 0 ��6 ----s--_____! .g Navigational ?�/ \ �\ \ __ lo, / J- 1\ �O / �-oo Right of Way \` \�\�\�_\, /�\\ \\` c\`�-� //\\� // ~ P� O Land now or formerly of `��\ P�oi S>y `\ \\ ' `� —7— \ I O Southold Shores Association Inc. k J7p \ / \ `` I � — / -- HIGH WATER \ \?\\�`\�`\��\\ \\ / j/`\ �`�\�/ ,►, N 560 \ LINE ��`� \ / I / \ ��, \�\�_ I / / -9z \ I PECONIC BAY \\� \`\`\ \\\ \\ I I �`l 1 \\�\ \` �// x47p `� o'o. —5 575 �� \`•\`•`�\t \�__ \ `�\ �)tAND � J� Sro "fidN 0 49 /' S/8 •��/ W — —2' k _ _ Certified to: � -R ` \ 516 Ss4 + \� \` \` \` \�3= /''�-- / l r �. x / 57? al O \ \ \\ •. ` \ 43{ Farm Credit East, ACA iso 33.13' SJ7 /69� �// r*+ 5 Fidelity National Title Insurance N89020'57'W �P `° � 5� _ ' / / HIGH WATER =5 h�\ -3 Survey of Property oa q HIGH WATER ' \\\\ `\``\ //' / Conkling AN LLC LINE 4� �s l o cab 546 q 'OR LINEo \ \`� h I /' l situate at �.fli . 546 °h 1\ \\ % // I we0pp9H \ / Arshamomoq ue 579°21,13.,W �� `\ \\ Town of Southold 6/� \ \ \ / LAND SURVEYING i x41611 Suffolk County, New York J \ �\ , 1 / Mintoville@aol.com Tax Map #1000-37-01 -38.3 SUBDIVISIONS wB�rd `\ \ \ \`-� /� TITLE & MORTGAGE SURVEYS 9G,f \`� \ - 9C Scale 1 "= 40' August 16, 2020 TOPOGRAPHIC SURVEYS �- GRAPHIC SCALE LAND PLANNERS SITE PLANS F `� 40 0 2040 80 160 JOHN MINTO, L.S. PHONE: (631) 724-4832 AREr A — 543,f43 50.FT. LICENSED PROFESSIONAL LAND SURVEYOR 631 NEW YORK STATE LIC. NO. 49866 FAX: ( ) 724-5455 r f2.47 ACRES ( IN FEET ) 1 inch = 40 ft. 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 -00 `2f `e a '24 gp.NORERD `2q ^39 $i,/y '$q `4.5 ^40 `46 '45 `4.9 -4.2, `53 'S0 '4B `55 5,I 0 _ r 55 `5. ,55 �s� � Land now or formerly of ^57 `5g 56 I Breezy Shores Community Inc. e* 4.8 `I.7 `y0 -5.7 `42 '20 .G/ X$11 P `60 .9 `26 `31 `0.1 `6. `27 `38 `O.B 1 �v, J `8.1 '41 '05 `0 s-+o XP_ 7� 4'N Fara ,6." 6.4 4 p �� .t a 7.87 � `6 84 4 B9 ` 4 .7 pde 4 /M'y ® gP Land novo or formerly of`5 y -367 ,Icy 1 a °'6 Breezy7Shores Communittkc. `$g `l.6 5 -45 Jul m rm m o `8.7 ,y2 6.2 `-3. `1ail .8 "1.9 4 33 N 'I411/:g M ,eg 'ys 3 vg ^ 3 `8I Wd now or formerly of pck 10 ^g,0 `6.4 B ,3 a _z9 1.1NBA a 0 78 -86 -38 ^1.9 `6.4 '05 Gesiak Leszek", k 4 •! 48 r W a m 9 _60 `6,9 -41 `1.5 ,541 '�l 'Y" `4.3 cub /kq _, o ^8" '74 ,q6 `i3 ,y7 ,g,2 8 `6q 1.1E 4$q sign $06 4(g' 7 �'" `7g `5.I `2A °° ^B2 `g�g ,g 4 `78 `29 Q I.5'E r:y 6�O¢ °ice �..Ja /�/� �B _8p 'S.5 `39 `6g `B.8 8. `5.5 h• shed "'N iI/'r 'ys ^gr `8Y `'S 5 946 Ohl k 78) S I(jr 6_ 9.6 `8.2 )) VVVVvW 2 'g6 N 4 `8.s `9.9 `I0. 10'2 `9.Y `8" 5.5 • 1�� `l0. I 2 ^10'3 '9.9 `0.8 '6 �.- Land now or for erly of 41E ,fl �' � 1 x73+ ,� $[p 6 r ro m m r rm m „a m `6.4 . ,o3 1 1J�� I '0.5 `10.7 '10.1 -R5 ^YB $)J fence k $� N87J 0v r m ma m a ' ro ro m mBa '�a1N83 '108 ^lag `lag `gg 'g" Kedjierski Living Jr -�� e UT e x717 $?? X$� $u `10.8 `!1, `lag '10.0 `B.g `Sq 4/9 ° B 9$1 $ $18 N `8.90 `lO.g '10.8 `l,7 `l1.1 '1D.2 `9.2 ,8'0 x'61 aJ, ka"� $? ,°j m `u ro Q `11.0 1 'r0. 9 '>@ « 9 89n 4+? k 7 r:- N , o o Q• 'B6 `lOg ^20 ,1.4 3 3 Q 1 ) xaB KE ■ MAP `10 `!2 ^116 '10.8 'g.4 `6p x Lu $?7 'knf $0 8 1 .°N ? ". `@.0 1 `1j.z -4 `!!.7 `10.B `eB '63 e ! Anr^Anf 8 m ,y ^ `0.8 -11. 1 `!1 B. `58 79 c6 c" m `yg l ! i '2I 0 ^8.7 S •°w ,r k x71 7 n ^ `0.g -111 $3 `11.1 `8.8 '8.6 `6.5 '�"^�/u $6J x$31 9 � $� SCALE: 1"=1,00 0' /m w m ^ , ,7 `1 p4 ,I1.2 `l22 `123 `11.3 -99 -85 `6.6 J.pg ' x413 6 SITE DATA \ / ,m ro m n r �. ^y6 `i1.2 ^123 -le" '8.8 `a•4 `6Y ^53'g RRW fmoe end )x cub\ g �' 8$1f k �' 7 S T m a Mb '�5 7 - `!2 `'2" 'i1.Y `8.B `8.2 0.6'E / 1 w !)g SW 'T k .)9 m m m 1 2 e `5 y 1 / APPROXIMgTE 1 SCTM: DIST.1000,SECT.057,BILK.01,LOT 38.3 a ^ `y2 `!0 `!!. 23 'll.Y `B.3 Y G NFL LOCATIO ) ut�"ty 7 k781 )y `� 0 1 4 `12, `I! '01 ,8.6 �5.a , t� a� xa6? k,u 4 •o. PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 .q go ^110 14 `11.5 gB y 'y.s 3��0 Y `52 0� � P F EXISTING WATER' s Bks, O 'z '�s x$ Nzar LOT AREA: 543123 SF 12.47 Ac m o o N -go /.p `r22 3 7 �°�g -r.s D L1s W� ql+ SERVICE(TYP) ry x ( ) `yI `B.8 `80 ° `1L2 'g 6 ^ 9 '.2 $ X k 6 `125 g. '76 65 " a $ss $,� 4� i?�tJq) N,,? UPLAND AREA: 332,333 SF(7.63 Ac) ,8g ^6.8 .e `l2 ,a4 B 6, S•nlhy llti°y++ s 4sp /s o a m i m `yD '07 '6e es I ° 'u.y -s.3 '7s a 4 '36 6.0 �� a I 6 CO $J, AREA UNDER WATER: 210,790 SF(4.84 Ac) o r ro r `L8 `lfg `B ^ys a `6.0 0. '9 9 46 9 m '7p `B,s `ey @ e s PIGHWATFR @ / � , EXISTING ZONE: MII-MARINE II i ? e, / , m ! 6 '1:5 9 '8.1 8 Broin a61 N, a `y0 -0.6 `6g `I0. 5. $JJ 999 f1 '•°Ck7 0' ,� % ; , o 4 '1o.e vo.g o '>r a `s1 �g1 LINF s. x a,1J EXISTING USE: MARINA o' ^ o r m p �7t `B.4 `B.3 8. '8.p `58 0.6 o a m m a `zo s. ^ 7 'ge _!ps ' @ -s.a -s.g ti 1 k �, x x SCHOOL DISTRICT: GREENPORT UFSD 4 '6.1 `6. 8. 'e.2 'S•g '3y 7,16 $9) o, x47/ 486 f ^ B. -a.g -f0.1 7 '59 `5.7 0.0 971 9 x 2 ^59 j$ g `Ip. -8.6 '8'3 5. y x<+a / „ `W ka'1 POST OFFICE DISTRICT: GREENPORT,11944 n r r. e.. °+ `6e `6.0 5. D00 S BOAT SLIPS ' `62 -61 6 ^56 2 'mow`0p �, . )� M ^'rm h 5 2 `B.9 `9.7 ,g.6 ,8j `56 5 8.i1� ''� J,+g 9 x x x4 jl N / o os % ( ry ' / ^00 `5B ^5.5 '02 `5.q 3 P x a/s 4s, asp ` , " x FIRE DISTRICT: GREENPORT FD ` `Q8 `56 `4.7 `6p `8.8 `9.B 6 'g.l 5 `5a5 `0.2 'o k x$58 ` 0.Y $67 '6I `37 -8.3 `84 4 '62 3 $+9 WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY / c o o r m o `5.9 8. 5. ^5' 0.1 '� 9 r a r ro o om' N Navignfi�npl ' r n '44 5. 1 `2.4 '3p 'Y4 g2 2 `0'2 5. " 'S.1 3 `0.0 a poet (x-10 x6 4 45S l lam\ u a� DATUM: NAVD 88 m N m P o IV,�igh�nfaWaY h '34 `45 75 ,I6 i2 35.9 98.8 `B.2 532 0 a� APPROXIMATE LOCATION OF i 1 71 ^ r a ,� m '20 'Il `O4 @ A 4 `Bg -se `5. x4+0 o N $AGE BASIN,l�°� a r ,m �: a 0. 6 '07 OI `1'4 `7.4 ^@2 `6,8 ^5.B -51 -66 0. �� a ti / N m m a - 3 re D L '6D 'S.B 5, dock � pomp a+s $ X $r ZONING COMPLIANCE TABLE: v �•, '0.3 5 8 ^6,y 5. � 4 1 6 ss EXISTING SANITARY SYSTEM m n 0". oq '3s 'y7 ,6p ` 5 5. Jp ZONE:Mil-MARINE II `e.@ -se ° ogayl+z o x 1 x$08 x $+9 (TYP)+z o r vi 'a.5 ,p8 -73 `B.1 `5. ....p .n x7 fird tank / .etyma ,8.6 'S.g 0, apo ( $ 3/ Ikq,!! 0.2 �/.t6 `6B `62 ^. ° h / x64/ SS -5,6 9 `6.0 �$g q '04 tenbv !0 H ITEM CODE m ^ 6s 3 O,q ^4,6 0 `5" `5.8 4IlGHWATERo,g hde anD $ xa9/ a ^ m m m o s. 4g 6/ J ® 98 LOT AREA(MIN) 80,000 SF a o N m r ro n N i , y1 �a2 2 /is 4 ^8g `5.7 LINE 5 a \'� a $ ^ y3 5 `"" 1 `I1 `B.1 ,8a `5.6 ^.8 ?J .;�� ni, zB ° z ® ,zs. m®de • S xa" LOT WIDTH(/MIN 150' ro h m m' m o.e `6.p s 10 4' hf (MIN) q 6 `4 8 5 `5.6 `0.4 m o , a `0.2 3'� .e1`'S2 '.e 9 � p� $0 /� x �o�j��s. �) '� LOT DEPTH(MIN) 150' n ro m m n m ro n m / m a n ,y65 6, 553 ` X3.4 '06 "� -"'e.�9/Jl 5.8 50 6 /�1 ) x$ $J/ a ",7'e J 6 amnhde 1 J �O m m ro 'yY s 9 '4'S1s1 ^0g ^s7 s.e 4s 04 k x xa13 �� oh FRONT YARD SETBACK(MIN) 35' oar 9u y SIDE SETBACK(MIN) 25' D `29 `4.4 3 a8 b 0 `0.4 /l,/T o 1+5' � 9 / , rm°' °` m , m a '•+ 8 `6.g ^5,8 .q" . 1� J , �� `5.q `"g 04 x " �. �s> x6 n $� BOTH SIDE YARD MIN 50' ,5.6 3'�45 bV _0 1i.1, x +b' ® x$S1 'y4 `70 'BO 3 'CSM \ "`•n0 `0'l'40 �� (MIN) y6 `eg `6.7 ^53 5. 4'0 '/Jl 0 '1.6 a'9/b '9 877 LVp x ? g x m ` r j 1 0, $9J asJ J mil REAR YARD SETBACK(MIN) 25 ^7.3 B. 8. ^5' `4.6 \ 0.l ° J ` Z'a m ^y4 6 6 Y -6 'S•3 -q y ,2'g 4 asp a /7J' = x $n a>n $ s! x$19 SETBACK TO WATER BODY(MIN) 280-1168 75' m m ro n `y2 `a 7 DOCKS 0VAT SLIPS 6.1 ,s 6 u / o , N ,y .. 0'0 m `7p 6 ,e,I -5,1 /,�,� 1, °° LANDSCAPE AREA(MIN) 20% n m r m m o -69 a'q `6.5 ,6 j `5.7 ..5,5 `4° "'ql/PJ 4 d'f6 \ O ^ r h 3 -63 `S.g `59 '3.g 5 s 1 $$, ,o ax a>J kz1 �_ LOT COVERAGE(MAX) 30% ^ `6.8 5.8 `sg -5 y f8 \ BUILDING HEIGHT(MAX) 35'/2 STY ^' m -11 `s. `5.g `B.o sg 'S's 4 APPROXIMATE 55.7 ^8.11 `5.9 `55 ^e_7 ''�/18p.8 ° $7, 4,k x418 ly L CATION OF `5.8 6. `5.5 'S.8 3 ?+,1• a m Q' 1ST SANITARY m m ,� a a,4/ '6'6 ,5.6 '44 5 4 5. '6.0 `6.t ,8.6 `3.7 2 nwnaak O x477 ° w 7p{ 'Sk �'N/ \ ,o ' ' m .o m .4 ` 2 8 $4f ✓ /�' SC $?4 �S7EyRVICE SANITARY CALCULATIONS `54 ,52 `52 'S8 ,82 `B.! `62 'S.1 4.34 BS,/7� s x $$6 416, 'avm. \�8 0(� , x$16 x \''P) ° Fa `56 5.2 `5.0 'S.3 a ..6,5 `63 ^5.4 4 "Waa,/16 " °" 1$,T '\ Q 4{? au g 'S" 'S" `5.3 5 ' _a4 `6'5 ° 2 \ m `56 `5p g -6g `S.Y �S. GRAVEL � � /' Pok $� 4r6 ti Y O 65 s 'arw > X ALLOWABLE FLOW `6.4 `sp `SY `6.3 '70 @ e auy PAVEMENT �ORy szp s cp $lo e xazs m m 55 - g 'S•2 ^6." ,8g 64 `4. 8'�/�R' GROUNDWATER MANAGEMENT ZONE IV (� ' °' °' a r ° `50 '6.9 ,6'0 `4. x$16 /N6 \ JB �, m 5'3 ,5_I 'S.g B '4.3 `3. 9Jp ALLOWABLE DENSITY=600 GPD/Ac uai ro o ,o I `5.! 5 `Q 7 8 , 1 -i. & •d/ ,$+9 4.$ x00 ,o 531 �5g3 SI ,58 6 ,83 `B p5 y9,yy `4.0 Aa 4 / R+tbp, Jf mvgy pN7f aJ9 x 9is '' .aq $ aq9 x , 'S_1 5. 4 / x$ 148' �� k k J 12.468 Ac x 6000 GPD/Ac=7 481 GPD -5,1 51 5. `5.8 5 ° 4. 10-` 3 1.13 $� x 3� '3 -5.5 5. `4.g 2 J?3 a4 3 k4s' h 178• Ne �A/ PAT r 1vY x 6 'S.5 -6.4 " NG k 777 6 h `51 -6.0 5 `40 ave s nJ (� `� Frere DENSITY CALCULATION 3 $+g S `S.B '58 g5 'sa zi ®®49j J,4, x4+6 .' a• .v z /iy_sRo M. ,�� ?zq'� x e 99 EXISTING: `5.9 `6.0 `se `5"9 _SI -50 ��9 � 7 �P w 41bwe A � � l.0 �--5 � �"U J w cunYok a� k4fT clam �\aJp„a J, $?�' 1 .- i � SINGLE FAMILY RESIDENCE = 300 GPD `5. 6. 5 `5.0 "a.Y\ O/ $49 4'+cf x - b,, x) 77+' i . 473 �J q `6.4 4 ,5 g' 6." ,54' `43 „"�,ps"'°sf `" z6 x 9JJ l rj��fe .9• I J„ !6 \ xsJf ,�1yp v ,� WAREHOUSE 6,950 SF @a 0.04 GPD/SF - 278 GPD 1 v v :v v v o, rnm °' m q N a ci, ,w -sq ,B2 5.8 '63 •erJ2 l 7� M>r ),k .e $+J k 46, ro, a N m m m o `5'y `B.3 '6.0 ^q7 a"�9� E� ��da �m 4{ 8U/!D/NG, �k„r '� �� ea pAT O J/s k a19 a �, 4 °� WAREHOUSE 2,500 SF @ 0.04 GPD/SF = 100 GPD aSS DOCKS. BOAT SLIPS `e2 '84 ° `5g _s3 `5.9 `03 r 1'�r� r R� drain " �'"M pok a .6 `6! .6 '63 `6l '6s 3y ° ® " ) POOL HOUSE 17 OCCUPANTS @5 GPD/OCCUPANT = 85 GPD MARINA 140 BOAT SLIPS 10 GPD/SLIP - 1,400 GPD O pta h, N J,IJ " 68+ 'n este 2/' l k •° $/ •/' x4rp x � `5.8 ,57 'B.6 _8.7 `Bg `6.3 `4.l 371 ^ x 7.7{ �7 �Yqy J.J! $91 °'0•° ° 0 4,p T `S.q -54 `65 `6.9 -65 ,82 ^4k 6,� a9J $r )/7 ) 1 •°:X650 N 5 TOTAL = 2,163 GPD `5.4 `50 '6.1 `7! `66 -61 `4.2 11 as f GRAVFL e, ,n xJ� 7� x711 �7 46T , _5.4 `50 'S.8 Y,i `6.g 6.2 `4.3 g50.4 6vmfarrtrer PAVEMENT le � /eT• � �� GRAVEL � �� x x s ON .� v .N cn v :� u U a6 � `5.0 ^5.y -6g1 66.7 B 0.2 ^4.6 3 ° 0.3 "� � ? $$f PAVEMENT $J6 $pp ^` `SB m °`5.0 ^5.8 B 3 `4. •elypy �_. .t+ o // x a+6 G6/ k J \ ,5a ^5j 134 -6.3 _6 5�.9 ,g" ° �9/� l 687/1 9m�,. 1 �\ 0 NJ x ?J 1 X $61 x 6 .. .. ^6.0 `5.Y �6.0 5. -63 'A''�ar 5 I -�'o'ele / 7,61 I $� °' 4 HIGH WATT /i9°5 x d gari x 'n$,a''�v v -5'6 ^5.y ^5.3 . s.4 J+p k7 APPROXIMATE LOC 8 d�ac 7 GRAVEL .4 `5.7 6 `5," `56 LINE' o.l k .� xz{i CBM PAVEMENT `L `4.9 5 ' `5.5 -Si 6 y OF EXISTING WATER x x I avP o q, `$g 9 Y `54 Y ►°rte o.s a SERVICE(TYP) 7+e xJ+! 7 $� k Land now or formerly of ^4,8 `57 'S'4 `5,I _4 <51B ti '�' J// aa, E .s B�eezy S�oreN C�mr�an m' w w zv w `49.7 55.8 -6.p `4,22 `2.5 4 `0.2 I.5°5 3/ x){{ / x491 xa32 x6� 6 •b'ai 0 `5.I x ro `so ^5.2 `5.1 43 `6 O�w a7 � JJ{ � ka95. 6.4 > xX90 5 3 0 tMdr 4 o `5.1 `5.4 `51 2 2 0 .06 a,.s k 45, u x75 `54 3 laMO 80 7,u E 5.6 "sy X5'2 -54 '4.y `'7 1 04V/16 k45+ k x711 x$31 F `5.9 � `B.3 'S4 �x 6 xalj AV � A4 N O `B.3 v aQ0 'g.6 `5.5 'S1 ,4yB 4" ° 29nP GRAVEL xas+ NBa' $, x$4I ,Ij 5. �7q'0 0 0 g� ^524 -5'12 448 ^433 �t7 = PAVEMENT �asz{ps, a+i Land now or formerly of a v 7y 7 54 qg 0 `38 a�,/,S node 4{p 3 xa4S x e *1 .1 s' /n xa91 Breezy Shores Community Inc. O �, m �' cn ro 4. `4'0 " `_ +e$ei y x yam, as, 8(/j $l 4' N 'm m cf o w `@.3 -7g `5.3 ! 2 7 /a �,, Olt- � ✓ /D/N6 zq ` HIGH WATER / ^67 `76 4,4 124 `1.0 LINE 0 2 /7 M 4fi,1J lag 3 413 C 6 $J{ �s o ,g�4 0 •' w^587 `1.58 '021 k*M l�'// 2rN 4i4 J •15 x \ x x$46 ka39 t° x a'pf $0) xaT/ ) x$46 x`0.7 �/!0 93 8' :o it .m pa ,a6BX9 •L9' x ^ x 56 c 5 ° NEA -emn6Exa� X6N x6g1 4�14 ssz 6 1 N w o x 7j rMA ZONE vt 0 50 100 $89 x 690 .o x 466' N 1 N750 "' w 1 1 o S31°59'29"W HIGH WATER � S 4 � 6>) 1 Xa$T 476 .A! SCALE:1 =50'T k 'I'I bLINE iV4.3/ aJp ✓ - ,U F`p - c , 115 /s J PAYFM NT ti 3. - - - SEP - 8 2021 HIGH WA kls»y 4 e x$9, xas "- ? s / LINE a J , x$50 7 ' xs+s ' 2, v 5 - J 5--j � p Nanga ionalr N •o :D No. REVISION DESCRIPTION DATE BY 90 o - i hf�Wajv o , a Land now or formerly of �4 al y Phi Southold Shores Association Inc. wm i a 1rs k " ✓ OWNER/APPLICANT:5v SAGE BASINE PARTNER S,LLC 5 1760 SAGE BLVD EXISTING CONDITIONS PLAN PGCC O ,I C BA SOUTHOLD,NY 11971 (/(/ V rl J 0N 2 j FLMAADDRESS: 1760SAGE BLVD BRICK COVE MARINA SOUTHOLD,NY 11971N i 1760 SAGE BOULEVARD x16 w MA 10 d' SITUATED IN N / 33. 31WO2015T GREENPORTo N89 020'57'W Q LINE y��s a .s HIMWATFR k p J\� 3,a ,=$ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK `rsT. 4+p , m �+ � LINE s ,, �N h A ' �\' / �9@ rc SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 117- .71 A 9°2� T'W Robinson & Muller 04 i Engineers P.C. , " •' ., I 50 Elm Street ° m w m m \� ---.••s ° a `�._�' '` �' .._ _�? Huntington,NY 11743 m N o p cp Office:(631)271-0576 O 'o Matthew K. Aylward, PE ENG EERJNG Fax:(631)271-0592 a W'" ir NY State License No.093172 www.rmengineering.com m E m AREA = 543143 SQ >FT DWN.BY: AR CHK'D.BY: MKA SCALE: 1"=50' SHEET: Z THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN 'w ,f �° _ o MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH X2.47 ACRES DATE: 03-23-21 DATE: 03-23-21 JOB No.: 2021-027 0 11,2021 AND SOUNDING DATA FROM NELSON&POPE. m iqni i N INTERTIDAL WETLAN LOCATED±120 S COASTAL UPLAND ZONE-PLANT LIST AREA TO BE DRE ED TO A DEPTH OF 4 FT .- _ A G� Sd g 11S BELOW MLW(TYP) f PROPOSED LOW SILL BULKHEAD(TYP) Q' m (TW @ MHW EL.0.00) PROPOSED BOLLARD TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING LIGHTING ALONG \/ �y7DREDGE AREA' �� INTERTIDAL WETLAND • �� " W E ADDED t85 SF SURFACE (TYP) �� plonters PROPOSED INTERTIDAL WETLAND±1,375 SF �_ 100 Asclepias tuberosa Butterflyweed PLUG 18"O.C. INCLUDING±85 SF ADDED&±85 SF MODIFIED SEE TIDAL WETLAND ZONE PLANT LIST / \ ( ) R�POSD N1�L 100 Baptisia australis Blue False Indigo L PLUG 18"O.C. \ \\\\ EA ( ) INTERTIDAL WETLAND AREA±235 SF S OF WHICH ±150 SF RELOCATED / \ \ \ - 100 Eupatorium hyssopifolium Late Boneset PLUG 18"O.C. ±85 SF MODIFIED _ PROPOSED VINYL / \ • 100 Euthamia graminifolia Flat-top goldenrod 18"O. . ° PLUG C \ BULKHEAD (TYP) / c. • ° ' p j _ 650'' 100 Heli p is anthoides - \ o s' heli Ox eye Sunflower < ° PLUG 18"O.C. Q / _ _ _ Y -- _ a ° Lz 100 Hibiscus moscheutos Rose Mallow PLUG 18"O.C. \ - • *:'•• "' 00� ,� 5 w 55 Hudsonia tomentosa Beach Heather 3 QT 18"O.C. X45(8 ° ' .. • . . �. o'.� ° -. Opuntia umi usa Prickly Pear cactusO.C. ° CY 8"0 ° • Solidago sempervirens Seaside Goldenrod PLUG 18 O.C. ° .° ° a ♦ � °P �,- ° ° a a ;, >- ° ♦ ♦ i i • • J 1 � _ - - - 100 Symphyotrichum novi-belgii New ora ser PLUG 8" O 100 Zizea aurea Golden Alexander PLUG 18" O.C. / • a ° _ 100 Andropogon virginicus Broom sedge PLUG 18"O.C. ° ♦ o W � 100 Panicum virgatum Switchgrass PLUG 18"O.C. PROPOSED BENCH LOCATION (TYP) 100 Schizachyrium scoparium Little Bluestem PLUG 18"O.C. MANUFACTURED BY 8 Ba c PROPOSED DOUBLEWAL WALL ' SYSTEM,AS c haris halimifolia Groundsel bush 1 GAL 60"O.C. DOUBLEWAL(TYP) PROPOSED STONE ARMAMENT TO REPLACE EXISTING CONCRETE REVETMENT ® 39 Myrica pensylvanica Bayberry 1 GAL 60"O.C. PROPOSED SEATING ..� iA ±2,300 SF AREA M } 50 Prunus maritima Beach plum 1 GAL 60"O.C. • �i �6 \ PROPOSED 15-FT WIDE OYSTER SHELL ``` ••✓✓" SURFACE(TYP)±4,200 SF - \ 33 Rosa virginiana Low-pasture rose 1 GAL 60"O.C. • • AREAS TO BE DREDGED PROPOSED COASTAL UPLAND PLANTING±2,850 SF �F•�` TO A DEPTH OF 6 FT (SEE COASTAL UPLAND ZONE PLANT LIST) BELOW MLW(TYP) 18 Juniperus virginiana Eastern Red Cedar 5 GAL 96"O.C. F � EXISTING OSPREY POLE TO BE w 3 Prunus serotina Black Cherry 5 GAL 96"O.C. �'• �Q i RELOCATED TO WESTERN kvG , \ E R L BOULKDHEAD ' ULA AS SHOW ( Y ) � EXISTING STEEL BULKHEAD TO PENINS N (TYP) REPLACED IN-PLACE WITH NEW VIN 12 Pinus strobus Pitch Pine 5 GAL 96"O.C. �v TOP OF NEW BULKHEAD SHALL BE 18"ABOVE i EXISTING TOP OF BULKHEAD (TYP) • i � DREDGE AREA'A` PRp�1l�A I T DAL WETLAND ZONE PLANT LIST • � � � TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING •♦' % - 600 Spartina patens Saltmeadow Cordgrass PLUG 18"O.C. PROPOSFn COAST I UPLAND PLANTING +. ♦' (SEE COASTAL UPLAND ZONE PLANT LIST) ` if RELOCATED OSPREY'S ' NEST(TYPE -- . • . ' � ,' ;' � ' -' , > UNDARIES KEY . • . • • < � PROPERTY LINE X va � \� MEAN HIGH WATER MHW EXISTING STEEL BULKHEAD TO BE REMOVED AND � ♦ ♦�•,•. \ � ; REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. • ` ` ; �� ' TOP OF NEW BULKHEAD SHALL BE 18"ABOVE ♦+`�` •`�`♦` G MEAN LOW WATER (MLW) EXISTING TOP OF BULKHEAD (TYP) TOP OF EXISTING BULKHEAD EL. 5.4 � \ TOP OF PROPOSED BULKHEAD EL.6.9 WETLAND LINE 20 0 10 20 40 PROPOSED LADDER ATTACHED TO BULKHEAD(TYP) � A PROPOSED SEATING AREA (IN FEM EXISTING FLAG POLE TO 114C.20 F� MITIGATION KEY REMAIN OVERALL PLAN - - - - TIDAL WETLAND ZONE ( ±1 ,375 SF) SCALE: 1 " = 20' COASTAL UPLAND ZONE (±2,850 SF) PROPOSED OYSTER SHELL SURFACE EL 26 EL 26 a < OYSTER SHELL SURFACE (±1 ,375 SF) �` —' "" PROPOSED BOLLARD LIGHTING(TYP) - - EL22 �_-�- _ ;. __ _EL 22 NORTH INTERTIDAL ZONE ±270 SF PROPOSED SLOPE TO BE PLANTED WITH "`�_ -EL 20 - PROPOSED RELOCATED OSPREY NEST--"-- -- �w -- - --EL 20 TO BE RELOCATED COASTAL UPLAND PLANTINGS(TYP) � _ PROPOSED DREDGED MATERIAL FILL _ _ PROPOSED DOUBLEWAL WALL SYSTEM,AS ___.. EL 18 EL 18 FROM BASIN &CHANNEL(±954 CY) _ r _ MANUFACTURED BY DOUBLEWAL(TYP)_..__EL 16 PROPOSED DREDGED MATERIAL I IS U VE NORTH INTERTIDAL ZONE (±170 SF) FILL FROM CHANNEL(±255 CY) _ A r�'-'-' PROPOSED STONE ARMAMENT TO ..._. - - - �, _ EL 14 REPLACE EXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS TO BE MODIFIED/ADDED PROPOSED VINYL BULKHEAD AS MANUFACTURED BY CRANE _�- g_, ;Fl Y R a,' ' "3 j .`,liipP ' '1iri: ;g4f ' EL 1 a RAP REVETMENT- .-._. EL 12 MANUFACTURED B CANE _„ _ l; r..: ," PROPOSED UPLAND COASTAL PLANTINGS ! MATERIALS INTERNATIONAL(CMI)OR APPROVED EQUAL(TYP) 6'-0" 15'-0" - 1 - MATERIALS INTERNATIONAL(CMI) if 1 ,{`Ilk EL 12 EL 10 _ _ _ _ w ,;. _ _.-_ DREDGE AREA A 6.0 ±14 __ _ ( ) ( 250 SF) , - - E:L.8.00 ,' i' r}I',' ,k U 'u Ir',I I lia l ki ...... -. - EL 10 � I � ) ,. _..EL 8 OR APPROVED EQUAL(TYP) - � i ,'.,I� ;�.��- ;�� ;;..�,.�. Southold TOWfl ' _ _ Trustees TOP OF PROPOSED BULKHEAD(EL.7.00) _ ,:, ,\ TOFOF OSEQWALL"(EL�00) _ TOP OF PROPOSED BULKHEAD EL.6.90 — --ELa Board Of Trus @ - - - -- --- — - -- _---.. _.._....__ __. -- - _ ( ) " TOP OF PROPOSED BULKHEAD EL.6.90 _. __ ,. DREDGE AREA 'B' 4.0 _3 475 SF EL 6 TOP OF EXISTING BULKHEAD (EL. 5.50) / � \ TOP OF EXISTING BULKHEAD EL. 5.50 _. ( ) ( ) < TOP OF PROPOSED REVETMENT EL.5.00 _ / r, 5� _ -- -- -- --------- - - - PROPOSED TIDAL WETLAND PLANTINGS \ \ . , ,, . 7.45 ( - ) '�� ,. ,. ,., , -• a __.—EL 4 PROPOSED 12 DIA.TIMBER PILE(TYP) _._ -1 I -r'; _ ;: '. '` ,� �> ,; ___ __ _ _ i I '.`"_•�%\/�jar \/" \�/\r' .� �/' //'`�;\, J EL4 MHW(EL. 1.20) = .; --t--?r,�`_. -110 V11 EL. 1:28 EL 2 _ __... MHW EL. 1.20 -- \ \ \ •--- _ ----- - - - - --� No. DATE F�EYI,910N �.3 III � \g I i ,. .,, ,, .., I �//,\, ;, / .,/\// \. _ ------ —: II'� � // / � %�//' ! <,/�j%•�1_ / / </:f�, i//y,`' __ _ TOP OF L W SILL_BULKHEAD.-SEL.--3�}i �. \ --- --- \ / / 1/ ,/ \� -lVfLW(EL_ Ob) \ \ - MLW(EL.-1.00 EL 0 ; ,.. . Ili. _. 006w n, EXISTING MATERIAL TO REMAIN _ __ - -�------- ---___-- l - - —_ EL-2 —EL-2 MITIGATION PLAN DWN BY: CC MLW (EL.-1.00) . III _ - (EL -4.00)1 PROPOSED MUDLINE I PROPOSED HORIZONTAL r rr LAY LOG (TYP) � ' _ / __. EL 4 _ 1-r EL BRICK COVE MARINA DATE: 07/19/2021 EXISTING BOAT BASIN BOTTOM h i-if+ PROPOSED TIMBER EL_g ( I III I SnuATED AT CHK'D BY: IRS DREDGE MATERIAL TO BE REMOVED DEADMAN PILE(TYP) EXISTING PENINSULA GRADE (TYP) _ _...._.__,. . EL_g 1760 SAGE BLVD, GREENPORT AND PLACED ON PENINSULA UPLAND III - -I } I I III DATES 07/19/2021 III III EXISTING MATERIAL TO REMAIN I I ( III SOUTHOL_L7, SUFFOLK COUNTY, NEW YORK PROPOSED BOAT BASIN BOTTOM I I I I PROPOSED 12"DIA.TIMBER PILE(TYP) I III III ( SCTM.DIST 1000,SECT.057,BLK Ot,LOT 382 JOB No: 21009 F LE No: EASTERN PENINSULA CROSS SECTION A-A WESTERN PENINSULA CROSS SECTION B-B p V NELSON, POPE s.V©ORH1S, LLC CADD, 21009 �" ' ' Wr%l"FgC>MMF=NfTAL_ • L-AIVI� UMM • PL_^MMINQ SCALE: SCALE: 1 70 MAX4F� PIOA:% M01-VIL-J E17 . N.Y. 747-21im SCALE: 11-W $- 1 " = ,� C"3'7)o •427-4"4345 F=AX C40313 427-441520 SHS: 1 OF 1 L -30 '31 '3.2 ERD BAY SHOR -34 \ / \ X49/Ic '-3. -4.9 '44 6.6 i -5.6 -653 '6.0 ,@51 -Ba _-0 I sr�� .$ Land now or formerly of -69 '6.7 1B8-1_ '27 Breezy Shores Community Inc. X6.6 7S"/-5.7 -80 5 'B.7 / -5.2 -30 / `V!\ X411\ o• -8.7 -69 l -4'4 -33 -1Y ' � \ �+tbM 5 W .8 \ `3.6 '4.1 `1•I\� / / \ / � "K(s"@9Ig;J 44� y -Z '7q `\-5.0 '6.l -1.5 „?_-- -_\ j � \\ GF. 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S' _ ��C )$ 7.47 I-,0��/� 441> - 8 `8:2 1 7 -68 -10.g -@.I -4.6 \ 9.,6�. { �� ` -\ k �' o °a -72 -@8 / @ .0 1 •e.e /9 ( 7.){ k' -8.5 `10. -1 -74 -73 8 1.2 alt x7 7 8 '11.3 -10.8 -8.8 -•6 \ / �`y Land now or formerly of \ Z \ \B \`/ •f! •� 'kgs 74 .Sp o / `1111 'll.e -11 y -11.1 '10.5 -8.6 `� aA • \has h aMd\ \\ \\ .s' 405 k�J DRAWING �y/ 0v m m ' ^ n h 4`78 p 3�3 pp 3 -11.8 -1 g , \ Keerski Living Trust /a Yx U'6 \ Q I i°\ \ ___ 4.b L/R A W I N G LIST ' `O -11.0 1 -f11. -It 08 `882 ' 8.7 w -_ `B `' 1 1 x '-\ / a m ^ n'n m -6.g -5 -I.@ 6 - \ \ I 7.6) 411 k 4 / a o / n• -10.0 ll.d ''Z •8 \ \ 4/9k a \ 4,q1 I \ \ a m p l -11.9 y2 !1. -10, /'78 \ \ \ __ .• - I x 747 `{\ 417 k o o -g•9 `11.8 -1.7 1 - 2 2 \ \ \ 1 --� 1 r� 471 OA-1 OVERALL PLAN o oN' N n O ` -120 -1Z -t1.3 '19.3 -B.g , \, \ �K \ \ \ ,A M� \ a,7 k KEYMAP N O' _ee '11.8 3.0 4 g O \-�'\ \ , / I -7- x7 e °y�(°r EC-1 PARTIAL EXISTING CONDITIONS PLAN m ? ; o -12 `13. 8 1 -I 4 / ' ° \ 65 \ ` al 4 2 0. e \ �- x / I \ 41) �0'+ArX v� - 2 1•a 1 ' 1 -83 \ tb\ \ 4" 1 °�" °? DP-1 DREDGE&MATERIAL DISPOSITION PLAN 'g.o -11,9 22 _ -I27 -'.e ''0.6 � �` a`\, :iR e\ �,' \ �I --- /-- """---- -e CS 1 CROSS SECTION DETAILS m -8.g -127 -13. '12,0 -107 / -9.5 8 \ !. J \ \ x k7 �- 7.97 / w nl l 11. -13 1 4 / `\ 91 1 / w a 9 -12.1 3 ''Zr '19.8 -ge `75 "4sks `� 1 1 47 x4u \ I \ / \� \ \Zsa� SCALE: 1"=1,000' / 1 / '-�I P-1 PENINSULA PROFILE 4 -I2. '132 'IZ -10. ' `8.6 _7.8 ` \ I \ 1 \\ 1 1 \ l I l \ kal \\ `\ / 8 o m M -8.8 2 '182 `13.3 3 8 7 \`4. I l) I �6er\ \ Q) \ wrb \.9 1 / 1 J •A' s �� \ x474 / 7,R1 / m m. m / m' n -08 '12.2 -13.3 .° '10.0 / 'g4 Y 8 I ( hnoF rnd I x \ \ 9- / ' \n °f m' -133 \ [/\ w6 \ -7. / 7 \ --8-- v °; n o / 8 .7 _ '11.8 13. -127 `10.8 / _g,2 -7B -8.11 , \ 0.6'E I \ / 'q \ X7.19 �w Q k 778 ro roV / o e+ 5 1 `13'2 - 2 I 'I / 8, 'y7 'B7 1 ,��, l\\\ \ ` \ t/ / \\ \ k7, 3 Tal ti 8. '13. '27 0,7 3 SITE DATA h' '" i o' m .0 - 1 - 4 7 `@.B \ JO• \ \ \ 1 GPA VF1\ •v , x k \ h o o N - 2 It. 12 -13. 3 I YO 1 ° II ' \\ \ `r\ I cam\ j�ay, \ dy l `D"�s7' / 8. -1 4 -Z5 Y `• SO - 6 { \ \ /I 447 /,a 4T{ \ �u O. a!// - 0 /Y - 2 tsv0 G -2. \ 1 \ I7, x / \ l m � � •. �� - 1 .4 0.7 r2. -13 1 -i e.9 0, e. D o \ I P VfMF T 1 S -s-- °a;� -\�-\ A k) % - 2 8. ''0.0 02 L74 s \ \ x4 1 �' 7? s 4s m o „ -8.! -781 -g.0 -I BO -mss ° -1Z2 -10,6 �8 7 @ � '26 12 #(\v\ 41{ 11 /I 49{x488 $ ��/� 4,y��N k\\ \ o o s -lo. - e \ 3., `l �, \ 1 I TF 's`�� k k7J SCTM: DIST. 1000,SECT.057 BILK.01 LOT 38.3 ' o o ti o m -@.0 -78 -7g '.B -13. -1.4 @ -7.q I 44 I 1 \ \6°64 1 I I g_1 �B ,1 ,/ \\ 4,'b 71')y�s,C \\/ 7,q ? / / ,; m o @ o -127 -16.3 -6.e 1 '4.e a \ I e _ o//�� an PROPERTY ADDRESS: 1760 SAGE BOULEVARD GREENPORT NY 11944 ti os o r/ v,' m m / m' ° -27 -76 8.9 -I2B 1 '8. @, -7.2 7 '\ \ ` 1 , \•v I 9�. I / \ ash vTI' `\ / / N�; a " m m -8.p '7s '77 9.r -r2 `26 '16. -e.s 5 '6.9 7° `�"'�r1 WATfR1\ mnd I I , I� �,� \ l \ i LOT AREA: 543123 SF(12.47 AC) m '80 '76 -78 I '123 -II. 8 1 8 \ I �k-+ I I / I \ / a� I 1( \ aan / as7 �\ X741 / `r ` N h n a 'B.1 -74 -73 -.4 -I1.e ''r.9 'ro. ° -g.o -6.9 g -71 7r INP '\1 / l' I Bnhe / aJ, \\ 4 U'LAND AREA: 332,333 SF(7.63 Ac) m o / of o m ti\r o -8.0 `74 - 7 -1O.g '11.8 ° g @. '@9 -6.8 1'4.7 ( /i�f� /1 j14 1 °r6 x49) a/ i �/ I X54 x / N m > \ m - ' '7 a rr. -'07 - 2 @ -6.9 e. 1.h 1 \r , ' [ / 1 / A7i /) 444 ' / / _ ^ AREA UNDER WATER: 210,790 SF(4.84 Ac) / N n ' i N N / ,\. o -77 _ 8 l - 7 .Y - / t I Rhy X491 t k I / ' % , N' a °j \ , m 1 n 2 -6'7 '11. -1p.6 '83 -@8 @. \ 1 4,6 I I / x // ti / \ N o o ', ,.'°' o / N ti M N e. N / m m m ,� -76 '76 -@.5 DO�iRSti 80AT3f/PS l0 ' -108 `9.8 -7l e. @ .\ " ''�1•A• I I i h� / /' 7,e / I ,/I I x 1 / , aw •. `\ 7� i k4dJ `----/ EKISTING ZONE: MII-MARINE II a q, i m / N o 1 / ro m' -7.8 -6.8 2 `7g 7 9. 71 - 8 1 rT' l / / / -'9 1 al I xSs7 / > 7 `es .--`- 9. -10. z -°'* -e. I 1 x \ s I x ECISTING USE: MARINA N' a 0 $7 x`'7,0 8 6 1 -1.2i I x I ' / v co, ' � h N ',` n' m - 6 '.1 /J 8. -10. -B.4 7 -8.3 - I 1 / / 4{q / I / a$q \ -4.7 3 4 - 2 ! I �m6s / / _ / _� a� •� \ 1 / SCHOOL DISTRICT: GREENPORT UFSD 7; i o / ' n o -71 -6.8 / '6:8�` 8 -B p 3 J -i. / ' i o'a m Navigotio/ol ' m m __-6.4 _ 8 ` ' / -d.4 -4.0 \ -6.¢ -10.2 - 2 '72 8 i '1.0 I I a / / / )pro(I-�\-10-) I [ k 1 / afs _ 17.01 o' > ro / ro m/ 4.q - 5 _ .5 � \`e 9. 'B•4 'B2 - r , , �\ 1 1 / ' ' 4$ - 1 / POST OFFICE DISTRICT: GREENPORT,11944 N v N , ,w m / ; ,Sight of Way / �'�,,,. 5 _ / -2,@ -22 - 9 9 -72 -@2 , ! / \_ %): FARE DISTRICT: GREENPORT FD i N' N/o / - t 4. 8. -9.4 -8.3 6. �p 11 / 'EPP k \ \ 1 \ \ \\ \ N -ar -1.4 sH ATP- 4 -7e -@2 ' 61 ` hae s,� \ \, \� / / \ / �-_- �\` \\ 1 / h /� m m. / `$p 6 -Zg .q `$g 'B.B 6. I / / \ 0\ 1 1 ( J / / \\ / •\ k ' Y N SAG> IIA�` N n m / ^ ' n a / -'3 1'7 '" -'\�1.5 L �� -Op '76 -@0 -6.1 g 6/ -'7 do6� � \� \ \ \ wro / ' au kap / i i an WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY / N m o / / u o \ '2 �'•3 �B -77 `Bg - 4 I f ,1 \► \ ♦_) ---6--/ BSS \ / vs @ Y. - @ , / o' \ / / 4QT x / Mrohoh f I / 7 7 /{Z 17 X / x S a{9 \ a4 a. '70 1 s \ / \ _I 1 \ ,9 / I // ( / AVD 88 -\ `!.e \\ 3 ` @ ' 7 3 -e. 1 -t.e III --ol 1 i m ♦x7 \--' 3 @41(y 1@9ICg -70 7 ) -18 / 111 58 / d'y •• II / - 7 `.g ` '78 - 2 -6.8 /9 I / //ti//--.T"'"'V / / / rl\ \ 1 af! y, 1 t m�H mmlak \ / a m I ' ' 6 ` 4 / / /,--- � ' °'° \- '�_�� _ZONING COMPLIANCE TABLE: 91 7 r / /^3// , cu6 11 \ m1 ( \ 1 P, 75 4. `:o.e -s.e\ ' e -72 `e.@ 9/IGHWATERI,@, ' R171°N , / Ir �\ �\ \\ 4 x49 \-/ -2- \ ` - 4 @ �5' eel '� l ''fir- �\ 11ar, \ 7 '70 - 7 - g LINE�1�s� /i////'A / a \ (I ``\�\\ azs r \ n_ " ed` ` x ZONE:MII-MARINE II yhp , `\ '32 1\ \ 1 \ - 1 -7p -8.@ �`•07� //'ih/I/ A % \ \-17/4�j j \ \ s n!' °fin \ / ala ® ,® 4p @g 7 X5.3 ` i V \ -68 `B.B -1'4 / / / x w \ \ �' b \ nM t ( I O m ,. •, o s. > @\ L'2- -a s. '"[bn //,/, , / _ _ "\ \ k a ass o,p s I/m \ /� d CODE -s.9 a k U \ \ ITEM -6.8 - 81 / JF JJ 6. -Y.q . r %a8 1. %l / / / \ -� -/ k mam7 / - e 7 -s.9 `� ", \ - Irl) @7 'e.s dr s 1 = - ;�P 1 ley ' t\m 3J' \ h LOT AREA(MIN) 80 000 SF ro' ' a '37 7 5 AIT J \ Q ` / /l/ / 4, x ay/ I o / S, �9 \\ \ a7S / 1 0 I / , m' m•�. N N w r. ' / - 0 `B.� `38 /- ` Z'J -$4` ' I. l l I ( /11.11 I o N,f' _ K / \ name / �/ �O / / �.•�. a r / ,m o N -8'8 '>8 -6.6 \ -5,2 �r[b;Y -J��'K. -,�T" - * ' '$8 - i i///, I I / l j drnJ �r 4IJ' m o e. @ ae a1G3\,\ , ` \ �Slciy ` e 4' .// i k e \ x �„ LOT WIDTH (MIN) 1501 I % o N - g - ° -36 =\ \. -s.5 1 iiJ 1 Iq/ 9{r xa a l c & 150 o '69 ��p a LOT DEPTH(MIN) , o o e. -B.4 -B.0 -7p `BI\ , 1 •",may 'Z6 / 'i/ // 7g J / t�, 1 I I /�/ ^ "�y I mcti %; �; -8.6 -7g 7 '63 \ s.o 44AI �\ \` -2e b9� „�// // / 8V pK W v , I I x 1 /1/0 N x FRONT YARD SETBACK MIN 35' m - 7 -8.1 \ -I.f a,9J z1• m J 6.t) ey,• J� (MIN) I , m. -8.3 '78 7 '8. -5.8 ��D- a/j/ \ C aq SIDE SETBACK MIN 25' I p -a., Y -7 '@3 \`s.7 4 `�� ,{- ice. - a ,i h'/,� �i y zr r I \ x 4Jj k 4 ` � ' 4r EOTH SIDE YARD MIN 50' 1 m ,7 DOCKSOATSLIPS 'e.e `'a ''/Lb `,a �\ \ / , / /< k t k $ 4u \ \_/ .� �/ 4a 2 '7 y 78 `8 \��`„� -1 J• 67 1p�,1 v / PEAR YARD SETBACK(MIN) 25' 780 `Y4 -75 -711 -B.7 -661 -8.g �� -" f1j � / 1� 4 3 �_//i +� "' 4Y x ' \ /' / �\ \ m m '73 7 /--''^s= -, \ e I s / ^I ( '\I SETBACK TO WATER BODY(MIN)§280 1168 75' N. / m '� 3 8 -6.8 -6.9 -4.8 \ 5^ 47 g W dq� / I ,: ) $ -70 B.8 -78 B 8 -70 -37 -8.8 41 \ \�\ ` -fiixnTamx/ _/ 1 ° , N . 7 -6.6 -@s -6.8 \ 7 -0. -8.7 -71 -6.9 ` \ decr4c \ / 9 NI, 1 / m °7/ 1 \ k \Q' - 1 `�1 \ m - 9 '6a ` 4;/�- ' \ 'o a{/ I ( .-,1 X616 LANDSCAPE AREA(MIN) 20% \�^ / m °? m 7 -@.6 -6'6 -84 `71 `B.5 -7Y [ I x / x a '7p 7 -4.7 s'aq�y \ \\\ v \ > I 471 ' I,°` 7, I / � ,� )y/ \ /' / a,9 A n m -65 _6g -@.2 - 9 7 -e.B ' 6 g -4.g ` \1 \\,,a I @� I '�s / of a / y� [ ., SCo �4 k o� LOT COVERAGE(MAX) 30% -84 `B,g -82 ,(16 -7.8 -7I '7.2 8 \ 111r 416 I / -B.6 _6.2 -6.0 `@.j '72 '75 -73 e ' ` �/� III / \ i x 1\ "' 6 / ` 4 \ 4,z k x4u I BUILDING HEIGHT(MAX) 35'/2 STY -7.1 7 -75 g '6.g -4.2 °,/Me\}j�a -6.2 -9.3 -Bg _.4 -7g `6.7 'e.1 - \ GRAVEL \ /J1.la -`pde 1 '�s,.� "pJ�\ °#May s \ I I es o a m \ % F -B.6 '6.0 -B.2 '75 8 4 - \ \ \ / �\ J' \_ / / \` Ar 1 I i N N N °j m a \ �/ -6.7 -8.0 - 6 -YO 3 \ \ r \ •STo 41s 6- L: I ' ,(b \\ 41 / 6\ k 4Zf / , , q -6.4 -@0 `73 7 f "•ad \ /-. °rD \ PAVEMPM RYg s a ° / 1 @ -82 '72 -7g - 4 -5� �6\ I 4 8U/! t^.,(� ( a1J �6. \ 4TZ I \ / - _ ° \ ', SANITARY CALCULATIONS '--.-�-i ,7; RS ri \ ( a :, .v i 6.3 _ `0, 'B.p -6.8 '78 778 -5.9. 'S3 i > 1 x416 1 /NG I SII' $ `^\,' ��/ / (r� ' , _x o m w io b o b m .`� w `6.1 _7y - 8 - -4.¢ i1 I / s-'a l,y/ 4, x k4 m m m ro m in is ro m + N i -8.1 -8.g -7.5 \ ' 'p.4 ! i - / 9 417 Q) 0 0 o m m W @ ' 3 -e.l -@@ y74 '70 \ _60 I xgJ4 �� 146• tel/ nUr 4in r x4/9 °*✓ar k4es ) / / ALLOWABLE FLOW 3 -8.0 'B.3 3 1 qY /� BCF h1 I / \ `6.1 -d6 -6'6 -6.5 /�_ -3377s 7zS I No. 8U/!D /0 4JJ I x• / GROUNDWATER MANAGEMENT ZONE IV '@' '@B _8.6 -@•q I 1 /NG k 7., 6 h ALLOWABLE DENSITY=600 GPD/Ac '6t 7 6.0 4 123' V /f/ \ 1 °''b*4 , @' '@6 - 2 8. \ ¢# 7) I®^491 741 \ aJ7 x4u ,IT /\ k /N_ L 11{• 'e ,6'/ •''� 1 7.0 `e.5 ' 6 A r®1 \ 1� I GRop \ �� x , I 12.468 Ac x 6000 GPD/Ac=7,481 GPD 'eg -7° _6'2 '@9 `e.r ,6•'1 �4y/1, 7 �\ a"� /�A t 1,'�' l 'S- pGr7! �J \\ - ` q p kau a I` a•" \aacr�l!�k/ x / t / \ W -@7 -7g -e.eq -e.e! '72 -841 'e3i "4q 1 zd/ x \ 4)r /�O,fy L4 7p \�X7'6 �{ x47 4b \ at 1 d$ v S v -@g '72 '7.a Iagy z�J , bb 7 _ \ { k 4f, \ DENSITY CALCULATION r 7 / �� a S'✓ z 8 NG Mf Lq 4ar .qT/0 115 au aJ9 . I \ r EXISTING: -73 - 0 -�•Y �l // 0 � 4y I ,•\J6r U/ / w w a•\s / 1/ 7 `B.7 �9 J. l QJ/ l 7,.8• 7 P / / DOCKS 80ATSLIPS 7 °-6.B '1.3 / eletrp I,x, ?Y// °°(` SINGLE FAMILY RESIDENCE = 300 GPD -Y.g 4 -73 '@.8 f// R.nk Io- QJ, R // 6°^ �°b \ wryf I / v 'B7 -71 -?:5 '23 -71 -7.0 '4.7 • /% (� _ �.T x717 \\ \ \& Tg 1 *Of4"t•'/ •e.s•° ; 1 ) J k / WAREHOUSE 6 950 SF @ 0.04 GPD/SF = 278 GPD Qv -e.e ¢ 7 -7y 7 7 i -s.1 ,/ I 1 x °' `e 2,• .7 /a✓-'' 711/ \ ' / k49i •• 410 1/ • a"" ka WAREHOUSE 2,500 SF @ 0.04 GPD/SF = 100 GPD -8.7 8 - 5 3 i s, 1 �7t I / °• 'k I /� `\ I J7 T \ '64 0 `Y6 `7.8 -76 -Y2 I '6l // ' 49, / al' b 7./7 - 7. / ° 4 m 6. 7 ,6j 7 7 / -5.2 -0.6 /1j/ / / 476 \ GRAVEL ab4i I \ 1511 x - s 4 ,@0 -egt -@. -7e@ -721 -s3 // / I PAVEMENT " '\ / \ aar ``AI �/ ss, @ _ / -06 I \ /'/� / k -s_ I I MARINA 140 BOAT SLIPS 10 GPD/SLIP 1 400 GPD E ' -80 -8.1s. �( i GRAVEL / i POOL HOUSE 17 OCCUPANTS 5 GPD/OCCUPANT = 85 GPD v e. ( -6.0 '6.7 -772 3 e -1 •IIFnt f $j / \`� \ I @ °> `• m a f I iu iu i m m 6.@3 m w °-8.0 -@_6 I I l l/ // ` / , \ �, r ^0 4 / PAVEMENT \ r $ . ') i - m m m' m m ,TmA m m 'm , , I_ ro -76 -78 -73 1-5.6 0. 1/l�n 4 / L �-� / �� 1 4$ x 4� 4 1 6''(�\ \°' -60 -87 '74 '74 -e.9 -6./ ° \°/6 6 il1� / 7_ 4i� �` /0 k7Zs x7zl 1� I k 4kJ \\ /_br1 \\ i TOTAL - 2,163 GPD -@.0 -07 '73 j73 -6,4 -83% 45 / /l1/L l 11 ♦44711 i �Ar ,// 761 ,� \ x468 I -e.Y -71 -7.0 -8.4 / 5 1/11 1/ / k 4a _ 1 / 4r 0 -eg -@7 -e.s -ee HIGH W417%'11 -o �///�l / k7ay �`-B-/ .xrd X7,7 \\ \ GRAVEL r ', I / \ \ 5 `B.Y -71 -B.2 -68 LINE ye 6. i/i,/% %z', 74i x7{' (-7- 0 \\ \\�` PAVEMENT N Land now or formerlyof - ° -6.7 -°'S ^` -6.7 //;/,'I \ to BreezyShores Community Inc. , a w N ,5.g '64 -64 /// \fig'-//' -4.& 5 to/ R/� \\ xzlj k \\ m i i m m v �x •� .± .w �' N ^/ m w .,, '5.78 _6.y _ -8.01 // `5'Z -3'41 7$ k7H \\\ "' m m v •o °D m m `8'2 `$2 -3.5 / ' s1 k� 1 1 \ ,609 -BZ `e6.1 ' /�'I//// !/ \1 ``\\ 7S1 (�-. /1 k k i I x4 I -6.2 1. /�/ 7 / 64f \ \ I o _6Z / -5.3 -6 � IQ ///j/ i 676s x \ �. -01 -6.4 -6.1 8/// ar6 447 `\ / !L \ I xs15 / \\\ -6.4 1 0'6 6,/1 / 73r \ , 1 / '6.8 -8.7 -02 8 1 -6.7 7 /°8 6 /l 1 / \ / x \ k I 4451 I 4 / / -6.9 2 '>3 -6.q ! -s.6 ; l I k� -----'---6---k�'� \\ / k � 1 X711 �4YN -e 6 -e.2 / -s.2 I I GRAVEL , \ l x 464 441 4 8 E _02 ` 'S.7 'S3 / I 1 ka•'T \\ -\ (\\ k \\ , � kv � -I�i X8,4 ' `6.2 ��__ °'' LO ['6@ 'S3 ' qI , PAVEMEM i \\ � +Ws• Land now or formerly of -8.7 -e.4 /� c5'8� WATrI?�INa" -4.e 1 t I 0 6u \-s_ `�/ x� x /6^ 'hc`AA!r 1 // \ i i Breezy Shores Community Inc. 1 \\\ m m N m -8.3 'B.g -B�,_-_---5'1--- Sbw -3.4 �7 1 ' /ti/ / 0211n m o -9.7, B. '- 4-' -3•q `2.2 •\\ \`\ // \\ -104 WF' N \ �-' \ ;!0•�j o g _�/ -Z - _- W� ✓ /.-\ ka x444, X444 b x4 407 4J{ / \ -_7_-�` / 446 / l / \ c0 \ \\ ea°vossE�o vp) , o A o „46 `1.7 -- .2 'NF- s \ o w // /� -1-� .;xCb x 411 / \ \ IV 7 \\ - ... -10�M m.N....:' .. .. x0.m) /_\�-% % x467 , '(7.W) .�-'ar-E-- / r k 19!}•29 \\ \\ m b+ / '•6 :: '. ...x 5_/ �5�/ / X491 / ....,�:: "xds, x(s.GG),.gr -_ 6rbaT/ \ Ar- r / \s /� 'r ° ropryLJ`\\ _--6___ ka x416 ka // 0 50 100 ,. ...... ` ad, ......._.. ... '... ' /// L \ m r .... _ roPL _�...,.��...-_._.._-- / . _7 xlsa4) - �� I \ xdJs \ / 7 v \ oa m I rw�.� \ \� \/ /' I J \ N`j5°150 (1-�y m \3/�"�, •`' \\\ �",f, �•° _,°.... - o , u ` ' �'\ ` ' \\ \s \ \ ^\, k44T I 1/ 11 /R /, `• I \ \ \ 29W HIGH WATER b l l \ .N �\\ \\ 59 ?STs \\ `4� 1 I I k I I / _ LINE II `\ )Tonal \\ \ w��_ t7� \a \ x6A1 1 k / /I .S$ kav I I / SCALE: 1' - 50 I I` 2 M"I e c o a w'• - - PRGPns°GOUR�Ew Wi �' ��-� \-J\\�\ �/� I \ /I UV C_U" v 'w lI ,\41 of Way \�\ w\ SYS EM,ASMANUFACNREOBY \\_ \ k /1' 1 / / 6. Ar ;� '..+ \ \ \ ` N 'm \` ` _�"�t5 °Gue�EwA MM MEAN HIGH �\ `7� �� `\ -5-�\ i 47j I' GRAVE( k� 1 1 / 1 •R'-�- 49[ Z [/s \\ \ 3 Cpt��5�15 0 - c we zG) WA L/NF 1 I I l a -- 4$ G N \\♦ •� a y, \ N PROPOSEOSTONEARMAMENTTOREPL `.L -`\ \`\ \�__4- \`\� \ k�, PAVEMENT 7/' 3. \ \ \ \ IXiSTING CONCRETE REVETMENT _ \ \ \ \ 3 \ a3NSF ""4•a, `� ` 't-, \ x / / I " I SOLIthold Town c � r \` \ \ ' \ s 46 1 v .-2 �/_ 4 / \\\ y��i \ \ \ % \\\ ;p ° w4 4YA \�\ J /\ \\ \ /"7 1 l l I kS46 I 1 1 _ Y'i \ \ �, \ \ \ , w , \� \ \ \ / I I 2' Board of Trustees T 3 \ w w ' \` 'IN, NN N` \ //\\6 x6as - v � ° \ 'o _g ---I a/ No. REVISION DESCRIPTION DATE BY Land now or formerly of o Southold Shores Association Inc. x�-\ /N �3��\�\\\ `\��\ \\\ \�\\i A 'w a, ` `\\ \\\ I / `\ - / \ \\ \ 4q@ \. ,J ''\ \ `\ OWNER/APPLICANT: 'Z \\ \ w �, \\ > `\ P\ `�\ �` \ J / \ ) ,-i IJ SAGE BASINE PARTNERS,LLC OVERALL PLAN � ,a N '"sem, \ \ \ � N I \\ ;, •� � � \ / / \ � � _ \ \ J r`\ 5 1760 SAGE BLVD c / o �4' I \ \ w ` \ \ 1 \ �/ m - I `-)J SOUTHOLD,NY 11971 D7 ,d L9p \ \ \ a d -,�'•II \ \ \ .w •~ `\ `\`\ \ \ I I 9\ 1 \ `� ` 1 O l..J \ a w \ fi PECONI C PAY \ \ \ \ \ 1 / ( 1 ` N ��'' On 6 rA \ .'r I\ \\\\ J m T ?Q >r \\\\\`\\\\ \ I \_9'- 1 x 4$ / p X47{ ��13 ��\ H 1 \.---_ \ SITE ADDRESS: BRICK COVE MARINA \ ,. a 0 \\\\ W 1 \ \ �`\\\ "@ad\\� \�\\�\ \ I s_�'\ \ 1 I \ \� / x4J4 / 1760 SAGE BLVD C-4 _ Q \ \ \ \ 4v c \ _ a' I SOUTHOLD,NY 11971 -2' \ `\ 1 1__!;/ ,1 . ; 1760 SAGE BOULEVARD \ I \ _ I s84 Ott, \ � \ o, \' `\ `\ `�� / \_ _�`�--T / / r k / ___ 33.113' �'3; r/6 x }/ ni\ �r\\�' \\\\ \��. \ � '" `\ \ \\\ �`\/6 -5�\\ { /%/ 4D/ S o/ \ ir lo)'�.\\\ �__! / . r t8� �` SITUATED IN HIGH WATER N8902o'Sr'w P \o�Qo w �:�\ `\ '6\`, \�;. A '� '\\\\\\ ,/\,� '\-, ,' �� a I<. y ;\ GREENPORT C14 LINE �, N q `�\\\ \ ;�,, } \\ \� .\ / r -7' i / / w 7•. 'j- \ "\ HIGH WATER '"4+a,4v9\\�`\�\J\\\c'� o. /' f N 2 77 \ m ^ - \ / w \ � ss � �`' `� CV h �\` � .- \\ \ \ LINE � h I e. '��' -� \ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ``\. `\ `\ [I ,' / I 4Y8 t',-'.,`; 1 SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 N \\ `rn�m w y 161\ \\\ `\ /'/ 1 / (•n x ,�� t.e,vi f 10 °2113 Yt / a '' \\\ N �,�� , . .\ `\ \ L 0 3172 `'�a N ,579 \\\\ ! 6/j- \\ \\\\ 1 �y "..:., : .. \.,,, Y , ,, -- Robinson & Muller '. ., k `^�t\� Engineers P.C. \ \\ 1 \ 50 Elm Street L\\ ..."AmS .:, Huntington,NY 11743 Office:(631)271-0576 LJ Ili % Fax:(631)271-0592 r Matthew K.Aylward, PE www.rmengineering.com a THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN iaa149J \ NY State License No.093172 MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH ,� r DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=50' SHEET: Z 11,2021,SOUNDING DATA BASED ON HYDROGRAPHIC w m SURVEY PREPARED BY SEA LEVEL MAPPING DATED 3 3 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM m DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 ° NYS GIS VIEWER. 0 i e qUO –8.p �6.7 ,8 j �7 r ,1 ��5 3 –0 5 1 / I � transformer 1 Co CO Co co Co co 1 I I WF 21 I l •� CJl C.�.' Q Co CJ I I I 1 ♦� p .Q \6.6 G –6.0 \�,6 /,b' �i I 5 p O p. i ( l l / J 6 OAY SHORE RD � � a, �7 �51 U I Ill ~' Q \6'0 \6.7 4 1 4 \6'`g \p —manhol 73 7 ,6 62 / —� 6 5 'j / I/ / \\1 LEGEND ° , –Q ;> 7j �7 p –6.4 `0 / / EXISTING RIP RAP '_ �6. HIGH WATT l 5 l ° ENGINEENNG ° 6 8 6 7 3 –66 / '0 WF 1 // / / / / EXISTING RIP RAP W o y -c c o ,6. � ,7 j �6.� ,68 LINE ' ,p ! UNDERWATER –5.9 Land now or formerly of ,6 7 6.5 , — \ ,6 , — 6 // / /16 Breezy1 1 I –5.9 ,6.4 \ / ,4.9 Shores Community Inc. 1 1 ° ,6 4 / �a5 5 8 –6 –4.1 of Po Co 00 I� I� Imo, I� � o� CAD c� ?� –5 7 \6 ,6 p ,3 4 5�° CAD .9 6.p ,6•j i \5� �I WF4-17 –Q0 –6.,2 ,6 j ° ,6 —5 3 4 6 /� / / 6 ,6 j ,6 4 ,6 j 3 %p 146 / // // l timber –6.4 5.3 5 p•p /l66 curb KEYMAP –Q4 / 5,7 7 p p WF/6 / / SCALE: 1"=1,0001 73 I -R70 �7 -6 / 5.� I 1 , . — 1 Co Q of 8 5 ,6 r° P �elecri gone) GRAVEL _6 I 8. o –6 5, I 11-11 8 p to 4 –6.j 'S8 ,5 3 &1 glut 7 Z PAVEMENT SITE DATA 4 '�.r �6 2 ,6_ MEAN LO 3 °°�k 1 signs SCTM: PROPERTY ADDRESS: 1D 60 SAGE,BOULEVARD,GREENPORT, 11944 \` I 1 cn �8.7 �8• '8 / \5 9 WATER L/ ,4 8 / WF�15 I I m hole 1 1 00 4 / �5•p ,3 ! I 1 / 5�5 LOT AREA: 543,123 SF(12.47 Ac) \ 1 o 01 —9.3 6 6 3 �5.j �3, 7 I N / k UPLAND AREA: 332,333 SF(7.63 Ac) \ a, of o 8 —3 4 ,� / / planters AREA UNDER WATER: 210,790 SF(4.84 Ac) � °' \ �g 7 1 –8.5 i j 4 3.4 �2 EXISTING ZONE: MII-MARINE II / / � i EXISTING USE: MARINA SCHOOL DISTRICT: GREENPORT UFSD \10•4 1 cO `'' 77 // 8 \�'j p _ - -=� – – _ � / .� WF 4 � ``' � k 525 POST OFFICE DISTRICT: GREENPORT,11944 525 k FIRE DISTRICT: GREENPORT FD / �f j WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY \ \ c::) p — — _ — DATUM: NAVD 88 1 CD ��.8 /� — k 11 / \ 1 f H - — - -- � j 6 I timber \ 1 co w / – cures / ✓ / 1\ o° / 14.29 .4 19 WF_g , , /� ii I ��,....r .� ��' �5 TONE VE co \6 // $ osprey ..... .... a / \ 1 nest i i _ t f-�- 7 015100 t\ 5 N7 o 11 >NIG�I WATER f \ LINE o \ I�ca�gahonol \ \ •� \ _ �..:`- . . Q w -•'Right of Way, \s \ \ .._ , _ 115 o t MEAN HIGH � �1� — �- 5174 0 -� \\ \ s ..... .... � WATER LINE C51 -a 1 d f/ J/ k CIO 544 \ \\ c,° cry .� °9 A o �" / '7 `v \ \ 04 a \ \ CP \ Land now or formerly of Southold Shores Assoclotlon Inc. ak — / LIP.,� N 00 CP \ ✓ I 5 �, s I PECONIC SA Y 75 k CP - -2� / / •O�j 0 \ \\ -s 0 20 40 \ rn s ° / Q \ SCALE: 1"=20' —_-= i j Op \ \ � �, ��U u 2 2021 --- - - - 33. B �� s 3. - - 0 \ CP 2 - - Southold Town \ Board of Trustees >h►lG>FI WATERN89°20'57"W ��Q- �e �6\ 1. -s LIE \\vvj� Q �,� \\ No. REVISION DESCRIPTION DATE BY \ �b \ .� SAGEOWNBA INE PARTNERS, PARTIAL EXISTING CONDITIONS PLAN h L� q \ S SAGE BASINE PARTNERS,LLC M \ O / \ 0\ '� 1760 SAGE BLVD ��o �� 1 (� ; / \ \6\� \� SOUTHOLD,NY 11971 v'�, �. \ 6, 0� \ SITE ADDRESS: BRICK COVE MARINA / / t� 1760 SAGE BLVD FJ \ q / / \ \ SOUTHOLD,NY11971 1760 SAGE BOULEVARD (,� \ 1 � 6' .._..,� SITUATED IN -'d 1 .77 / ��°Kr`f�''�- GREENPORT O � \ �a � ,,�.r -'''6,`� TOWN OF � 1 11'A' \ 6, o c , SOUTHOLD, SUFFOLK COUNTY, NEW YORK Cq O 13 Yrs / \ .� '� \ ;. ° �® i i SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 579 2� " Robinson & Muller 3172 r Engines s, P.C. a.� _ 50 Elm Street o \ 6, Huntington,NY 11743 a 6� \ :: a Office:(631)271-0576 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN �� \ Co Matthew K.Aylward, PE Fax: (631)271-0592 E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH \ 6� NY State License No.093172 www.rmengineering.com ° 11,2021,SOUNDING DATA BASED ON HYDROGRAPHIC 'CP Z SURVEY PREPARED BY SEA LEVEL MAPPING DATED DWN.BY: DJ G CHK'D.BY: MKA SCALE: 1"=20' SHEET: 0 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM o NYS GIS VIEWER. DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 EC— 1 oalKrleaa I —6 ° -6 �6. \8 j `y 'j Y\ 5 3 0 5 1*( l transformer I I I I •3 1 0 7 7 { WF 2oRERo I I I — BAY SH I I Co I , , 78 ,7 ,7 15.6 ° 0. Ill 6 LEGEND I Co a, M cn *W iv o Co 1 I I o �6,6 Co c° —6.0 —6.6 6 3 c I I 1 1 _51 1 / / / manhol co ~' o �' �6 0 �6 7 \Z4 \74 \6'9 \0 5 OI / r \ `6, wF- / / _7_ - EXISTING RIP RAP f 0 7 '73 \ —73 '6.4 �/ o / / / / \681 �6. \6• � ,6 3 / -0/.5 /// / j / / / l EXISTING RIP RAP � -�--� \6. 7 \�j -a3 O \6.4 / \6.5 / // l l l / / \ UNDERWATER HIGH WAT R � 19/ / PROPOSED ARMAMENT ° 6 8 '6.7 '6.6 / �0 6 WF , / �6, LINE / l / l ��Q PROPOSED OYSTER SHELL \6 7 j 6'8 _ _'/ 0 // // l k SURFACE m Land now or formerly of \ \5 9 —6• \6'S \\ —6. 7 / \ \�6 / / /�h// ` PROPOSED WETLAND . - . � BreezBreen Shores Community Inc. , I �, �, �;, 5 9 ° �6.4 ,6 4 . -4.9 _a5 _18 // \\ PROPOSED NATIVE y co 5 8 ,6 -6•j / 4.1 WE / �/ // SEASIDE PLANTINGS I I I I I 1 I .z -: c,,� 5, -6, 4 5 PROPOSED FLOAT DOCK I 7 rn cn co 9 -6 0 ,6 j ,5 I wF.-11 6 // / ,6 4 ,6 j 6 2 / 3 3 0.3 /Q6 / // / � timber _6 4 I 5.3 5 0 0 j / // / 66 curb KEYMAP \6.6 ,6' 7 \6'2 / 'S. 7 / 16 Q SCALE: 1"=1,0001 �6,4 7 , Q0 wF� / SITE DATA / ,6 9 2� `7 3 \6 4 / _5 6 0 / / I ( k 6� _ — _ _ _ SCTM: DIST. 1000,SECT. 057,BLK.01,LOT 38.3 AREA TO BE DREDGED p OPOSED LOW SILL \6'e / \5.2 / / _6 — PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 ro �elec nc panel LOT AREA: 543,123 SF 12.47 Ac) 7 3 Co 1� 'r0 _Z8 TO A DEPTH OF 4 FT 6'� BULKHEAD(TYP) 6 / 5, 7 /tJp I ' '1 / GRA V�L \ I 8 0 0 BELOW MLW(TYP) �6 (TW EL.0.33) 2 L 5.3 / & Ilg t / UPLAND AREA: 332,333 SF(7.63 Ac) \ I 0 �� DREDGE AREA'B' b, /� ,5 8 /0 1 ' o / °PAVEMENT ° AREA UNDER WATER: 210,790 SF(4.84 Ac) 3,475 SF 6 _ A j -,, -MEAN LO 5'3 d0�/r , ,signs EXISTING ZONE: MII-MARINE II EXISTING USE: MARINA �6 4 5 WATER L/ 4,8 I wF�15 I / m hole 5¢5 SCHOOL DISTRICT: GREENPORT UFSD I� / \5 — 5 _ _ I / N / 0 k POST OFFICE DISTRICT: GREENPORT,11944 cn 9,3 ,8 -6.31 o � � / / planters FIRE DISTRICT: GREENPORT FD I 0 8 ED IN '0 � / / DATUM:WATER DISTRICT: NAVD SUFFOLK g COUNTY WATER AUTHORITY o P � C� \ 9 7 c9 \8 5 / / -- �JA � � UL E ( .OP) 1 _ ( / � I \ i �jo 7 j _ _ j _ _ WF- k 525 DREDGE AREA CALCULATION ESTIMATE \ _ / 4 1 7 / j _ - °, - - _ J. Sts k _ -.- \ DREDGE AREA'A' \ PROPOSED VINYL o p / PROPOSED LOW j _ - - _ - - ," ',.' • ... + _ ±57,832 CF ..:.:• . js - - \ BULKHEAD(TYP) 1 p x`4.5 SILL WETLAND 7 - - - - - wF-12_ _----- • - <. •;..',•..-: ° . ...>....o wF ��J °..H.. < ..:'T ... 14,00 SF AREA +84,00 \ 1 / / ±1,375 SFF-11 J� / 0 NET CUT = ±26168 CF - - \ 1 0 6' 0 \ k - : - 69 CY _ - ±9 w - .- _- -' . -...>. , .._::. . .....,.....�•, ° ..e ' .• w °. �� timber DREDGE AREA'B' j C)D6 _� �� . 1_ ,g� ' J Ur� / \ EXISTING VOLUME ±6,950 CF_c9 W / �- ' 291 - - % -�> -' �J�\ PROPOSED VOLUME 4'x±3,475 SF AREA ±13,900 CF . . '. . _ 6� / I NET CUT = ..w. .> .' .. . :.m_F rn 1 - ±6,950 CF r> CY 1 c5� .. 57 PROPOSED LIGHTING : CA /\ 1 W ...y .rn - „ �� .; - — T(TYP) \ _ 1 C'3 \ 1 c9 a• wF� . °��., �. D --�" o ' " :- `•.`.. �'` :_ <_:�� :.:.j- I \ \ TOTAL NET CUT - ±33310.� CP \ � ` •' " OS e S °_:�•' `► •O,L. �-.'..:� -1i_ ;..-:� � \ 1226 CY co \6 6� O ° „ �.- _ •. ';-' w<. '_Q OPOSED BOLLARD \ . ,,,�. ., - • PRNOTES \ LIG�••ITFN ONG \ w V` g " ° '_ ` \ SURFACE N� 1. EXISTING RIP RAP/RUBBLE DEBRIS AND OBSTRUCTIONS SHALL BE E • \ ' � '� � R MOVED AND DISPOSED OF AT A LICENSED °. . , DISPOSAL FACILITY OFF-SITE. i 0 w . n 1 5 15,00 - \ 2. APPARENT HIGH WATER LEVEL IS BASED ON THE SURVEY PREPARED BY JM LAND SURVEYING;JOHN MINTO,LS N, \s \ . , .,, _ y r \ \ \ \ - 1. } \ \ \ \ \ \ DATED AUGUST 1 02 AST REVISED MARCH 1 02 DATUM NAVD88. . HIGH WATER • • � 6 2 0 L p ,P • ? } ? W\ 3. APPARENT LOW WATER LEVEL IS BASED ON THE HYDROGRAPHIC SURVEY PREPARED BY SEA LEVEL MAPPING -' � DATED DECEMBER 2020,DATUM MEAN LOWER LOW WATER. 0 00 __'• )--. c NE PROPOSED DOUBLEWAL WALL �\ LI w �� t of way \ \ \ 11 "4� '`` T �- _ \ SYSTEM,AS MANUFACTURED BY 4. CONTRACTOR SHALL USE THE APPROXIMATE 1,226 CUBIC YARDS OF DREDGED MATERIAL TO BACKFILL RETAINED \ �0 1 per,; _�' >... ... A MFAN HIGH \ \ � DOUBLEWAL(TYP) �\ AREAS ON EASTERN AND WESTERN PENINSULAS,AND ADJACENT BEACH.COMPACTION SHALL BE IN MAXIMUM _ 15 0 WATER r `- �` ...-t ..\ (TW EL.7.0) VYATCR LINE � - 12"LIFTS. r, 51 \ \ c5` G \ \ PROPOSED STONE ARMAMENT TO REPLACE - — — Q O \ \ 5. CONTRACTOR SHALL INSTALL APPROXIMATELY 2,300 SQUARE FEET OF STONE ARMAMENT AT THE BASE OF THE 1 •� \ .� 'O EXISTING CONCRETE REVETMENT aT F A PROPOSED SEATING AREA / --2� _ _ J /° . 'a,,\\ �` \ t10 'a ±2,300 SF c� PROPOSED 15-FT WIDE OYSTER 0�d f/og q TOP LAYER SEAWALL AOFO3 FT NOMINAL SIZE STONE(1NG SOUTHERN SHORELINE F5 TONESTONE)RN I WITH AN UNDERLAYER OF 9"NOMINAL SNSULA)AS SHOWN. RIP RAP SHALL SZE STONEIST PROPOSED (50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. �¢ \ \ SHELL SURFACE(TYP)±4,200 SF E i �� / �� \ \ \ \ O AREAS TO BE DREDGED cP EL.8.0 6. WESTERN PENINSULA:LENGTH&LOCATION RELATIONSHIP BETWEEN EXISTING AND PROPOSED BULKHEADS: \ 6, AREA TO BE PLANTED WITH NATIVE a.LANDWARD OF EXISTING:LOCATION= 0 FT TO A DEPTH OF 6 FT c� SEASIDE PLANTINGS(TYP)±2,850 SF b.SEAWARD OF EXISTING:LOCATION=0 FT J` / co• 6� BELOW MLW(TYP) c.SAME LOCATION:LENGTH=320 FT EXISTING OSPREY POLE TO BE 7. EASTERN PENINSULA:LEN N V - G.Z. \ \ \ O RELOCATED TO WEST PENINSULA LENGTH PROPOSED BULKHEADS: \ \ AS SHOWN(TYP)) a. LOW SILL BULKHEAD:237 FT Land now or formerly of b. BULKHEAD:285 8. LENGTH OF PROPOSED SEAWALL:203 FT Southold Shores Association Inc. k.7Q \ ' ' \\\ c5` \ \ \ �` 9. AREA OF PROPOSED WETLAND: 1,375 SF DREDGE AREA'A' `� PROFt�E A 14,250 SF OD co o , PECONIC 11A Y 492 t. \\\ \ ✓�I I \ cp 0 Uri Opp O \ � 055 , �S 'O \\\ O ` �\ 0 20 40 3 RELOCATED OSPREY'S \. \ NEST(TYP) �� \ \ I \ 0A SCALE:1"=20' - - ` � I �. ° /\, \ \ \� \ 3. 2 ?�2� 0 1.0033. �3 i \ 2. U f ° ,;� i Southold Town 90 I II w ' � 6' s F3oard of Trust�os HIGH WATER NF 20 57 ;: �o� s -- \ \ \\\ \ No. REVISION DESCRIPTION DATE BY o \Q� \ ,p � \ \ \ S OWNER/APPLICANT: SAGE BASINE PARTNERS,LLC LINE \ �b \ -� DREDGE & PENINSULA Y /1_ 1760HSAGE DBLVD RESTORATION PLAN U ' , ` m SOUTHOLD,NY11971 04 is SITE ADDRESS: BRICK COVE MARINA I \ 1760 SAGE BLVD N ..� •O // \ \\ \ \ \ \ \ \ SOUTHOLD,NY11971 1760 SAGE BOULEVARD EXISTING STEEL BULKHEAD TO BE REMOVED AND \ r_ \ \ c5` J \ h \ 'O SITUATED IN n REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. c5` o TOP OF NEW BULKHEADEXISTING TOP OF BULKHEAD O 7n1 // \ O G \ GREENPORT I 0 F NES,. (TYP) 9O• K. TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOP OF EXISTING BULKHEAD EL.5.4 11'Ar \ '� \ 6' O � ; , N TOP OF PROPOSED BULKHEAD EL.6.9 0�11�3 Yrr / \ \ 6, r ' �� , SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 C - 1 0 PROPOSED LADDER 7 � i '`. N ATTACHED TO BULKHEAD �^ Robinson & Muller / \ e MID) \ s \ \ �o .172 , Engineers, P.C. �� \ .> 50 Elm Street o PROPOSED SEATING AREA / � '� \ � �;.�p�r � �°, �•.•� : .�OL ;... Huntington,NY 11743 a EXISTING FLAG POLE TO \ �6' "1 '6P _� , Office:(631)271-0576 REMAIN �p Matthew K.Aylward, PE WW�V.rmen63neerin Oco9m K3NEENNG a �q� a THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN NY State License No.093172 9 9 E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, -S DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=20' SHEET: _ 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY O c PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 \ DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 o AND AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. ^� 0 PROPOSED OYSTER SHELL SURFACE PROPOSED BOLLARD LIGHTING (TYP) PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS(TYP) PROPOSED DREDGED _ 4 PROPOSED DOUBLEWAL WALL SYSTEM,AS MATERIAL FILL FROM BASIN -- =_` MANUFACTURED BY DOUBLEWAL(TYP) &CHANNEL(±954 CY) ---_ =- PROPOSED STONE ARMAMENT TO REPLACEEXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS MANUFACTURED BY RAP REVETMENT CRANE MATERIALS INTERNATIONAL(CMI)OR APPROVED - - 124 g " - EQUAL(TYP) PL EL. 8.00 = TOP OF PROPOSED BULKHEAD (EL.7.00) TOP OF PR POSED WALL(EL.7.00) PROPOSED TIDAL WETLAND \j\\/ � .'<',, j: L.7; � ,%.' ' \\\j\\ TOP OF PROPOSED REVETMENT(EL 5.00) j PLANTINGS EXISTING BOAT BASIN �� ..:<.`. , .. \F. ♦. . :.''/,. MHW(EL. 1.20) ;'..; BOTTOM ' ;' `%,. `.,�;,\; .. ;�,'.`i `'.`:' ', . ;. , `:�;, .�`.� .,/�. :'\ ; MHW(EL.1.20) TOP OF�OW SILL BULKHEAD EL .3 MtVll .(Et:-1.00)'. \ \,`; . , ;r . .l; ." \. W(E - 0) R II 1 1 PROPOSED HORIZONTAL -4.00) / PROPOSEDMU ♦' r \ .. LAY LOG(TYP) PROPOSED 12"DIA. DREDGE MATERIAL TO BE TIMBER PILE(TYP) PROPOSED TIMBER REMOVED AND PLACED ON I i iii DEADMAN PILE(TYP) EXISTING PENINSULA PENINSULA UPLAND EXISTING MATERIAL TO I I I 1 1 GRADE (TYP) REMAIN PROPOSED BOAT BASIN BOTTOM i i I11 EASTERN PENINSULA CROSS SECTION A-A SCALE: s 11= 1' NOTE: DOUBLEWAL WALL SYSTEM MAY BE USED AS AN ALTERNATIVE IN LIEU OF PROPOSED NORTH FACING VINYL BULKHEAD. DREDGE AND MATERIAL PROPOSED RELOCATED DISPOSITION ESTIMATE OSPREY NEST ► g 6 PROPOSED DREDGED MATERIAL EAST PENINSULA EARTHWORK FILL FROM CHANNEL(±255 CY) a PROPOSED VOLUME ±6,350 SF PENINSULA AREA x 7 FT TALL WALL = ±44,450 CF PROPOSED VINYL BULKHEAD AS EXISTING VOLUME - ±26,000 CF MANUFACTURED BY CRANE " �A PROPOSED PLANTINGS UPLAND COASTAL NET FILL = ±18'6450 CF 83 CY MATERIALS INTERNATIONAL(CMI) WEST PENINSULA EARTHWORK OR APPROVED EQUAL(TYP) 'j PROPOSED VOLUME ±4,600 SF PENINSULA AREA x 1.5 FT FILL = ±6,900 CF TOP OF PROPOSED BULKHEAD(EL.6.90) TOP OF PROPOSED BULKHEAD(EL.6.90) NET FILL = ±6,900 CF TOP OF EXISTING BULKHEAD(EL. 5.50) /\/\/\\ \ \ \ \ \ \\ \\ \\ \ \ \\ \\ \\ \\ \\/\\/\/\ TOP OF EXISTING BULKHEAD (EL. 5.50) ±255 CY ! TOTAL DREDGE VOLUME: 1,226 CY " / .;.% iia t�• ;: PROPOSED 12"DIA. . \ 3 TIMBER PILE(TYP) `/% /.` v/', ' !/ ''' :\!%♦ti! ` %i i`\ I -'I �', `' f . \. \,°'f`'. . i MHW EL. 1.20) 1,226 CY-1683 CY+255 CY =288 CY EXCESS MATERIAL % !tit. %,\.'` ti,; % ! ♦ !/` /�;�' .^`'',` `� ANY EXCESS MATERIAL SHALL BE USED TO TRANSITION PROPOSED PATHWAY TO r. '., , . , , , .A. . '.'�. ','�'`. ;', ;.♦ > , ♦ . �``,`:, MLW(E -1.00) L. EXISTING MATERIAL TO 1 I I I REMAIN I I 1 1 1 1 I 1 MEET GRAVEL REVETMENT,AND BE DEPOSITED ON ADJACENT BEACH ABOVE MEAN HIGH WATER. r I III 111 I � I III 1 11 I E I II 1 III I `� I II 1 III I I III III I I III III I I I III III I N I III III I 04 I III III I c 0 0 WESTERN PENINSULA CROSS SECTION B-B E SCALE: $"= 1' co 0 N 0 4 8 O t 75I SCALE:1/4"= 1' d tt- 0 0 8 16 3 �. r FF, aWFE r knr C OYSTER SURFACE EL.8.00) SCALE:1/8"= 1' a TOP OF PROPOSED BULKHEAD Al u 2 �021, Ll.(_f a \ \ (EL.6.90) TOP OF PROPOSED BULKHEAD EL.7.00) g _ PROPOSED VINYL 2. - - - Southold Town BULKHEAD(TYP) 1 Board of Trus ees 0 c No. REVISION DESCRIPTION DATE BY o OWNER/APPLICANT: v 88'-O" SAGE BASINE PARTNERS,LLC CROSS SECTION DETAILS 1760 SAGE BLVD m SOUTHOLD,NY 11971 BRICK COVE MARINA EXISTING MUDLINE 04 o `! MLW(EL.0.00) MLW(EL.0.00) SITE ADDRESS: B 1760 SAGE BLVD SOUTHOLD,NY 11971 N I I DREDGE MATERIAL ' ...'`' ' 1760 SAGE BOULEVARD � TO BE REMOVED SITUATED IN AND PLACED ON I`♦ '. .;,\ ! ` . ` `l_ OF � \ i II II I RETAINED UPLAND r *'``,r.�l„ �` / ':;f',`. :.;`♦\•.'./r`\ti/`f'�`` if::`;.:� / ,, ♦'r" f GREENPORT AREAS OF EASTERN joN TOWN OF SOUTHOLD, SUFFOLK COU NTY, NEW YORK WESTERN PENINSULAS TYP I :... / :, /,/ ',/r`ti . `' .'' .`• %;`,. r/. / / / ! ` . \ \ `, ` '♦ ` :I I I I I SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 . 1 1 I `� ♦ ♦ .:/' f. ` �,A �`\ r, ♦ r ;`r. `�' ` ;`\.: /`'., EL.-6.00 4 if Robinson & Muller Cq Engineers P.C. 1 .4 , �. .. ',u 50 Elm Street _F CL ��. a :, Huntington,NY 11743 DREDGE CHANNEL CROSS SECTION C-C Office:(631)271 0576 N _ Matthew K.Aylward, PE Fax:(631)271-0592 ii SCALE: .1"= 1' NY State License No.093172 www.rmengineeri'ng.com THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, DWN.BY: DJG CHK'D.BY: MKA SCALE: AS NOTED SHEET: 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY cs PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 AND DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 o AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. 0 PROPOSED STONE ARMAMENT TO REPLACE EXISTING CONCRETE REVETMENT PROPOSED VINYL PROPOSED NATIVE SEASIDE PROPOSED BOLLARD LIGHTING PROPOSED DOUBLEWAL WALL PROPOSED 15-FT WIDE BULKHEAD (TYP) PLANTINGS(TYP) (TYP) SYSTEM,AS MANUFACTURED BY OYSTER SHELL SURFACE DOUBLEWAL(TYP) (TYP) 3 8.1' 183.9' 8.8' TOP BULKHEAD 7.00 21 .. " TOP REVETMENT 5.00 , E , 00 o ^ MHW ELEV. 1.20 Ta , II I MLW ELEV.-1.00 '' ^^•' mx n 1§`r� ^.... II r:?:;ritll I Ik:` c I I': liI d I I, :" i <i91I iSl E i I€ i€ti!;fil m° II,i'IIi, ±iTII I 0 I N O N 7 SOUTH VIEW OF EASTERN PENINSULA PROFILE SCALE: 1"= 10' A 0 10 20 N ® � c [� J 3 ' V [' SCALE:1"= 10' 0 AUG 2 2. a 3. - d U C 0 2• - - Southold Town 1. - - _ Boa__rd of Trustees __. No. REVISION DESCRIPTION DATE BY o OWNER/APPLICANT: 1760S0 SAGE AEBLVDRTNERS,LLC EASTERN PENINSULA PROFILE 1760 SAGE BLVD M SOUTHOLD,NY 11971 o SITE ADDRESS: BRICK COVE MARINA 1760 SAGE BLVD N O sourFIOLD,NY11971 1760 SAGE BOULEVARD u `2 SITUATED IN i of GREENPORT N cli TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 ^o Cq Robinson & Muller �1" I Engineers, P.C. �FD J331� o ESS�d` °/ \ `\ \ ., 50 Elm Street e` a :. '::.,,<:; \ Huntington,NY 11743 IN I Office:(631)271-0576 N Matthew K.Aylward, PEFax:(631)271-0592 ErNki- INEENN(-� www.rmengineering.com NY State License No.093172 6 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"= 10' SHEET: �_ 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY 3 PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 o AND AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. 0 I I N P INTERTIDAL WETLAN LOCATED±120 S COASTAL UPLAND ZONE-PLANT LIST AREA TO BE DRE ED TO A DEPTH OF 4 FT Qlr ! signs BELOW MLW(TYP) PROPOSED LOW SILL BULKHEAD(TYP) m TYPE ID QTY BOTANICAL NAME COMMON NAME V (TW @MHW EL. 0.00) PROPOSED BOLLARD SIZE SPACING SURFACE TYP tyT DREDGE AREA' - INTERTIDAL WETLAND LIGHTING ALONG � W ADpEDf8 $F (TYP) ! planters PROPOSED INTERTIDAL WETLAND±1 375 SF �� - o _ 100 Asclepias tuberosa Butterflyweed 18"O. \ INCLUDING±85 SF ADDED&±85 SF MODIFIED C o \ \ (SEE TIDAL WETLAND ZONE PLANT LIST) / \ R�L�EEA (TYP) f _ 100 Baptisia australis Blue False Indigo PLUG 18"O.C. + \\\\ INTERTIDAL WETLAND AREA_235 SF W .00 S _ / OF WHICH±150 SF RELOCATED 100 Eupatorium hyssopifolium Late Boneset PLUG 18"O.C. ±85 SF MODIFIED _ PROPOSED VINYL / i \ • ° 100 Euthamia graminifolia Flat-top goldenrod PLUG 18"O.C. BULKHEAD (TYP) • � ° , r 6.50° ° ° Heliopsis helianthoides Ox-eye Sunflower PLUG 18"O.C. x�° 100 / A - a• �'` a? 'x� '�� ° ° ° z 100 Hibiscus moscheutos Rose Mallow PLUG 18"O.C. ',• • • ° �7.501°, aw, 55 Hudsonia tomentosa Beach Heather 3 QT 18"O.C. \ , ° ° ° ••••° • 55 Opuntia humifusa PricklyPear c , 8 00 - - ° �. _ cT • -' ° �' + 100 Solidago sempervirens Seaside Goldenrod " \ � • � °A <, v. v ° v vQNr_e - . 18 O.C. nc um novl New or aster�• elgii N York t PLUG 18"O.C. w ° °° ° • • �� ` Zizea aurea GoldenAlexander 18"O.C. lob 100 G Id PLUG n ropogon v rginicus Broom sedge r i " \ / i ° �- _. 100 A d PLUG 18" O C , .i \ �• Q - - - Panicum virgatum Switchgrass PLUG 18" O.C. 100 PROPOSED BENCH LOCATION (TYP) 100 Schizachyrium scoparium Little Bluestem PLUG 18"O.C. PROPOSED DOUBLEWAL WALL > P` �� \, �,! \ � - - SYSTEM,AS MANUFACTURED BY � 8 Baccharis halimifolia Groundsel bush 1 GAL 60"O.C. DOUBLEWAL(TYP) PROPOSE STONE ARMAMENT TO REPLACE EXISTING CONCRETE REVETMENT m 39 Myrica pensylvanica Bayberry 1 GAL 60"O.C. D CR PROPOSED SEATING ±2,300 SF AREA 50 Prunus maritima Beach plum 1 GAL 60" O.C. \ PROPOSED 15-FT WIDE OYSTER SHELL SURFACE (TYP)±4,200 SF Rosa vir ini n � '` � • % \' � \ '� � 33 g a a Low-pasture rose 1 GAL 60 O.C. AREAS TO BE DREDGED PROPOSED COASTAL UPLAND PLANTING±2,850 SF ' V TOA DEPTH OF 6 FT (SEE COASTAL UPLAND ZONE PLANT LIST) BELOW MLW(TYP) C. 18 Juniperus virginiana Eastern Red Cedar 5 GAL 96"O.C. EXISTING OSPREY POLE TO BE w / ZQ RELOCATED TO WESTERN 3 Prunus serotina Black Cherry 5 GAL 96"O.C. G % EXISTING STEEL BULKHEAD TO BE REMOVED AND PENINSULA AS SHOWN (TYP) i \ j REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. i 12 Pinus strobus Pitch Pine 5 GAL 96"O.C. TOP OF NEW BULKHEAD SHALL BE 18"ABOVE EXISTING TOP OF BULKHEAD (TYP) • / DREDGE AR pROF1�E A - EA'A' TIDAL WETLAND ZONE PLANT LIST TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING _ 600 Spartina patens Saltmeadow Cordgrass 18"O.C.� � - PLUG (SEE COASTAL UPLAND ZONE PLANT LIST) RELOCATED OSPREY'S ' • • NEST(TYP)_ BOUNDARIES KEY � •, .•.•.• •.• � \ ;' i`� — — PROPERTY LINE �•��•� \' °��`� S \ , MEAN HIGH WATER MHW EXISTING STEEL BULKHEAD TO BE REMOVED AND • • / \ i. (MHW) REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. ' , TOP OF NEW BULKHEAD SHALL BE 18"ABOVE �'� •• • G MEAN LOW WATER MLW EXISTING TOP OF BULKHEAD (TYP) ) TOP OF EXISTING BULKHEAD EL. 5.4 '�� TOP OF PROPOSED BULKHEAD EL.6.9 \ �' ! \ ��, WETLAND LINE 20 O 10 20 40 PROPOSED LADDER ATTACHED 7 TO BULKHEAD(TYP) PROPOSED SEATING AREA \ EXISTING FLAG POLE To / 1 FNa-y MITIGATION KEY REMAIN / i OVERALL PLAN . TIDAL WETLAND ZONE ( ±1,375 SF) SCALE: 1 " = 20' COASTAL UPLAND ZONE (±2,850 SF) PROPOSED OYSTER SHELL SURFACE EL 26 _.._ _ EL 26 A OYSTER SHELL SURFACE (±1 ,375 SF) EL 24 _... _ _ EL 24 PROPOSED BOLLARD LIGHTING (TYP) EL 22 EL 22 NORTH INTERTIDAL ZONE +270 SF PROPOSED SLOPE TO BE PLANTED WITH (- 1 COASTAL UPLAND PLANTINGS(TYP) EL 20 ,` __ EL 20 TO BE RELOCATED 1 PROPOSED RELOCATED OSPREY NEST - aIAL FILL EL 18 EL 18 PROPOSED WALL SYSTEM,AS FROM BASUN &CHANNEL ER954 CY _ _ ,`r- PR MANUFACOPOSED OTURE BYL OUBLEWAL TYP __---- - PROPOSED DREDGED MATERIAL ( ) 1 - PROPOSED STONE ARMAMENT TO ( ) EL 16 FILL FROM CHANNEL(±255 CY) 1}a'ir1{ EL 16 NORTH INTERTIDAL ZONE (±170 SF) EL 14 _ irI h,",._ __ __ -�_ REPLACE EXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS {k'#�',\l - EL i4 TO BE MODIFIED/ADDED PROPOSED VINYL BULKHEAD AS MANUFACTURED BY CRANE _ __ RAP REVETMENT MANUFACTURED BY CRANE � {1, }' PROPOSED UPLAND COASTAL PLANTINGS MATERIALS INTERNATIONAL CMI OR APPROVED EQUAL TYP 6'-0" - '" 15'-0" -0" EL 12 ;t'� 4'{1;.1'11-� EL i2 _ j MATERIALS INTERNATIONAL(CMI) Al i �' DREDGE AREA 'A' 6.0' ±14 250 SF ( ) ( ) EL 10 (TYP) r'[M1 I, ,4,��tr� _EL10 , (EL.8.00) _ .�---� OR APPROVED EQUAL TYP .,, ., _' ,; _r�. ,u' TOP OF PROPOSED BULKHEAD (EL. 7.00) „ TOP OF PR POSED WALL(EL 7.00) EL$ TOP OF PROPOSED BULKHEAD EL.6.90 ?, ° ( ) h' TOP OF PROPOSED BULKHEAD (EL.6.90) EL8 _...._. ± DREDGE A _ - RE EL 6 TOP OF EXISTING BULKHEAD EL 5.50 . _, _ __. . _; AREA 'B' (4.0')4.0 _3 PROPOSED TIDAL WETLAND PLANTINGS TOP OF PROPOSED REVETMENT(EL. 5.00} - _ _) ,TOP OF EXISTING BULKHEAD (EL. 5.50) EL6 ( ) ( ,475 SF) 1 EL 4 PROPOSED 12" DIA.TIMBER PILE TYP _ EL 4 ( ( ) _ MHW(EL. 1.20) MHW EL. 1.20)_ MHW EL. 1.20 EL _ ;i MHW(E L. 1.20) No. DATE REVISION: TOP OF LC W SILL BULKHEAD (EL. 0.33) _ gy: •- __ MLW(EL.-1.00)_ __... EL O - MLW(EL.-1.00) ELo -_- — n r-' MLW EL.-1.00 ;' Ni _ = r „' - -EL_2 EXISTING MATERIAL TO REMAIN _ ( ) I \; EL-2 MITIGATION PLAN BY: CC (EL.-4.00) PROPOSED MUDLINE PROPOSED HORIZONTAL EL-4 I III III { I I I L_I LAY LOG (TYP) ___ _LII I I L i EL 4 BRICK 7 COVE MARINA AUG 2 nn l TE: 07/1s/2ozl EXISTING BOAT BASIN BOTTOM EL 6 (�>>:..1 I I I {{ I PROPOSED TIMBER III III I SITUATED AT 'D Br: as DREDGE MATERIAL TO BE REMOVED I III III DEADMAN PILE(TYP) EXISTING PENINSULA GRADE (TYP) - ---EL-8 �—- -__r_�,__- AND PLACED ON PENINSULA UPLAND III III 1760 SAGE BLVD, GREENPO �,,;,;rnc}d Town 2021 SC�UTHC�L�, SUF�F=CALK COUNTY, NE FC' �f ire:>jtes 07�1s� I III EXISTING MATERIAL TO REMAIN III III SCTM:DIST 1000,SECT.057,BLK.01,LOT 38.3 ,��; 21009 PROPOSED BOAT BASIN BOTTOM ( III III PROPOSED 12" DIA.TIMBER PILE(TYP) III III I III I III 1 I , , Ff_E No: EASTERN PENINSULA CROSS SECTION A-A WESTERN PENINSULA CROSS SECTION B-B NELSON, POPE &VOORH1S, LLC CA4D 211009-j3MP N ■ MAXOBS FW>A3,, MIELNILLI0, N.Y. Q - SCAL E: $" = 1' SCALE: �" = 1 ' �,�/ SCALE 11-W 8 c4537)o .4a"7-45464545 Fm.o.x c4561S1Do 427-4545z01 SHEET t OF 1 r COASTAL FISH&WILDLIFE HABITAT ASSESSMENT FORM Name of Area: Conkling Point Designated: March 15, 1987 Date Revised: May 15,2002 County: Suffolk Town(s): Southold 7% Quadrangle(s): Greenport,NY; Southold,NY Assessment Criteria Ecosystem Rarity(ER)--the uniqueness of the plant and animal community in the area and the physical,structural,and chemical features supporting this community. ER assessment:Relatively small,undeveloped sand spit and marsh,rare on north fork of Long Island. 0 Species Vulnerability(SV)--the degree of vulnerability throughout its range in New York State of a species residing in the ecosystem or utilizing the ecosystem for its survival. SV assessment: Least tern(T)and piping plover(E, T-Fed)nesting. Common tern(T) nesting has occurred,but additional documentation for this species is required. Calculation: 36+(25/2)= 48.5 Human Use(HU)—the conduct of significant,demonstrable commercial,recreational, or educational wildlife-related human uses,either consumptive or non-consumptive,in the area or directly dependent upon the area. HU assessment:No significant fish or wildlife related human uses of the area. 0 Population Level(PL)--the concentration of a species in the area during its normal, recurring period of occurrence,regardless of the length of that period of occurrence. PL assessment:No unusual concentrations of fish and wildlife species occur in the area. 0 Replaceability(R)--ability to replace the area,either on or off site,with an equivalent replacement for the same fish and wildlife and uses of those same fish and wildlife,for the same users of those fish and wildlife. R assessment: Uncertain of ability to replace. 1.0 Habitat Index= [ER+ SV+HU+PL] =48.5 Significance=HI x R=48.5 Page 1 of 6 NEW YORK STATE SIGNIFICANT COASTAL FISH AND WILDLIFE HABITAT NARRATIVE CONKLING POINT LOCATION AND DESCRIPTION OF HABITAT: Conkling Point is located approximately two miles southwest of the Village of Greenport, on Shelter Island Sound, in the Town of Southold, Suffolk County(7.5' Quadrangles: Greenport, NY; and Southold,NY). The fish and wildlife habitat is approximately 25 acres in size, consisting of a narrow, sparsely vegetated, sand island, a small protected bay, salt marsh, and tidal flats. Conkling Point is generally undeveloped and privately owned. However, the area is bordered by high density residential development to the north, resulting in some recreational disturbance of the habitat. FISH AND WILDLIFE VALUES: Conkling Point is a relatively small coastal wetland area, similar in nature to many other points around the Peconic Bays shoreline, but important as a habitat for wildlife. This area has served for many years as a nesting site for least tern (T) and piping plover(E, T- Fed). Approximately 1 pair of piping plover annually nested at Conkling Point during the 1987- 1996 period. These numbers have decreased slightly since the early 1980s,when around 3 pairs of plover nested at this-site annually. The concentrations of terns nesting at Conkling Point were the second largest and largest on the north fork of Long Island in 1983 and 1984, respectively. During these years concentrations reached 45 and 100 nesting pairs. Least tern nested at Conkling Point consistently during the 1987-1996 period, with annual number of pairs ranging from 0-42, and the annual average at 19 pairs. The peak of 42 pairs occurred in 1988, with numbers declining to zero in 1996. This species reappeared in abundance in 1997 (68 pairs), but did not nest in 1998. Around 11 nesting pairs of common tern(T) were documented annually at Conkling Point during the early 1990s, but this species has not been observed since 1993. Historically, the population levels of least terns and piping plovers were unusual in Suffolk County. The tidal wetlands at Conkling Point serve as feeding areas for the terns and many other wildlife species. The recreational soft-shell clam and hard clam shellfisheries, as well as a finfishery, at this location are of local importance. Page 2 of 6 IMPACT ASSESSMENT: The fish and wildlife resources of this area could be affected by modification of public access to and/or use of the area. Habitat modifications which substantially change the natural character of the area, such as residential, commercial, or industrial developments would have a significant impact on many wildlife species in the area. Undeveloped areas in and nearby Conkling Point that are currently privately owned have been identified as acquisition priorities by the Town of Southold. Nesting shorebirds inhabiting Conkling Point are highly vulnerable to disturbance by humans, especially during the nesting and fledging period (March 15 through August 15). Significant pedestrian traffic or recreational vehicle use of the beach could easily eliminate the use of this site as a breeding area and should be minimized during this period. Recreational activities(e.g., boat and personal watercraft landing, off-road vehicle use,picnicking)in the vicinity of bird nesting areas should be minimized during this period. Predation of chicks and destruction of eggs or nests by unleashed pets (e.g., dogs, cats) and natural predators may also occur, and predator control should be implemented where feasible. Fencing and/or continued annual posting of shorebird nesting areas should be provided to help protect these species. Control of vegetative succession,through beneficial use of dredged material or other means may improve the availability of nesting habitat in this area. Unrestricted use of motorized vessels including personal watercraft in the protected, shallow waters of bays, harbors, and tidal creeks can have adverse effects on aquatic vegetation and fish and wildlife populations. Use of motorized vessels should be controlled (e.g., no wake zones, speed zones, zones of exclusion)in and adjacent to shallow waters and vegetated wetlands. Loss of the salt marsh habitat,through elimination of tidal connection, ditching, excavation, or filling, would result in a direct loss of valuable habitat and value as a food resource for many wildlife species. Construction of shoreline structures, such as docks,piers, bulkheads, or revetments, in areas not previously disturbed by development,may result in the loss of productive areas which support the fish and wildlife resources of Conkling Point. Alternative strategies for the protection of shoreline property should be examined, including innovative, vegetation-based approaches. Control of invasive nuisance plant species, through a variety of means,may improve fish and wildlife species use of the area and enhance overall wetland values. Page 3 of 6 KNOWLEDGEABLE CONTACTS: Habitat Unit NYS Department of State Division of Coastal Resources 41 State Street Albany,NY 12231 Phone: (518) 474-6000 NYSDEC—Region 1 State University of New York,Building 40 Stony Brook,NY 11790-2356 Phone: (631) 444-0354 Wildlife Manager NYSDEC—Region 1 State University of New York, Building 40 Stony Brook,NY 11790 Phone: (63 1) 444-0310 Bureau of Marine Resources NYSDEC 205 N. Belle Meade Road, Suite 1 East Setauket,NY 11733 Phone: (631) 444-0430 Finfish and Crustaceans NYSDEC 205 N. Belle Meade Road, Suite 1 East Setauket,NY 11733 Phone: (631)444-0436 New York Natural Heritage Program Wildlife Resources Center 700 Troy-Schenectady Road Latham,NY 12110 Phone: (518) 783-3932 Town of Southold Town Hall 53095 Main Road; P.O. Box 1179 Southold,NY 11971 Phone: (631) 765-1801 Page 4 of 6 Office of Ecology Suffolk County Dept. of Health Services Bureau of Environmental Management County Center Riverhead,NY 11901 Phone: (631) 852-2077 Paul Stoutenburgh 4015 Skunk Lane Cutchogue,NY 11935 Phone: (631) 734-6605 Page 5 of 6 rue - ; za , B25 69 25 12 HASHAMOMUCK POND `= ' s_= ', ` / f -- -Pipee ZZ a ° Ac o�,_r.. O a - _ Pipes a� yts •Q• :b'f,•,fads -� •.c ••�` 3 r,, "► '�,� •e — �` '_ Cove rr „Mann APS l a6 IcKam ., , r• a Conkling Z- T Pt }�,�'- .i t-- �'�_ ,•—k—�4ar'' 1 a a a 3 Conkling..t /CONKLING POINT-— — 83 Jennings Pt 9r • :' l' rr 0 , •icy•••L; { 6 5J/ 42 51 r', PORT OF IGYPT ISLAND Beikedon ° 2s 7 . O sr )b o 14 53ISLA 3 20,^t •OI l` 26 r8 Significant Coastal Fish and Wildlife Habitats " ®New York State Department of State Conkling Point 0 2000 4 �• Hashamomuck Pond Division of Port of Egypt Island Coastal Resources feet Page 6 of 6 Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No. 1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 Y Photo 1:View from atop the westerly peninsula looking northeast across inlet towards easterly peninsula. ir • l �. '. Photo 2: View from atop the westerly peninsula looking northeast across inlet towards easterly peninsula. MA NPV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No.1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 Photo 3:View from marina looking southwest over boat basin towards peninsulas and inlet. ' I 1 r' 11 r.. y f V= Photo 4: View from atop the easterly portion of the easterly peninsula looking west. NPV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No. 1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 r . l !mow _ � .i �' �• A • �;,t v Photo y:View from south shoreline of the easterly peninsula looking west towards inlet and westerly peninsula(in the distance). X -ar, 4n �- r:rJ Photo 6:View from the south shoreline of the easterly peninsula looking east. NPV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No.1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 t; ..Nt Ank. Photo 7: View from western point of the easterly peninsula looking east over eroded shorelines of easterly peninsula. a Photo 8:View from northeastern bank of easterly peninsula looking over south area of boat basin and northern shoreline of the easterly peninsula. NPV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No.1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 it Photo 9:View from atop the eastern shoreline(bulkheaded)of the westerly peninsula looking north(inlet on the right and western portion of marina boat basin in the distance). { L • r � Photo 10: View from atop the western(bulkheaded)shoreline of the westerly peninsula looking south over the point of the westerly peninsula towards seaward side of the inlet channel. NPV �Q L y Albacore Dr A/bocore Dr 8 �V t FIGURE 1 Brick Cove Marina NPV LOCATION MAP Greenport, NY Source: ESRI WMS Scale: 1 inch=300 feet Preliminary Analysis ®i ®ie - j t . ` i I� o � m FIGURE 2 Brick Cove Marina NPV AERIAL PHOTOGRAPH MAP Greenport, NY Source: NYS Orthophotography, 2016 N Scale: 1 inch =500 feet A Preliminary Analysis ° Pipes C Albertson Ln Zoning CV a) AC `�fj , AHD - B HB 'rarp � - HD &C7 Ll LB LIO MI A. R-40 R-80 RO RR FIGURE 4 Brick Cove Marina NPV ZONING MAP� Greenport, NY_ Source: ESRI WMS;Town of Southold Zoning,2016 N Scale: 1 inch=1,000 feet Preliminary Analysis Wd W R -, CuB HaA T 1 13 CuB W Ca Ma W Ra B W PIB RdA PIB Ma HaA Aibacoje t,, All,a�orc PIA-Plymouth loamy sand,0 to 3 percent slopes Wd , Bd-Berryland mucky sand PIB-Plymouth loamy sand,3 to 8 percent slopes o Ca-Canadice silt loam Rc-Recharge basin S is CpC-Carver and Plymouth sands,3 to 15%slopes RdA-Riverhead sandy loam,0 to 3 percent slopes \ CuB-Cut and fill land,gently sloping RdB-Riverhead sandy loam,3 to 8 percent slopes o a' Fd-Fill land,dredged material Su-Sudbury sandy loam HaA-Haven loam,0 to 2 percent slopes Tm-Tidal marsh S U HaB-Haven loam,2 to 6 percent slopes W-Water Ma-Made land Wd-Walpole sandy loam,coastal lowland,0 to 3 percent slopes FIGURE 5 Brick Cove Marina NPV SOIL MAP� Greenport, NY_ Source: ESRI WMS;Town of Southold Zoning,2016 N Scale: linch=300feet A I --- I Preliminary Analysis aQ 0-3 S''9e Blvn S qp A JI TcL Mb - tT ro NYSDEC Freshwater Wetlandsc Q b NYSDEC Tidal Wetlands °"to -,A• FC Formerly Connected b O FM - Fresh Marsh HM - High Marsh f h a LZ Littoral Zone r "� " t3 m. SM -Shoals, Bars, Mudflats a ro T}O`j C icf�'Tq'❑y�br�-"� �o c 4 .Y � �/�iq�ny,�' ��i �� _ C. yn- FIGURE S h Brick Cove Marina NPV NYSDEC WETLANDS MAP Greenport, NY Source: ESRI WMS; NYSDEC Fresh and Tidal wetlands N Scale: 1 inch=300 feet Preliminary Analysis PEM1E' E2SS7 P PEM,1 E PUBH E2E 1 P H IL PSS1E PUBHx E2EEM1P P-4S��1 E� �3ipoh Or EEM5E' `1F1UB 8 E2US2P E1A131L, HABR, E1ABL, E1UBLx - Estuarine and Marine Deepwater ,E2US2P E2EM1P, E2SS1P, E2SS2P- Estaurine and Marine Wetland ElAB3L/ PEM 1E, PEM2E - Freshwater Emergent Wetland PF01E, PSS1E - Freshwater Forested/Shrub Wetland PUBH, PUBHx - Freshwater Pond E1AB3L Ex -E1AB3'- FIGURE 9 Brick Cove Marina N P V NATIONAL WETLANDS INVENTORY MAP Greenport, NY Source: ESRI WMS; US F&W NWI Scale: 1 inch =300 feet Preliminary Analysis V t ` -vivo , fg � r .e PT a • ..A � �V i FIGURE 10 Brick Cove Marina HISTORICAL Greenport � NPVNYSDEC TIDAL WETLANDS MAP Source: ESRI WMS; NYSDEC,opdgig.dos.ny.gov NYSDEC Article 25 Scale: 1 inch=200 feet Assessment 3.. r ' w io 1,177 25BCU E� I t L VE .. T gRPpN (EL 7) - ZD -� N E (EL 6) 4 A� q�eqC -Y ZONE VE'• , . •;:� •. .� _ • OR ,. , : E • _ f ZON E FIGURE 11 Brick Cove Marina NPVFEMA FLOOD FIRM PANEL� Greenport, NY_ Source: ESRI WMS; FEMA, msc.fema.gov N Scale: 1 inch =300 feet Preliminary Analysis h�e N� �!V 4c 4e �4 'rd J� D Public Land Town of Southold Town Land Preservation State of New York This area within Southold Police District, Greenport Fire District and Greenport Schools. FIGURE 12 Brick Cove Marina NPV� PUBLIC LAND MAP Greenport, NY_ Source: ESRI WMS; Suffolk data N Scale: 1 inch =500 feet Preliminary Analysis - j i r z 1 1 � i y � 4 low t FIGURE Al Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2020 Scale: 1 inch = 150 feet } a j i N A FIGURE A2 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2004 Scale: 1 inch = 150 feet S #-► 41 Y 1 r , FIGURE A3 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2001 Scale: 1 inch = 150 feet db 3a. ¢. Fdd 'J s fA It FIGURE A4 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: EDR 1985 Scale: 1 inch =500 feet CA M 4 .6 �... Pik /� A FIGURE •AERIAL PHOTO MAP i • - . . Source: D• 1976 Scale: 1 inch= 00 feet 40 b_ p N A FIGURE A6 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: EDR 1970 Scale: 1 inch =500 feet it.011111 BOARD OF SOUTHOLD TOAVN TRUSTEES SOUTHOLD, NEW-YORK 15 DATE: JANAR Y23 1013 PERMIT NO. S621 1SSU1CD 'tO: BRICK COVE A"Ir1RI1VA PROPERTY ADDRESS: 1760 SAGE BLVD.,SOUTHOLD S&W,574-383 AUTHORIZATION A r. Town Code�f the Town of Southold and in Pursuant to,the provisions of,Chapter 275'91 the Tc n January 2 and accordance with the Resolution of the Board of Trustees adopted at emeeiingheido' .26 09 `r, ~;r in consideration of application fee in the sum of WAIVED as per'T6wn Board Resolution#2012-885 and subject to th&Terms and Conditions as stated in the Resolution,the Southold'Town Board of frustees authorizes and permits the following: Wetland Permit to restore two areas along the southern section of subj"ect property that''experienced severe erosion as'a result offlurricahe Sandy; (2.Q ton. landward and subject-areas will be reitored by the placement of boulders pAraliel,to'the highvyaier mark; the eiisting concrete rip-rap will be re-configured I where necessary in*orderto make the plac6ment-of the-boulders optimal; additionally, landward of the proposed boulders and the escarpment isto be backfilled the area usinc-c will be graded ill 0 1�an filLobtained from,an,upland soutM(50 cy. the,backfi ach.Grags (AmMop a. and grobmed4 and planted wllth�Cape Anierican*Be lyfe-ol gulat.1);"and as depicted'on'the'site" Nn- reoared by'Suffolk Environtheintal p_ T Consulting,Ilii t dated be'cembek 20'2011afid staruge-d'a-pprovedvn January 23, 5 Cons g, c.,, as 2013. , teS wiTNESSvvT1Ekt6F,the said bo' �ra bf, trust'e'e§--hcr'eby causes its CorIiora_ eat to be affixed; IN I and these presents to be subscribed by a majority ofthe said Board,as of this,date.. -�Sljf :'Ddvd Berecn-Absent CD, C,* --vw !' 1 ' SOUTHOL, D TRUSTEES T 11' I •1„ r.l '':!�'" ,' �{�. ,+�;i �M!`�,,ty i1�1E` t�'`�t� I, 1 , , t .r� �, ,1 ; r�„ , , '1 ,,,' 1.('i• ,I, P f, `ll` �'.`v ',1. `„ e lil,i J ll,I ,,, r't 1 li }t, ; 5 ,' diess-112h0l, •' �, .fl r'iA� � ,•�� .S, ,� , 1r1{ ul' .1,' - �� ti{:` rtP �,+f'i p` `cc � I'f�t, r'`I 'h ,•, '• � '�f t1p�' f,; `4n 'A' ';' ` tl' .t, r`3 „' I yt1 t,,1r r;' fl +'' ,i 6y.k Il' 1 .1'1=I �1'� `{ 1 ,,.ti; „s {.,« ,y�.i i'SII ,�• ,'=t vl,' '�i t `,ci 'i'i '' qtr"1 .+y❑ Sit '!' y' I' i' �, t',+\i 6', hi •t '!� � . ;1i i , '., �'t' ;{, ,.11, �I ',} ''1 `�,14' ,t• i„ 1i`,,1'`� '1' 7 ;c, Ft 't'„ „ - , • 1 ,t y,1�, 4 ,II , li`I i'Y,T of r,,`,1 ,i,i F=, ,i •'ty�*' ;,�1' ,, 1rt r i 1', l 1 "i v d' .•{ r` ,I,'' r, �'•1 raft" ;. 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'tx I ,�'t'=� 'li il'',+I {, I't,li ll1.,l4t I,y, '1 it ,I,,t� ,Pi' 1 k' ili l� , '.11,1 y�I il. �1,, I 'I �, ,t;) N',r+ ;S'' I;SILlilk �I ,f , ,�'��'.��1 '# 41,E , 'J 't 1'� '1 - i' 111f,f�' :+ ,If'/, r{ •i� "I` t i `1J 1• ul,d '�&'I l t t�, A I I�,A ':1} 1 'f, 1„",/�{,` 1, ,I ,� ` I I1 ri11 t 1, ' Ft.� i k„ I I E I 85-20-1(i103)-9d New York State I . Department of Environmental Conservation Amasiow NO.TICE w.rr NOW 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 the approved work and any Department conditions applied to the- approval,* Y contact the Regional Permit- Administrator. listed below. Please refer to the permit number shown when contacting the DEC.. ' - Regional Permit Administrator Perrn�t NumberJq73_9--00M110001;- ROGER EVANS I - I Expiration Date - - I NOTE: This notice is NOT a permit ` NEW YORKSTATE DG►'A►tTi19ENT OF EfYV1120(YA1[:iY'1'AL CONSERVAT►ON Facility DEC:ID 1-4738-00609 � DI?CApproval , 13y acceptance of this permit, flee permittee agrees that the pci'anit is contingclit up'oli strict compliance witli (lie UCL,all applicable regulations, and all conditions included as'part of this permit. Permit Administrator: GEORGE W I-IAMMARTH, Deputy Regional Pcrm'it Administrator Address: NYSDI--C REGION 1 1-11;ADQUARTI-,RS SUNY'@ S'T'ONY IIIZOOK150 CIRGLE RD STON)' BROOK, NY 1 1 790-3409 Authorized Signiturc: 1I EIA � Date 1071.5 ®� CDistribution,List SUFFOLK FNVIRONMENTAL.CONSULTING INC SHERRI 1, AICi-IER Permit Coulponents NATURAL RESOURCL; PERM1"[ CON[7ITIONS WATER QUALITY LI'1 Y Q11.-RTIFICATION,SPI1'CII'IC'CONiATION GI'-,'NERAL CONDI17ONS, APPLY'1.O AIL,A1_TI-IORIZF,D PERMITS NOTiFIC'ATION OF OTHER PF-M41" 11711"ll, OI31 1C;A'I'(()A+S � [:NIAtURAL RES0URCC'PElI1V JT-CONDFT10NS' .�g�ply to the Followingi-4-mats: TIDAL WETLANDS; WATER QUALI'T'Y CERTIFICATION; � ' , EXCA VATION &-FILL,, N NAVIGA6LE WATERS' 1. Dredging,Prohibition Period Dredging is s 'ecificall g !? 1 prohibited from.Iauuai-a 15 tlirou,jh 101x} 1S of each year to protect spawning vVinter flounder. Ili addition,'dredging is Prohibited from .Tune l through Septeiiibcr•30 of each Year'to protect spawning sliellfish and/or spawning ' 2. Nofici of(:oniniencement At least 48 hours prior to commencement of the project, the peiinittec and contractor shall si�� l �n and return the,top portioii of the enclosed notification form certifying thaft hey arc frilly av�are o1'and understand all teiins aild conditions of this permit. Within 30 days ofcomplction of I,roicct. the bouotn portion of the 1'oi m must also be signed and returned aloe the comrlefed wo,I-k. b With photographs of • +t DEPARTMENT OF.THE ARMY ` NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA f' ,-x NEW YORK,N.Y.10278-0090 ' REPLY TO ATTFNTION OF , REGULATORY BRANCH'' SEP O .2 2095 SUBJECT: Permit Application ,'File Number NAN-2015-00528-EMC .by Brick Cove Marina for boat ramp.maintenance in Peconia Bay tributary of Shelter Island Sound at 'Town of Southold, SuffolkCCounty' New,York 1. PERMITTEE: Diane"Vail Brick'C,'ve Marina „ I 'P.Q: Box 455 w Southold,'NeW York 11971 1 •` 631;-477-08'3,0 ' '. , : , , ,. •",= . , • '. '. : .• , ,' 2. Ori May 20, 2015; 'tile' New York District ;of ,the',U-,S.''-tArm,y'Corps of Engi'n'eers received a request for''De"partmen`t of,the Army authorization'�for:maintenance Work',on-a , -13-foot,wide'by 57-fo6t long _existing'boat ramp with;a drain at the midsection'and;13 .foot,wide rby 16-fop't long apron.,,Work,entails, removal,of,,deteriorated asphalt,and"base , ,material.`and laying a 2-inch thick layer of asphalt'on 'a 6,-inch RCA sub=base'laridinrard , 1 of the drain an`d, placing a layer of'_84nch-thick."concrete;over:a 12' inch thick stone-base , ; se'awaid of;,the drain and, repairing / replacing`, concrete slab's ,within the a'pr 'n-. as �. ne'ede'd. The project .is'`located in,Peconic 'Bay tributary of'Shelter;Island Sound and' i' - 1760 Sage'BobleVa'rd `Town;of Southold,:Suffolk;County,New York." 4 3.,The,specific'applicant— rovideddetails areas shown ,on n losed the'e c dated p drawings: , permit 4'. This .deierminat io"'ncovers ,oniy,`tfie',work,`described in„the submitted;'material::.Any { major changesin.the regulatedwork may.requiregadditional authorizations from the New ;York District of the U,.S:Army,Corps of Engineers:', , - . .r, 5: Based_dn the information-subrfiitted�to tthis •office and�accomplishment of;any required' notification;,-in,�,accordan,ce,with`'.the��appli'cable' federal 'requirement s,.''our're'view'o fthe ` su_bject`wor i'n,ic'atesthat an, individual,Dep'artment'of,th`e Army permit=is,n,,, required. s "lt-appears''that,thie"activitiesWit hin,the judsdicti1ph,of this office.could be',adtomplished u'n'cle D — I r epartment�''of ,the /Army., Nationwide General �Perrriit ,,Number' MAINTENAN.CE�� The.pati'66n ide.,perm'its_,are.,prescribed at�.�Reissuance.of'Nationwide Perihits°,,in'the.,'Federal,Register dated:February,21,'2012 (77.,F;R 10184).�"The subject ,°work may=be, performed, without•further, authorization, from, this ,office provided 'At ' ";cgmplies•with'-ffie permit%conditi6hs aisted'in' Section`B;�'Number-3 --MAINTENANCE; ' Section,C; any applicable New 'York':',District regional conditions;;the following,'irvork=' - . "gid, ,. ,i '; '" '• ,. .a . ,, i , i SITE PLAN Scale: 1.0" 50.0• i ry 1 O W m/in doc.0 ` 9/ z / F}/fir y W V Q s APPROVED B `� --�• z BOARD OF TRUSTEES /� o o a �vs F TOWN OF SOUTHOLD �A S DATE Z 3 13 /j�� _ � �,""'` _—,—_ __ �r.Lh°+ 2 W a y l _� i' a z r .57 ��1� �� i DEC 2 1 2012 Q, > cc AREAS of PROPOSED SHORELINE RESTORATION � o (See Site Plena Detail) l PROJECT DESCRIPTION: ti o Applicant proposes to RESTORE two (2) shoreline aieas along the southern section of C p �\ / 6, o,<•N ,�' subject property that experienced severe �f'� --tt•• \ '�c'`�iv erosion as a result of Hurricane Sandy on October 29,2012. ,� r Yd•� a B °� FQ(T�'4� vc ° "si9j f ItiFCFN Subject areas will be restored by the placement W ra a "9f� )� rlo of Boulders(2 0 ton±)landward and parallel to 3 /ct the High iN'atel Mark The existing concreteQ 1 e` ekr / rip-rap will be re-configured "here necessary V deo \ in order to make the placement of the boulders optimal. Additionally,the area landward of the pioposed boulders and the escarpment is to be y N < E t bacltlilled using clean fill obtained from an N upland source(50 cubic yards t)- The backfill (� will be graded & groomed, and planted with ° Cape American Beach Grass (1Lninophila R breutligulata) q to A U in James F'.•King,President, ' OF'S�Uj 54 5 Ma ' gd , !ySo ,y � ., Bob Ghosio,Jr.,vice-President alp ew York 11971-0959x, �O � S-Utiiold>,N „ DaveaBgrg n -' g92,' �c Telephone'(631)'765-1 : John x cis' 631)'7.65-6641 '. Fax( r ` Michael J.DominoCIOU .� ^ ., OARD OF T0WXITR.U5TE�5, . , BTOWN OF SOUTHOLD . EMERGENCY'WETLAN_DS.,t�ERMIV`' E Permitt,No.:�u81,98 " fof A plication: June Date of Re,ceip p Applicant•,Brick Cove manna, •SGTM#.:,57-1-3&3Y, P�oject;Location:}1760 Sage'Bouleva4,Soutfio_Id Date:ofstssuance: ne',Ju12; 201,3 1 l Date'of:'Ez iration: N%A, Reviewiedbb: Board eTruste,es" ,p, „� :�o'ect Descri` tion: .'To.dred� e.aroxirnatel ",40.;'cubic.yards,of' 41 spoilout'ofthe'� s` : ` Sage Basin'.Inlet; the'fun'ctiori,of'thisvinlet�°has been'compromised`d,ue.'to�stori n I erosion',ofi underlying,soil Sfrorn ttierock'revetment'on,the#easterrir edge':of,tie`inlet., 31 ' �� r , - „ i �- r t,' ;,L`}' a#,,.`•.`A.�. ,Lips+ .4 ,i,,,,�°-•,3- .r' s,; 4 §, ;R�•. } ,. 'tt: � ,..r�.• •,,,'t! , Fin-dings: ';The°project',meetsahe`requirements,for`issueince,of�ah;EMbrgiancy.,. -` ;,y ,. ;a r• +t}•,, ; .,}.,r �••, �- , t4 Gx` (y";�,:. Wetlands Permit-as.determined by;the-Board,ofjtUttees�,`The�issuance,,of�dh " �t, ,. . *-f,^ Y. .t '.:'}i;4, _ Emergency Wetlands`Permifallows,,for th'e,00erations,as,,,indicated'in th'e'y ap lication.received r.,.: Spec_ial"conditions':,A,permit fromI, e',,;Board,of'Tr`ustees:'mutt-be�obtaine, An', .;•� ,, 7 .' ..• .`^r r . 1, ..y f',xi,, `:�„ F^ -r'- ,"0"•1; j'' }-•+ [`s.` '¢„ ':A '` ^+^' "4' µ order to',,coneluct�any furtK r';activity:', r; •,�, ,a t_� -�' �, t`' ,x'.#, t;i„ � ,«x�`, "f�:. ' xsi ,W_�`"'� •,r'; mac*' 'i"°`;"�Y; - - - - ',- f hJs.js;not a�d6terniination fi-orri'';an.y other agency' � , . rf� -_ � ti �. .it, s ,a�,,,•x �x �a��t ,c t•(' Ps*, "g, „#1' e� ,�, ,>x ,S i�"�,,.,- ii'. 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BRICK COVE MAR1NA Pursuant to the provisions of Chapter bis of the Laws of �s the State at New York, 1893; and Chapter 444 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- S titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM r� i LANDS UNDER TOWN WATERS;" and in accordance with the y Resolution of The Board adopted at a meeting held on .12/21/.93_. 19 ..93, and in consideration of the sum of $ 150,00 paid by f HOW.l ZEHNER...of,Brick .Cove..Marina. ...... of ,..._.. GRyvNPQRT _.. _...., N. Y. and subject to the `s Tel and Conditions listed on the revers-e side hereof, t of Southold Town Trustees_authorizes d . armi the £¢opoa u ' .-Modernize sa iu�rova operations :v:ccn .9,,r "slips to 1'1h 3 aric ;sliFs incl. reel dcacic, Boric iaoat slip sex J. siip,improve parlcin�*.I " a ,areas, landscape, ai'xaxall mata;r atsarena head pump-out tac. Paved tiwashdown platform with sedlinent & oil separation system, tiq sy tech r arkin az ea JOcate llit�'�$'e 'cafit Qali spec f�°rca 'ans asresene in ry i . the originating application. & improve onsite sarstaz-y sw s' � dredge 2900 cy, 350 cy of slope sredgi.ng, approx. 550 cy at Basi entrance to IN WITNESS WHEREOF, The said Board of Trust®ea Fra- k ' by causes it's Corporate Seal to be aiMzed, and these presants to be subscribed oy a ma'cria of }, said Board as,of this date. � ! 'Marina in "d in, SU��FN tm t tie t1 dos. ... '.'�►'R-gra�Lrf I y_'�1..-#�1 �'•�...�` bra J "'S�.��' .w•.., '�� 'ft t � i' t TRUSTEES SUPERVISOR John M. Bredemeyer, III, President . gyp SCOTT L.HARRIS Albert J. Krupski,Jr.,Vice President Henry P. Smith - Town Hall John B. Tuthill tid + 53095 Main Road William G. Albertson ,+ ,� P.O. Box f179 Telephone(516) 765-1892 ' Southold..New York 11971 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 22, 1993 Mr. Merlon Wiggin Peconic Associates 1 Bootleg Alley P.O. Box 672 Greenport NY 11944 ��// Re: SCTM X57-1-38.3 7v— Dear Mr. Wiggin: The following action was taken by the Board of Trustees at their Special Meeting of December 21,, 1993: WHEREAS, the owner of Brick Cove Marina ("Applicant") has proposed to modernize and improve marina operations from 91 previous boat slips to 138 boat slips and three ancillary boat slips including fuel dock, work boat slip and service slip an a site formally known as Young's Marina, 12.5 acres in size of which 4.2 acres are owned underwater lands, improve parking areas, landscape, install and maintain a marina head pump-out facility, install a paved washdown platform with sediment and oil separation system, install a storm drain interception system for parking area, relocate and improve an existing on--site sanitary system, and dredge 2900 cubic yards 350 cubic yards of slope dredging, .and approximately 550 cubic yards at the basin entrance to the marina inside the basin ("Action") ; AND WHEREAS, the Board of Trustees as an operating entity was created over 315 years ago to help manage the Town's common natural resources and has been empowered to regulate wetlands pursuant to Chapter 97 of the Town Code; AND WHEREAS, THE Board of Trustees has assumed Lead Agency pursuant to the provisions in the State Environmental Quality Review Act ("SEQRA") and are familiar with the Action, site conditions and the surrounding environment; AND WHEREAS, the Board of Trustees received a Draft Environmental Impact Statement ("DEIS") for the Action and deemed it complete on September 30, 1993; AND interception system are constructed and the landscaping is completed. 3. The stormwater interception system and washdown platform shall be constructed in accordance with the Survey. 4. All power washing of boat bottoms shall be limited to the washdown platform as depicted on the survey. 5. The washdown collection system shall be periodically maintained and accumulated materials shall be disposed at a suitable upland location. 6. All septic leaching systems within 75 feet of wetlands as identified on the survey shall be relocated outside of 75 feet from same. 7. All proposed landscaping except turf with 75 feet of mean high water shall be of species native or near-native to Long Island as to preclude the need for regular fertilizer or biocide application. All turf shall be of fescue or similar low maintenance variety. 8.• The marina shall continue to provide clean restrooms available 24 hours a day for the use of marina patrons. 9. A boat pump-out facility shall be maintained for the collection of boat wastes for the use of all boaters docked at Brick Cove Marina and vessels coming to same. The marina may charge a fee for the use of the pump-out f acility as to cover its costs of purchase and operation. 10. All boats docked at the marina having fixed installed toilets shall also be equipped with holding tanks which permit the collection and pump-out of boater wastes. 11. All seacocks of sanitary system "Y" valves shall be in closed position and sealed by means of suitable tag or device. 12. Logs shall be maintained of use of the pump-out facility and shall indicate for each boat and owner having been serviced: the date of pump-out, name of employee servicing pump-out, the vessel registration number, the volume of pump-out, and "Y" valve seal date. 13. Logs shall be made available to the Board of Trustees, Bay Constable and any federal, state or local public health, environmental or building code enforcement official requesting sante on any unannounced inspection. :14. Collected boat wastes shall be disposed at the scavenger treatment plant, or in the septic system on site. The marina shall maintain records including receipts from treatment plants is appropriace, or date and volume of pump-out if disposed in an on-site septic system. 15. The Applicant shall install an osprey nesting platform at the 9.0 foot spot elevation at the southwest terminus of .the peninsula adjacent to the channel entrance to the marina (designated as 9.0 on the Survey) in accordance with the attached plans and specifications. 16. Specific language in the leases of prospective marina patrons shall include provisions to control engine noise with mufflers and secure all loose halyards with proper tie offs or face loss of marina privileges. 17. Docks proposed as the innovative floating design shall be maintained with the same functional attributes as described in the Environmental Impact Statement for this proposed project. 18. There shall not be more than 138 boats on the site excluding the temporary docking of a boat at a service slip or fuel slip, work boats, prams, dinghies or u.nmotorized row boats. 19. Only "non-toxic" anti-freeze shall be used on site. 20. Inspections pursuant to Chapter 97 and this permit shall be performed by the Board of Trustees or Bay Constable upon 24-48 hours notice at a cost not to exceed $280.00 for: a. Installation of hay bales as Permit Condition #1 and #2 ( 2 inspections) . b. installation or construction of stormwater interception system and washdown platform ( 1 inspection) . c. Removal of septic system within 75 feet of wetlands and construction of septic system beyond 75 feet from wetlands (2 inspections) . d. Inspection of Logs (2 inspections) . e. construction of the Osprey Nesting Platform (1 inspection) . 21. The Board of Trustees at its discretion may annually charge the Marina for one inspection at the prevailing inspection fee rate in order to offset ongoing expenses to the Town in monitoring the pump-out compliance requirement of this permit. 22. A copy of these permit conditions shall be posted on site. Vote of the Board, ALL AYES. If you have any questions, please do not hesitate to contact .this office. very truly yours, ohn M. --r?-.eyer, III President, Board of Trustees WHEREAS, the Board of Trustees held a public hearing on October 28, 1993 and accepted a Final Environmental Impact Statement ("FEIS") on December 6, 1993 which addressed all comments raised in connection with the Action and the DEIS; AND WHEREAS, the Board of Trustees have considered the Environmental Impact Statement and the required Findings Statement; NOW BE IT RESOLVED, that the Board of Trustees find that the requirements set forth in SEQRA and Chapter 44 of the Town Code have been satisfied; AND BE IT FURTHER RESOLVED, that the Board of trustees find the Action to be consistent with the social, economic and other essential considerations from among the reasonable alternatives in minimizing or avoiding adverse environmental effects to the maximum extent practicable, AND BE IT FURTHER RESOLVED, that the Board of Trustee find the adverse environmental effects revealed in the environmental impact statement process will be minimized or avoided by incorporating as conditions to the decision, those mitigation measures which were identified as practicable, AND BE IT FURTHER RESOLVED, that the Action is consistent with the standards of Chapter 97 of the Town Code, and will not substantially affect the wetlands of the Town, substantially and adversely effect fish, shellfish or other beneficial marine organisms, aquatic wildlife and vegetation or the natural habitats thereof and otherwise not substantially and adversely affect the health, saffeettyRand general welfare of the people of the town, AND BE IT RESOLVED, that the Board of Trustees approve the Finding Statement prepared for the Action and file such Finding Statement with the Commissioner of the NYSDEC for publication in the Environmental New Bulletin; AND BE IT FURTHER RESOLVED, that the Action is hereby approved subject to the following conditions: 1. Lateral movement of residual spoil shall be controlled by the placement of hay bales placed end to end and firmly staked into place along the boundaries of the "Temporary Spoil Disposal and Dewatering Location" as designated on the survey prepared by Peconic Surveyors, P.C. , last amended August 10, 1993 ("Survey") . Such hay bales shall remain in place until landscaping is completed. 2. A row of hay bales placed end to end and staked into place shall be placed along the seaward boundary of the proposed storm drain interception system water except where it crosses the asphalt ramp and washdown platform. The hay bales shall remain in place until the parking areas, storm drain j d iGL_ w"I E T iCH SEE SEL N0 ,PATCH R SEO yJ s �r &. 2AF , ]ey EORRc ro E sec.Ho. v'I tM 3tiF ' 1 � J j- f30J ♦� �� +23>I<I ; �� SEE SEC Ii0 OSY9e•QM.e J 9 1'e �S ,i. .y,_��Z^ � !!�' i e � 9r � , � OeyO5A,28 Y.di u� r fl+ 'rsy-g 6 `,•y{,� 4 io / Z ✓re rr; - "' ."��F" u I1°I x`r\ iy 'A s �, '` t' .✓ '} { w rrH'u En rM n IffiS a .e� r RE Oq Joe i Z\. : `,:\o p s '`.,.\ +/ Ft_ ,y „ x .. - �la, ,,,.'• '.,.. •1e�\dry\�°� � A Ie r. `r SOUND _ --- SHEUTFR - -—- - -—-—- — .......... f - '� u"" .•" -- '• �` COUNTY OF SUFFOLK© N rgrlCE K -iRexl Prop tyT vice A�nr ,xnair�nn nrml rcrosw�� p ft��A — —�. .— �O apmW IWJ 057 w OFFICE LOCATION: + MAILING ADDRESS: Town Hall Annexe ��" ) �� P.O. Box 1179 54375 State Route 25 � i�l �i? Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Telephone: 631 765-1938 Southold NY 11971 14, � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 13, 2023 Re. LWRP Coastal Consistency Review for CONKLING ADVISORS, LLC (AMENDED) SCTM# 1000-57-1-38.3 Nelson, Pope, Voorhis, LLC on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±835 cubic yards of sediment from the marina basin inlet (±7,250sq.ft. or±578 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or±257 cubic yards) to a depth of-4.0' below MLW; a barge will be used to dredge the seaward areas of the inlet and will be used for the placement of dredge materials onto the easterly peninsula; construct ±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of the easterly peninsula; removal of±660 cubic yards of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50 pound stone base layer landward of MLW which will result in the placement of±515 cubic yards of stone over an ±1,700sq.ft. area below the plane of the spring high water line and ±145 cubic yards of stone over an approximately 600sq.ft. area above the plane of the spring high water line; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the east below the spring high water line to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±245 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 4:1 mitigation ratio for ±410sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±835 cubic yards of dredged material from the above referenced inlet and boat basin of this project±690 cubic yards of which is to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula resulting in ±35 cubic yards of fill over an ±1,150sq.ft. area below the plane of the spring high water line and ±655 cubic yards of fill over a ±5,250sq.ft. area above the plane of the spring high water line; the filled/upland area will include ±4,200sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±3,285sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included in this application), around the perimeter of the retained areas; and no work is proposed on the western peninsula of the Sage Basin Inlet. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1- 38.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the dredging work is CONSISTENT with LWRP Policies and with the LWRP. This recommendation was made in consideration of the marina and water-dependent use. The Mitigation Plan dated December 2, 2022 is recommended as INCONSISTENT with Policy 6 of the LWRP and, therefore with the LWRP. The proposal does not restore tidal wetlands to the greatest extent practicable to support important wildlife species. 1. Upland areas should be designed in slope and material to support bird nesting and habitat. Intertidal areas should be restored for wildlife benefit. 2. There is the ability to restore the beach to mimic natural conditions as a part of this proposal. The south view of the eastern peninsula does not consider the interface of marine and upland areas and the benefits to wildlife they deliver. The slope and material of the peninsula landform should be restored to a functional beach on the south exposure to further Policy 6. 3. The top elevation of the revetement in the south profile versus the spring high tide elevation should be further assessed. Essentially the hardening of this area eliminates any beneficial use by marine species. The design should consider the horseshoe and lesser crab species. These are integral food sources for many species. 4. Prohibit the landscaping of the upland planted areas and require a more natural vegetation placement. 5. The entire land area of the peninsula should be restored with vegetation. 6. Replacing hardened shoreline structures is a growing concern along the Peconic Estuary shoreline. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary "g, P.O.Box 1179 " Southold,NY 11971 Telephone(631)765-1889 Ir Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., April 5, 2023, the following recommendation was made: COWLING ADVISORS, LLC, Brick Cove Marina for maintenance dredging of the Sage Basin inlet and southeasterly area of the Brick Cove Marina basin and restoration and stabilization of the peninsula that flanks the east side of the inlet. (See complete project description updated February 2023.) Located: 1760 Sage Blvd., Greenport. SCTM#57-1-38.3 The Board of Trustees did not require an updated CAC or LWRP report since this is a lesser project description than originally proposed in 2021 and reviewed by the CAC on September 8, 2021. u wTM ` ^' OFFICE LOCATION: � ' ,> MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ; Southold, NY 11971 Cbw � Telephone: 631 765-1938 ou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2021 Re: LWRP Coastal Consistency Review of CONKLING ADVISORS, LLC SCTM# 1000-57-1-38.3 Brant Reiner of Nelson, Pope &Voorhis, LLC on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or±969 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible; some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±233 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for±270sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±2,850sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas; removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead: the top of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead will be raised 18" to an elevation of 6.90' (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead, permeable (oyster shell) Surface siting areas and walkways will be constructed through he western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to:the western peninsula. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided. 1. Seasonal limitations for dredging impacts to wildlife and finfish are recommended to be stated within any permit. 2. Clarify the reason to relocate the osprey pole. 3. Clarify if the use of oyster shells on the peninsula is the best substrate for wildlife habitat. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney O Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary. � P.O.Box 1179 " ^� Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 8, 2021 the following recommendation was made: CONKLING ADVISORS, INC. for channel maintenance and marina basin improvements, which includes dredging of the southerly area of the marina basin as well as well as the basin inlet channel and the restoration of two peninsulas that flank the inlet. Construct 200 If. of block retaining wall system to an elevation of 7'; removal/replacement of concrete rip- rap with stone; construction of a 33 If. navy style bulkhead with an 8' return to an elevation of 7'; construction of a 233 If. navy style bulkhead to an elevation of 7'; construction of a 237 If. low-sill bulkhead to an elevation of .33'; removal of 954 cy. of dredged material from the inlet and boat basin to be placed between the double wall southerly block wall and the north and west bulkheads; removal and in-place replacement of 320 If. of steel bulkhead around the westerly peninsula with new vinyl navy style bulkhead; remove 255 cy. dredged material from inlet dredging portion to be placed on western peninsula to match the elevation of the new bulkhead; and relocate osprey pole to the westerly peninsula. Located: 1760 Sage Rd., Southold. SCTM#57-1-38.3 Inspected by: John Stein, Caroline Burghardt, Shannon Wright The CAC reviewed the application, however, based on the sensitive nature of the shellfish areas and the migratory birds as referenced in the Nelson, Pope, Voorhis narrative and application addendum-Ch. 275 Wetland Permit & LWRP Consistency Review, and reviews from the other environmental groups, the CAC does not have a recommendation at this time. Cantrell, Elizabeth From: Brant Reiner <breiner@nelsonpope.com> Sent: Wednesday, September 8, 2021 2:56 PM To: Cantrell, Elizabeth Subject: RE: Brick Cove Marina, 1760 Sage Blvd, Southold Attachments: Attorney Letter and Legal Property Description 2021-09-08.pdf Hi, Elizabeth: We met with the Trustees during their pre-hearing site inspection at the Brick Cove Marina property this morning. We discussed the issue of ownership associated with the western peninsula. I explained that we submitted to the Trustees office a survey and Deed to demonstrate the metes and bounds legal description of this property. To further clarify this issue, I submit herewith a copy of a letter and supporting material from William D. Moore, Esq., as legal counsel for the owners of the Brick Cove Marina, certifying that the western peninsula is part of the Brick Cove Marina parcel. Please let me know if there are any further questions regarding this matter or the project in general. Thanks, Brant A. Reiner p� I V Project Manager/Sr. Environmental Scientist I �J o: 631.427.5665 x186 c: 631.786.2033 From: Brant Reiner Sent:Tuesday, September 7, 20217:13 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: FW: Brick Cove Marina, 1760 Sage Blvd, Southold Good morning, Elizabeth. Can you please call me on my cell (631-786-2033) regarding this application when you get into the office this morning? I need to know if the Trustees will be inspecting the property tc day`(or anytime prior to the public hearing). Also, in addition to the survey, which I emailed to you last week, attached is the deed that demonstrates the legal description for this property. I've compared the metes and bounds on the survey to the legal description. Both demonstrate that Brick Cove Marina owns the easterly and westerly peninsulas as well as portions of the Sage Basin (as shown on the survey). Thanks, Brant A. Reiner P e Project Manager/Sr. Environmental Scientist ® �/ o: 631.427.5665 x186 c: 631.786.2033 1 From: Brant Reiner Sent:Thursday, September 2, 20213:55 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: Brick Cove Marina, 1760 Sage Blvd,Southold Hi, Elizabeth: I received the public hearing noticing package that Peter Stein picked up from the Trustees office today for the Brick Cove Marina project. The placards will be hung onsite (at the entrance to the marina property along Sage Blvd)this weekend. We are working on the certified mailings (in conformance with the Trustees notice package requirements) pursuant to mailing addresses that we will gather from the Town Assessor's 2021 tax roll for each of the neighboring properties (tax map numbers noted below). 1000-57-1-35 1000-53-5-10 1000-53-5-12.6 1000-53-5-11.2 1000-53-5-12.6 1000-53-5-12.8 1000-57-1-39.3 Also, per our discussion yesterday,we will be submitting four(4) prints of the attached existing conditions survey (prepared by R&M Engineering on March 23, 2021),which demonstrates the existing upland and underwater land conditions/topography. This survey will replace the Hydrographic Survey(prepared by Sea Level Mapping)that we submitted with the original application package. The Sea Level Mapping survey is confusing since it depicts previously proposed dredging activity that is not consistent with the proposed dredging activities that are associated with this application. The proposed dredging and peninsula improvement activities are accurately represented in the R&M Engineering plan package that we submitted with the original application package on July 28, 2021 . I apologize for the confusion. The attached R&M Engineering survey also depicts the Brick Cove Marina property boundary lines,which demonstrate Brick Cove Marina's ownership of the westerly peninsula (along the west side of the inlet) and the easterly peninsula (east of the inlet). Please let me know-if the Trustees will require additional information (i.e. legal description and Deed) to further clarify this ownership. Finally, I am aware that the Trustees may require staking of proposed improvements prior to their pre-hearing site inspections. We met with the Trustees onsite during a pre-submission meeting (in March/April) of this year to discuss this project. Do you think the Trustees will be visiting the site again before the hearing and will require staking of the proposed activities? If so,would it be possible for the Trustees to provide us with some guidance regarding what they need us to stake? We have limited time to coordinate the staking prior to a Trustees pre-hearing inspection,so it would be helpful to know their thoughts on this. They didn't appear to be concerned about staking of the project during the pre-submission meeting, but I want to be sure we accommodate their needs as best as possible before the hearing. Also,would the pre-hearing site inspection occur on Tuesday, September 7th? If so, I anticipate it would be appropriate for a representative of the project to be onsite to help guide the Trustees through the project again. Would you agree? Please feel free to call me, or have any of the Trustees call me,to clarify any of the outstanding issues associated with this application. Thanks, Brant A. Reiner 2 Project Manager/Sr. Environmental Scientist NELSON POPE VOORHIS Long Island: 70 Maxess Road, Melville, NY 11747 Hudson Valley: 156 Route 59, Suite C6, Suffern, NY 10901 o: 631.427.5665 x186 c: 631.786.2033 breiner@nelsonpopevoorhis.com nelsonpopevoorhis.com This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent,you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. 3 William D. Moore Attorney at Law 51020 Main Road Southold,New York 11971 Tel- (631)765-4663 Fax. (631)765-4643 September 8, 2021 !�� SEP - 8 2021 Southold Town Trustees Town Hall Annex Southold Town — NYS Route 25 ar haste s Southold,NY 11971 Re: Sage Basin/Brick Cove Marina Dear Members of the Board of Trustees: I represent the owners of the Brick Cove Marina. This shall confirm that the property shown on the survey prepared by John Minto dated August 16,2020 and the deed to the premises dated October 1, 2020 convey ownership of the property as described on the survey and deed respectively, which includes the westernmost"flag point"shown on the survey. Copies of the survey and deed are enclosed for your file and information. Please do not hesitate to contact our office if you have any other questions. Very truly yours Wi Bain b. Dore WDM/mr Encl. cc: Andrew Salomon VCE E- 8 2021 Southold Town Board of Tito PON 1,7 C !� 1Ixr �/ ��(( � 1 }• `` rn} Survey MPmpwty Ilf'u'•r.� e7x"e A„ 1 A h;zS a 'h o•S e SulialYTo.Coenly Ne.Yor4 .w.o.Va,o mY-5>-VI.6�xaxo _- N Y2005 —Bargain and Sale Decd,s'ilh Covenant against Ganlar's Acts—Indmdual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the—�—day of October,in the year 2020 BETWEEN BRICK COVE REALTY LLC "— 1760 Sage Boulevard r 1'11 E Southold,New York 11971 R Party of the first part,and SEP — 8 2021 CONKLING ADVISORS LLC G East Alar em,New York M939 Southold Town 3��KlY,� lf�3! and Tr to Party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten ($10.00) Dollars paid by the party of the second part,does hereby grant and release unto the party of the second part.the heirs or successors and assigns of the party of the second part forever, 1000 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon 057.00 erected,situate,lying and being in the 01.00 038.003 SEE LEGAL DESCRIPTION ATTACHED HERETO Being and intended to be the same premises conveyed to parry of the first part by Deed made by Howard H.Zehner and Doiothy J.Zehner,his wife,dated 03/29/2002,Recorded 04/13/2002 in Liber 12180 at Page 217,in the Suffolk County Clerk's Office. Said premises being known as 1760 Sage Boulevard,Southold,New York. TOGETHER with all right,title and interest,if any, of the party of the first part in and to any sheets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premise;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second pat t forever AND the party of the first part covenants that the party of the fist part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the light to receive such consideration as a tiust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pall of the total of the same for any other purpose The word "party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF. BRICK COVE REALTY LLC f� 1 --�__ By- WILLIAM LEVERICH,Manager _ FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-006392 SCHEDULE A-1 (Description of the Land) For Tax Map ID(s): 1000-057,00-01.00-038.003 AMENDED 10/06/2020 ALL that certain plot,piece or parcel of land,situate,lying and being at Arshamomoque,In the Town of Southold,County Of Suffolk,State of New York,bounded and described as follows BEGINNING at a point or the Intersection formed by the Southerly line of the lands now or formerly of Breezy Shores Community Inc,and the Easterly line of the lands now or formerly of Ked/Ierski Living Trust,said point of beginning being the following 10 courses and distances from the Intersection formed by the Easterly line of a certain filed map entitled"Map of Southold Shores,Suffolk County and filed In the Office of the Clerk for Suffolk County as Map No 3853,and the Southerly line of NYS Route 25(Main Road), 1 North 27 degrees 46 minutes 00 seconds East,127 95 feet along the Easterly side of State Route 25 to a point, 2 North 19 degrees 00 minutes 00 seconds East,281.00 feet along the Easterly side of State Route 25 to a point at the Southerly side of a 16 foot right of way, 3.North 89 degrees 57 minutes 00 seconds East,50145 feet along the Southerly side of a 16 foot right of way to a point, 4.South 64 degrees 55 minutes 00 seconds East,518.94 feet along the Southerly side of a 16 foot right of way to a point, 5.South 77 degrees 28 minutes 00 seconds East,115.33 feet along the Southerly side of a 16 foot right of way to a point, 6 South 65 degrees 11 minutes 10 seconds East,218.00 feet along the Southerly side of a 16 foot right of way to a point, 7.South 64 degrees 11 minutes 10 seconds East,154.13 feet along the Southerly side of a 16 foot right of way to a point, 8 South 48 degrees 44 minutes 30 seconds East,146 02 feet along the Southerly side of a 16 foot right of way to a point, 9 South 47 degrees 08 minutes 30 seconds East,94.77 feet along the Southerly side of a 16 foot right of way to a point, 10.South 20 degrees 28 minutes 30 seconds West,33.00 feet to the point and place of beginning, RUNNING THENCE South 67 degrees 41 minutes 40 seconds East along the land of said right of Way 453 84 feet to a concrete monument, THENCE South 16 degrees 56 minutes 40 seconds West 772 51 feet to a point on the ordinarily high water mark of the Peconic Bay, THENCE North 55 degrees 25 minutes 36 seconds West 243 32 feet along the high water line of Peconlc Bay to a point, THENCE North 68 degrees 08 minutes 28 seconds West 245.07 feet along the high water line of Peconlc Bay to a point, THENCE 81 degrees 59 minutes 29 seconds West 164 37 feet to a point, THENCE 75 degrees 15 minutes 00 seconds West 117 24 feet across a proposed channel to a point, THENCE South 39 degrees 57 minutes 52 seconds East 127 04 feet along a metal bulkhead to a point, THENCE South 03 degrees 44 minutes 08 seconds East 8 18 feet to a point, THENCE South 19 degrees 54 minutes 09 seconds West 19 78 feet along a metal bulkhead to a point, Commitment far Title Insurance Schedule A-1 Description Pnnted,10 1620 @ 10 21 AM NY-FT-FRVFI-01030 431004-SPS-1-19-7404-006392 I SEP - 8 2021 Southold Town Board TWOS FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-006392 SCHEDULE A-1 (Continued) THENCE South 79 degrees 21 minutes 13 seconds West 10 77 feet to a point, THENCE North 42 degrees 39 minutes 43 seconds West 45 54 feet along a metal bulkhead to a point, THENCE North 89 degrees 20 minutes 57 seconds West 33 13 feet to a point; THENCE North 20 degrees 08 minutes 40 seconds West 129 98 feet to a point, THENCE North 75 degrees 15 minutes 00 seconds East 194 29 feet through the waters of Sage Basin across a proposed channel to a point, THENCE North 34 degrees 24 minutes 10 seconds West 289 85 feet through the waters of Sage Basin along a perpetual navigational Fight of way to a point, THENCE North 20 degrees 28 minutes 30 seconds East 400 00 feet along a perpetual navigational right of way to a point, THENCE South 69 degrees 31 minutes 30 seconds East 300 00 feet along the lands now or formerly of Gesiak Leszek and lands now or formerly of Kedperski Living Trust to a point, THENCE North 65 degrees 28 minutes 30 seconds East 70 71 feet along the lands now or formerly of Kedjierski Living Trust to a monument, THENCE North 20 degrees 28 minutes 30 seconds East 125.00 feet to the point and place of BEGINNING TOGETHER with non-exclusive of Right of Way to pass and repass for all purposes over the 16 feet wide herein before mentioned running from the premises herein described In a general Westerly direction to State Road(the main highway) TOGETHER with a perpetual navigational right of way over Sage Basin as set forth in Liber 9296 page 518 for ingress and egress to the subject premises in common with others. FOR CONVEYANCING ONLY 1 Together with all the right,title and interest of the party of the first part,of in and to the land lying in the street in front of and adjoining said premises 2 Easement recited in Liber 3066 page 82,to run with the said land to use and dredge the entrance to said Basin and to dredge along the northerly,southerly and westerly lines of the arms hereinbefore referred to 3 Easement recited in Liber 3066 page 82,to run with the land to lay marine railways on land under the water of said basin,either to the south or the north of said arms,provided the exercise of said easement in no way Interferes with the entrance to said basin. 4.Easement recited in Liber 5217 page 35,over theland under water adjoinging the northerly side of the avoe described premiss for a distance of fifty feet(50')for the only purpose of constructing docks or other mooring devices other than buildings over said land under water THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. Cumm71M_l for TNe Insurance —"" Schedule A-1 Descnphon Pnnled 10 16 20 @ 10 21 AM NY-FT-FRVH-01030 431004-SPS-1-19-7404-006392 D SEP - 8 2021 Southold Town of Tru tee `lM 'NELSON POPE VOORHIS f_ environmental' land use •planning TRANSMITTAL FORM TO: Board of Town Trustees FROM: Brant Reiner Town of Southold DATE: September 7, 2021 Town Hall Annex PROJECT: Brick Cove Marina, 54375 Route 25 1760 Sage Blvd.,Greenport Southold, NY 11971 NPV No.: 21009 REF: SCTM#1000-57-1-38.3 VIA: 0 Regular Mail FX Overnight F—I Messenger F—] Pick-Up COPIESDESCRIPTION 4 Existing Conditions Plan (which is also the most recent survey) dated 3/23/21 from R&M Engineering 1 C Cover letter I - - SEP r V 2061 -D Southold Tovm REMARKS: Board of Trustees r 1 cc: Long Island:70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 j o N, � �� NELSON POPE VOORHIS -planning September 7, 2021 SENT VIA FEDEX Elizabeth Cantrell Southold Board of Town Trustees Town Hall Annex In �'_ G" E V E 54375 Route 25 PO Box 1179 Southold, NY 11971 SEP - 8 2021 Re: Chapter 275 Wetlands Permit and LWRP Consistency Southold Town Brick Cove Marina,1760 Sage Blvd,Southold Bar f Trustee SCTM No. 1000-57-1-38.3 Dear Ms. Cantrell: Per my discussions with you last week,submitting herewith are four(4) prints of the existing conditions survey (prepared by R&M Engineering on March 23, 2021),which demonstrates the existing upland and underwater land conditions/topography. This survey, which was emailed to you on September 2, 2021, will replace the Hydrographic Survey(prepared by Sea Level Mapping)that we submitted with the original application package. The Sea Level Mapping survey is confusing since it depicts previously proposed dredging activity that is not consistent with the proposed dredging activities that are associated with this application. The proposed dredging and peninsula improvement activities are accurately represented in the R&M Engineering plan package that was submitted with the original application package on July 28, 2021. 1 apologize for the confusion. The enclosed R&M Engineering survey also depicts the Brick Cove Marina property boundary lines,which demonstrate Brick Cove Marina's ownership of the westerly peninsula (along the west side of the inlet) and the easterly peninsula(east of the inlet). A copy of the Brick Cove Marina deed,which includes a legal description of the property boundaries, was emailed to you on September 7, 2021 to further clarify this ownership. Should there be any questions regarding the enclosed materials or the project in general, please do not hesitate to contact me. Thank you. Very truly yours, NELSON, POPE &VOORHIS, LLC Brant Reiner Project Manager/Sr. Environmental Scientist cc: file Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Cantrell, Elizabeth From: Brant Reiner <breiner@nelsonpope.com> Sent: Tuesday, September 7, 2021 7:14 AM To: Cantrell, Elizabeth Subject: FW: Brick Cove Marina, 1760 Sage Blvd, Southold Attachments: Survey 2021-03-24.pdf, Deed and Title.pdf Good morning, Elizabeth. Can you please call me on my cell (631-786-2033) regarding this application when you get into the office this morning? I need to know if the Trustees will be inspecting the property today(or anytime prior to the public hearing). Also, in addition to the survey, which I emailed to you last week, attached is the deed that demonstrates the legal description for this property. I've compared the metes and bounds on the survey to the legal description. Both demonstrate that Brick Cove Marina owns the easterly and westerly peninsulas as well as portions of the Sage Basin (as shown on the survey). Thanks, Brant A. Reiner Np�I ` , Project Manager/Sr. Environmental Scientist �1 y o: 631.427.5665 x186 c: 631.786.2033 From: Brant Reiner Sent:Thursday, September 2,20213:55 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: Brick Cove Marina, 1760 Sage Blvd,Southold Hi, Elizabeth: I received the public hearing noticing package that Peter Stein picked up from the Trustees office today for the Brick Cove Marina project. The placards will be hung onsite (at the entrance to the marina property along Sage Blvd) this weekend. We are working on the certified mailings (in conformance with the Trustees notice package requirements) pursuant to mailing addresses that we will gather from the Town Assessor's 2021 tax roll for each of the neighboring properties (tax map numbers noted below). 1000-57-1-35 1000-53-5-10 1000-53-5-12.6 1000-53-5-11.2 1000-53-5-12.6 1000-53-5-12.8 1000-57-1-39.3 Also, per our discussion yesterday, we will be submitting four (4) prints of the attached existing conditions survey (prepared by R&M Engineering on March 23, 2021) , which demonstrates the existing upland and underwater land conditions/topography. This survey will replace the Hydrographic Survey(prepared by Sea Level Mapping) that we 1 �I submitted with the original application package. The Sea Level Mapping survey is confusing since it depicts previously proposed dredging activity that is not consistent with the proposed dredging activities that are associated with this application. The proposed dredging and peninsula improvement activities are accurately represented in the R&M Engineering plan package that we submitted with the original application package on July 28, 2021 . I apologize for the confusion. The attached R&M Engineering survey also depicts the Brick Cove Marina property boundary lines, which demonstrate Brick Cove Marina's ownership of the westerly peninsula (along the west side of the inlet) and the easterly peninsula (east of the inlet). Please let me know if the Trustees will require additional information (i.e. legal description and Deed) to further clarify this ownership. Finally, I am aware that the Trustees may require staking of proposed improvements prior to their pre-hearing site inspections. We met with the Trustees onsite during a pre-submission meeting (in March/April) of this year to discuss this project. Do you think the Trustees will be visiting the site again before the hearing and will require staking of the proposed activities? If so, would it be possible for the Trustees to provide us with some guidance regarding what they need us to stake? We have limited time to coordinate the staking prior to a Trustees pre-hearing inspection,so it would be helpful to know their thoughts on this. They didn't appear to be concerned about staking of the project during the pre-submission meeting, but I want to be sure we accommodate their needs as best as possible before the hearing. Also,would the pre-hearing site inspection occur on Tuesday, September 7th? If so, I anticipate it would be appropriate for a representative of the project to be onsite to help guide the Trustees through the project again. Would you agree? Please feel free to call me, or have any of the Trustees call me,to clarify any of the outstanding issues associated with this application. Thanks, Brant A. Reiner Project Manager/Sr. Environmental Scientist NELSON POPE VOORHIS Long Island: 70 Maxess Road, Melville, NY 11747 Hudson Valley: 156 Route 59, Suite C6, Suffern, NY 10901 o: 631.427.5665 x186 c: 631.786.2033 breiner@nelsonpopevoorhis.com nelsonpopevoorhis.com This communication and any attachments ore intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient orsuch recipient's employee or agent,you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately 2 l ��+�i}pi M-)?pt}DItl iLllll S.16 RC(d1,1C1fli 3ot1191(f(8nitd•SAW•--IMJwtl+!cta'ne(;yv�a��5rgls 4hw) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT--THIS INSTRUMENT SHOULD BE USED BY t AIMERS ONLY. THIS INDENT TURF,made the _day of October,In the year 2020 BETWEEN BRICK COVE RE ALT7C LLC 1760 Sage Boulevard Southold,New York 11971 Party of the first part,and CONKLING ADVISOILS LLC P:e:Baxtz 71 Evit-M rrlen,New York 1933 3rizzKiYe-' 11a31 Party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten ($10.00) Dollars paid by the party of the second part,does hereby grain and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, 1000 ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon 057.00 erected,situate,lying and being is the 01.00 038.003 SEE LEGAL DESCRIPTION ATTACHED HERETO Being and intended to be the same premises conveyed to party of the first part by Deed made by .Howard H.Zehner and Dorothy J.Zehner,his wife,dated 03/2912002,Recorded 0411312002 in Liber 12180 at Page 217,in the Suffolk County Clerk's Office. Said premises being knowii as 1760 Sage Boulevard,Southold,New York. TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premise;1'0 HAVE AND TO HOLD the premises herein granted surto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first pact,compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCF OF: BRICK COVE REALTY LLC M WILLIAM LEVERICII,Manager FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-006392 SCHEDULE A-1 (Description of the Land) For Tax Map tD(s): 1000.057.00.01.00.038.003 AMENDED 10106/2020 ALL that certain plot,piece or parcel of land,situate,lying and being at Arshamomoque,in the Town of Southold,County of Suffolk,State of New York,bounded and described as follows: BEGINNING at a paint or the intersection formed 17Y the Southerly line of the lands now or formerly of Breezy Shores Community Inc.and the Easterly line of the lands now or formerly of Kedjierski Living Trust,said point of beginning being the following 10 courses and distances from the intersection formed by the Easterly line of a certain filed map entitled"Map of Southold Shores,Suffolk County and filed In the Office of the Clerk for Suffolk County as Map No 3853,and the Southerly line of NYS Route 25(Main Road); 1.North 27 degrees 46 minutes 00 seconds East,127.95 feet along the Easterly side of Stale Route 25 to a point, 2,North 19 degrees 00 minutes 00 seconds East,281.00 feet along the Easterly side of State Route 25 to a point at the Southerly side of a 16 foot right of way; 3 North 89 degrees 57 minutes 00 seconds East,501.45 feet along the Southerly side of a 16 foot right of way to a point. 4.South 64 degrees 55 minutes 00 seconds East,518,94 feet along the Southerly side of a 16 foot right of way to a point; 5.South 77 degrees 28 minutes 00 seconds East,115,33 feet along the Southerly side of a 16 foot right of way to a point; 6.South 65 degrees 11 minutes 10 segoilds East,218.00 feet along the Southerly side of a 16 foot right of way to a point. 7.South 64 degrees 11 minutes 10 seconds East,154.13 feet along the Southerly side of a 16 foot right of way to a point; 10.South 20 degrees 28 minutes 30 seconds West,33.00 feet to the point and place of beginning; RUNNING THENCE South 67 degrees 41 minutes 40 seconds East along the land of said right of Way 453-84 feet to a concrete monument; THENCE South 16 degrees 56 minutes 40 seconds West 772.51 feet to a point on the ordinarily high water mark of the Peconic Bay; THENCE North 55 degrees 25 minutes 36 seconds West 243.32 feet along the high water line of Peconic Bay to a point; THENCE North 68 degrees 08 minutes 28 seconds West 245.07 feet along the high water line of Peconic Bay to a point, THENCE B1 degrees 59 minutes 29 seconds West 164:37 feet to a point; THENCE 75 degrees 15 minutes 00 seconds West 117.24 feet across a proposed channel to a point, THENCE South 39 degrees 57 minutes 52 seconds East 127.04 feet along a metal bulkhead to a point; THENCE South 03 degrees 44 minutes 08 seconds East 8.18 feet to a point; THENCE South 19 degrees 54 minutes 09 seconds West 19.78 feet along a metal bulkhead to a point; CommnmeM rot Th1a W viance Pdre,-d' 10.16,20 0 10 21 AM Schoduie A-1 0cscnp0on NY-FT-FRVH-01030 4117004-SPS-149440400392 FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-006392 SCHEDULE A-1 (Continued) THENCE South 79 degrees 21 minutes 13 seconds West 10.77 feet to a point; THENCE North 42 degrees 39 minutes 43 seconds West 45,54 feet along a metal bulkhead to a point, THENCE North 89 degrees 20 minutes 57 seconds West 33.13 feet to a paint; THENCE North 20 degrees 08 minutes 40 seconds West 129.98 feet to a point; THENCE North 76 degrees 15 minutes 00 seconds East 194 29 feet through the waters of Sage Basin across a proposed channel to a point; THENCE North 34 degrees 24 minutes 10 seconds West 289.85 feet through the waters of Sage Basin along a perpetual navigational right of way to a point; THENCE North 20 degrees 28 minutes 30 seconds East 400 00 feel along a perpetual navigational right of way to a point; THENCE South 69 degrees 31 minutes 30 seconds East 300.00 feet along the lands now or formerly of Gesiak Leszek and lands now or formerly of Kedlierski Living Trust to a point; THENCE North 65 degrees 28 minutes 30 seconds East 70.71 feet along the lands now or formerly of Kedlierski Living Trust to a monument; THENCE North 20 degrees 28 minutes 30 seconds East 125.00 feet to the point and place of BEGINNING TOGETHER with non-exclusive of Right of Way to pass and repass for all purposes over the 16 feet wide herein before mentioned running from the premises herein described in a general Westerly direction to State Road(the main highway). TOGETHER with a perpetual navigational right of way over Sage Basin as set forth in Liber 9296 page 518 for ingress and egress to the subject premises in common with others. FOR CONVEYANCING ONLY, 1. Together with all the right,title and interest of the party of the first part,of in and to the land lying in the street in front of and adjoining said premises. 2.Easement recited in Uber 3066 page 82,to tun With the said land to use and dredge the entrance to said Basin and to dredge along the northerly,southerly and westerly lines of the arms hereinbefore referred to. 3.Easement recited in Liber 3086 page 82,to run with the land to lay marine railways on land under the water of said basin,either to the south or the north of said arms,provided the exercise of said easement in no way interferes with the entrance to said basin, 4.Easement recited in Liber 5217 page 35,over theland under water adloinging the northerly side of the avoe described premiss for a distance of fifty feet(50')for the only purpose of constructing docks or other mooring devices other than buildings over said land underwater. THE POLICY TO BE ISSUED under this commitment will Insure the title to such buildings and improvements an the Premises which by law consbtute real property. COfMiM MtotTitleInsurance sdledwe A-1 Ge-nppcn i�mda to 1e.zo®10.21 AM NY-FT-FRN t-01030 431004-SPS-1-/9-7404-006342 ,,3066 � -- -_- - XM3 N.Y DEED—W&TY w61h Lrm Co .j ' TUTBUM% e� 39n,Cho 6a3,DL 693 Lan.f t938) `� TuH/e ta�Prml n¢.s Rud/a aYl � �34ttbrnfurr, Made the twenty-first day of March, Nineteen Hundred and Fifty tPn BERTHA S. GARDE, residing at Cromwell, County of Middle- sex and State of Connecticut and CHARLES S. SAGE, residing in the Villag of Greenport, Town of Southold, County of Suffolk and State of New York, part ies of the first part,and FRED W. YOUNG, residing at Southold, Town of Southold County of Suffolk and State of New York, w/Q�j' part y of the second part, 4noMh tjeat the parties of the flrst part, in consideration of - - - - - - - - - - - - -ONE - - - - - - - - - - - - - - - - -Dollar 11.00 ) lawful money of the United States, and other good and valuable consideration paid by the party of ' second part, d�c hereby¢rant and release unto the party of the second part, his heirs and assigns forever,all that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, Suffolk County, bound- ed and described as follows:- BEGINNING at a point on the southerly line of a certain roadway shown on map of the premises and surrounding land made by Otto W. Pan Tuyl, dated March 17th, 1950, slid point being approximately seven- teen hundred (1700) feet in a general easterly or southeasterly direetio from the point where the southerly line of said roadway intersects the easterly line of the main highway shown on said map, running thence in a general easterly direction and partly along said roadway approximately Pour'hundred fifty (150) feet, running thence in a general southerly direction and along a ditch or drain a distance of approximatley seven hundred eighty (780) feet to the high water mark of Peconic Bay, running thence in a generally westerly or northwesterly direction along said high water marls a distance of approximately five hundred (500) feet to the easterly line of a basin entrance, running thence in a general nort � � �- • ------- - --- -- u.4466 PAS f�, erly direction to a point where an arm of land runs into the basin, runningthence in a general westerly direction along the southerly line x� of said arm and into said basin a distance of one hundred (100) feet, running thence in a general northerly direction to the northerly line of another arm of land extending into said basin and thence in a genera easterly direction to an extension of the fourth course and thence along ` said fourth course as extended to the point or place of begimUng. I f i i _ 21 jrUTORY FORM D • `u•a�UM•uO.i•c..Law aura Pu•aJ••aw. 1 ,9aim ncd—IndiHduLL ,ucr�po•Piwca w.er�r,Naw Yo• { LgER5217 PArE 35 i i Made the 17th day of August nineteen hundred j and sixty—two - �PtintCll CHARLES S. SAGE and VERA Y. SAGE, his wife, both residing in the Village of Greanport, Town of Southold, Suffolk County, New York, parties of the first part !� and FRED W. YOUNG, residing at Arshamomoque, Town of Southold, Suffolk f ! County, New York, party of rhe second part. I! that the parties of the first part,in consideration of I; One ($1.00) - - - - - - - - - - - - - - - - - - - - - - - - - - -,Dolle tss lawful money of the United States, and other good and Valuable consideration I SII paid by the part y of the second part i do hereby remise,release and quitclaim unto the part y of the second part, his heirs and assigns forever, that tract or parcel of land situate at Arshamomoque, Town of Southold, Suffolk County, New York, bounded and described as followss BEGINNING at a point on the ordinary high water mark of Peconio Bay at the southeasterly corner of land conveyed by the party of the first part to Reese; from said point of beginning, running along said land conveyed to Reese and passing through a concrete monument North 20 degrees 08 minutes 40 seconds West 40 Peet to the shore of the "Basing' thence in a general northeasterly direction along said shore of said j "Basin" about 250 feet; thence due East through the waters of said "Basin" about 100 feet to land of the party of the second part- thence southerly along said land of the party of the second part abou� 75 feet to ordinary high water mark of Peconic Bay; thence due West through the waters of said Peconic: Bay about 80 feet to said ordinary high water markj' of Peconic Bay; thence southwesterly along said ordinary high water mark ' about 220 feet to the point of beginning. I Glenn Goldsmith, President ��)� Town Hall Annex A. Nicholas Krupski,Vice President � s � 64375 Route 25 P.O.Bok 1179 John M. Bredemey-er III ,) "r Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williarns °�u �� ' Fax(631) 765-6641 ,i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD .....-..... This Section For Office ,� .. Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amend meat/Transt'es•/E xteiisiori Received Application: lea Deceived Fee: a Completed Application:..._ Incomplete: SEQRA Classification: TypeI Type II Unlisted "/ Negative Dec. Positive Dec. Lead Agency Determination Date. Coordination:(date sent): —��.0 Referral Sent m' " ,_ .. t �. �� tmSen WRP Consistency Asse„mien 1 0 Date of Inspection Receipt of CAC Report _--�y Technical Review. : fi mej �.....I ublic Hearin Held. � � Resolution:.. __.-..wW_... � 1 .. CAI oVudthoW Town pr, rd estTr ste Owner(s)Legal Name of Property(as shown on Deed): conkling Advisors Inc Mailing Address: Go Andrew Salomon,PO Box 12,East Marion,NY 11939 Phone Number: 917-861-6888 Suffolk County Tax Map Number: 1000 - 57-1-38.3 1760 Sage Road Southold Property Location: �.................�. If necessary,provide LILCO Pole# distance to cross( y, streets, and location) AGENT (If applicable): Brant Reiner Mailing Address: Nelson,Pope and Voorhis,70 Maxess Road,Melville NY 11747 Phone Number: 631-427-5665 x186 p�L a Board of Trustees Application GENERAL DATA Land Area(in square feet): 543,123 sq. ft (total), 332,333 sq. ft. of which is upland Area Zoning:, MII (Marine II) Previous use ofproperty Marina/residential/pool with bathhouse/tennis Intended use of property: Marina/residential/pool with bathhouse/tennis Covenants and Restrictions on property? Yes X , No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes",be advised this application will be reviewed by the Building 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 X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date See project narrative for list of previous approvals s No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?X No Yes If yes, provide explanation: none Known to date Refer t0 Project Narrative Addendum Project Description(use attachments if necessary): I 0 l NELSON POPE VOORHIS I environmental•land use •planning Town of Southold Board of Trustees Project Narrative and Application Addendum Chapter 275 Wetlands Permit and LWRP Consistency Review Prepared by. Nelson, Pope &Voorhis, LLC(NPV) 70 Maxess Road Melville;New York 11747 Prepared for: Brick Cove Marina 1760 Sage Boulevard Town of Southold, Suffolk County, New York NPV No. 21009 Date: July 28, 2021 Conkling Advisors, LLC, the owners of the Brick Cove Marina property located 1760 Sage Blvd., Greenport, Town of Southold, NY seek approvals for much needed channel maintenance and marina basin improvements. The improvements include the dredging of the southerly area of the marina basin as well as the basin inlet channel and the restoration of two peninsulas ("easterly peninsula" and "westerly peninsula") that flank the inlet. The proposed activities are necessary to stop the chronic erosion of the easterly peninsula (which protects the boat basin and marina), restore both peninsulas to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. Approvals are needed from the Southold Town Trustees pursuant to Southold Town Code Chapter 275 Wetland regulations and Southold Town Local Waterfront Revitalization Program policies. The following narrative supports the Southold Town Trustees application package associated with this project. Project Site Location and Existing Site Conditions The 12.47-acre subject property, identified on the Suffolk County Tax Map(SCTM) as 1000-57-1- 38.3, is located at 1760 Sage Boulevard in the Hamlet of Southold, Town of Southold, Suffolk County, New York. It is situated between Sage Boulevard to the north, Sage Basin to the west and Peconic Bay/Shelter Island Sound to the south. The property supports an existing full-service marina with 138 boat slips, travel lift, service slips, pump out station and a boat launch in the marina basin and boat service outbuildings in the upland areas. The existing upland development of the property also includes two (2) single family residential 'uses, a swimming pool with Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 r Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold bathhouse, tennis courts, parking areas and conventional sanitary systems. The area of the property associated with the proposed activity includes two (2) peninsulas; the westerly peninsula protected with steel bulkhead and vegetated upland areas, and the easterly peninsula with a deteriorated rip rap southerly shoreline, heavily eroded banks and sparsely vegetated tidal wetland areas. The existing conditions of the subject site are shown on the site development plans provided with the Trustees application package. Project Description This marina is a valuable resource to the marine-dependent uses of Long Island's North Fork community. To protect this resource and ensure its longevity,the property owners would like to undertake the following scope of improvements: • Dredge ±1,226 cubic yards (CY) of sediment from the marina basin inlet (±14,250 square feet or±969 cubic yards) to a depth'of-6.0 feet below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475 square feet (SF) or 257 CY) to a depth of-4.0 feet below MLW. The proposed dredging is essential for safe navigation due to accretion and shoaling in these underwater areas. These areas will be dredged with along-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible. Some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula. • Construct±200 linear feet(LF)of"Doublewall" block retaining wall system to an elevation of 7.00 feet(NAVD 88) along the south shoreline of easterly peninsula. • Removal of scattered concrete riprap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300 SF revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50lb/stone base layer landward- of MLW to provide safe and adequate protection of the peninsula from wave energy with opportunities for marine habitat. • Construct ±33-LF of Navy-style bulkhead (with an 8-foot return to the south) to an elevation 7.00 feet(NAVD 88)along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula, and protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construct ±233 LF of Navy-style bulkhead to an elevation of 7.00 feet (NAVD 88) along the northerly shoreline of the easterly peninsula to protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construct ±237 LF of low-sill bulkhead to an elevation ±0.33 feet (NAVD 88) along the northerly shoreline of the easterly peninsula±6 feet seaward of and parallel to the above- mentioned new bulkhead to create ±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline. The created wetland area represents a 6:1 mitigation ratio for±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. • Remove ±954 CY of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north ` N P �/ Page 2 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold and west bulkheads on the eastern peninsula. The filled/upland area will include±4,500 SF of permeable (oyster shell) surface with an elevation of 8.00 feet (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, educational and viewing areas) and ±2,850 SF of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) around the perimeter of the retained areas. • Removal and in-place replacement of ±320 LF of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead. The top of the existing bulkhead is at elevation 5.50 feet (NAVD 88). The top of the new bulkhead will be raised 18" to an elevation of 6.90 feet (NAVD 88). • Remove ±255 CY of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead. Permeable (oyster shell) surface siting areas and walkways will be constructed through the western peninsula. The remainder of this peninsula will be reestablished with native seaside vegetation consistent with the plant species and quantities noted on the Mitigation Plans included with the application. • The Osprey pole currently on the eastern peninsula will relocated to the western peninsula. NPV has filed an application package with the Southold Town Trustees on behalf of Brick Cove Marina for this project. It is submitted that the application package supports the proposed dredging and peninsula restoration project(as noted above) in accordance with the Town's Local Waterfront Revitalization Program (LWRP) policies. The following responses are provided to address the Town LWRP policies that pertain to the proposed activities: Response to Southold Town LWRP"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 111 — Policies;Page 2 for evaluation criteria. The existing 138-slip marina is a valuable resource that is essential to the sustainability and preservation of Southold Town's strong history of water-dependent recreational and economic uses. The proposed activities are intended to stop the chronic erosion that is depositing sediment into the marina basin and the basin inlet (which connects the marina to the Shelter Island Sound/Peconic Bay), restore both peninsulas on each side of the Sage Basin inlet to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. The peninsula improvements have been designed to include proposed natural stone armament along the south shoreline of the eastern peninsula as a more stable and aesthetically appropriate protective feature than the existing concrete rubble/riprap, and the restoration and enhancement of wetland and upland areas with native vegetation. All proposed work is designed to be in accordance with best management practices for marina operations. It is therefore rN P V Page 3 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold submitted that the proposed improvements are consistent with LWPR Policy 1 criteria, which notes, "encouraging water-dependent uses to concentrate in existing locations of maritime t activity" in its "primary components of desired development pattern." Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section 1117,Policies Pages 6 and 7 for evaluation criteria. 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. The subject property is not within a known area of scenic significance as defined by the Town's LWRP. Nonetheless, because of the coastal waterfront exposure of the property, the shorelines are subject to impacts from wave energies that have eroded previously under-protected areas of the eastern peninsula. The fully bulkheaded westerly peninsula has remained stable. Since these peninsulas protect the marina basin and the unprotected portions of the peninsula continue to be threatened and subject to erosion, there is a need for the proposed structural improvements to the currently unprotected shoreline of the easterly peninsula. Also, the proposed structures along the north shoreline of the eastern peninsula are essential to stabilize the eroded bank, which will allow for the creation of vegetated intertidal wetland areas while allowing for appreciable waters depths that are necessary for the safe operation of vessels in the southern area of the marina basin. B. Restore deteriorated and remove degraded visual components The property owners seek to improve the aesthetics of the property. They intend to create an appealing and sustainable viewshed of and from the shorelines of the property. As such, the proposed improvements to the peninsulas have been designed with scenic views in-mind. The project involves the replacement of hazardous and unsightly riprap along the southern shoreline with natural stone and the replacement of the deteriorating steel bulkhead along the shoreline of the westerly bulkhead with new vinyl sheathing. The aesthetic impacts of the peninsulas are intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties, and 2) offer a tranquil place to enjoy a view of the natural surroundings. The property owners would also like to use the sitting areas as opportunities to educate its visitors on the surrounding natural and physical environments. C. Screen components of development which detract from visual quality. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements. N P V Page 4 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold J D. Use appropriate siting,scales,forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. Refer to Policy 36 response noted above. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality. The disturbance to existing vegetation is unavoidable to install the structural improvements that are necessary to ensure the protective functions and longevity of the peninsulas. However, the, project has.been designed to incorporate mitigation via the establishment of'vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of these peninsulas, and the creation of±1,375 square feet (SF) of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 6:1 mitigation ratio for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. F. Improve the visual quality associated with hamlet areas The proposed improvements to the peninsula are intended to be a visual improvement to the local coastal community. } G. Improve the visual quality of historic maritime areas i The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. H. Protect the visual interest provided by active water-dependent uses The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. I. Anticipate and prevent impairment of dynamic landscape elements that contribute to ephemeral visual qualities The project is intended for long-term protection and enjoyment of the marina and shoreline of the property. L Protect visual quality associated ,with public lands, including public transportation routes,public parks and public trust lands and waters NPV Page 5 of 12 - Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The peninsulas are intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties, and 2) offer a tranquil place to enjoy a view of the natural surroundings. K. Protect visual quality associated with agricultural land, open space and natural resources. The project is designed to adapt the much-needed stabilization of the peninsula into the surrounding'seaside landscape and open-water areas. A mix of vertical walls and a sloping-rock revetment will provide a variability in the landscape, which will be further enhanced by carefully selected native seaside upland and wetland vegetation. This is consistent with other site- appropriate maritime uses throughout the Town,of Southold. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 3 criteria. Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section 111—Policies Pages 8 through 16 for evaluation criteria. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. Marinas by nature exist in flood-prone and/or coastal erosion hazard areas. The proposed improvements are necessary to protect the existing marina from the coastal dynamics that continue to threaten it. This project is necessary to support the Town's valuable water- dependent uses that rely on the sustainability of safe harbor and navigability for vessels. I B. Use vegetative non-structural measures to manage flooding and erosion hazards. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements to help absorb and filter stormwater runoff and tidal water inundation. A,strictly soft-shoreline alternative is not practical due to the concentrated wave energies that are directed at these shorelines. This is evident in review of historic aerial photographs that depict erosion and loss of land, as well as viewing of photographs of the site that illustrate the eroded shoreline and unstable conditions of the east peninsula. C. Enhance existing natural protective features and processes, and use nonstructural measures which have a reasonable probability of managing erosion V PV Page 6 of 12 a Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The use of nonstructural measures is not a practical alternative for the stabilization of the easterly peninsula and protection of the marina basin. A non-structural shoreline restoration project would not be able to withstand the dynamic conditions that continue to erode the easterly peninsula due to wave energies and storm surge events. Evidence from review of aerial photographs documenting long term erosion rates demonstrates severe erosion conditions along the unprotected areas of this peninsula. Empirical information documented post-Hurricane Sandy demonstrates that a properly constructed hardened shoreline will prevent loss of property. An exposed shoreline such as the ones found along the west and north sides of the eastern peninsula will experience significant erosion during a storm surge and due to wave action. D. Use hard structural erosion protection measures for control of erosion only where: Construction of a hard structure is the only practicable design consideration and is essential to protecting the principal use." It is submitted that this project is consistent with Policy Standard 4.1.1)and 4.1.D.4.,which notes that the management of flooding and erosion hazards requires a waterfront property owner to "Use hard structural erosion protection measures for control of erosion only where:Construction of a hard structure is the only practicable design consideration and is essential to protecting the principal use." This is consistent with the need for the improvements as designed and proposed for this project. 4.2 Protect and restore natural protective features It is submitted that the proposed project is consistent with Policy Standard 4.2.D., which notes, D. A limited interference with, coastal processes may be allowed where the principal purpose of the structure is necessary to: 1.simulate natural processes where existing structures have altered the coast 2.provide necessary public benefits for flooding and erosion protection 3.provide for the efficient operation of water-dependent uses 4.3 Protect public lands and public trust lands and use of these lands when undertaking all erosion or flood control projects. There will be no further encroachment of structural improve mentsJnto public land. All structural improvements are designed to be either completely within the metes and bounds of the subject property and/or no further seaward than the existing concrete riprap along the south shoreline of the eastern peninsula. The proposed dredging of the inlet will be completed partially within underwater lands owned by the State of New York pursuant to a long-standing agreement between the State and the owners of the Brick Cove Marina property. 4.4 Manage navigation infrastructure to limit adverse impacts on coastal processes. f N P V Page 7 of 12 Chapter 275 Wetlands and LWRF Policy Consistency Brick Cove Marina,Southold The project involves the proposed dredging of the inlet between the marina basin and the Shelter Island Sound/Peconic Bay. The dredging of this inlet has been permitted by the State,Army Corps and Town for many years. The stabilization of the eastern peninsula shoreline is intended to stop the erosion of sediment from this peninsula, which is being deposited into the inlet and marina basin. 4.5 Ensure that expenditure of public funds for flooding and erosion control projects results in a public benefit. This project is being funded by the project sponsors. Public funding is not required. However, public benefit (i.e., a safe navigation channel through the inlet)will be provided. 4.6 The siting and design of projects involving substantial public expenditure should factor in the trend of rising sea levels. The project is being funded by the project sponsor. However, it is important to note that the proposed improvements have been designed with full consideration of current FEMA flood elevations and future sea-level rise. As part of this project, the top of the existing bulkhead around the westerly peninsula will be raised by 18" and the top of the proposed vertical structures on the easterly peninsula are designed to elevation 7.0' (NAVD 88). It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 4 criteria. Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section 111—Policies Pages 16 through 21 evaluation criteria. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. There will be no direct or indirect discharge resulting from the proposed improvements. 5.2 Minimize non-point pollution of coastal waters and manage activities causing nonpoint pollution. There will be no non-point pollution resulting from the proposed improvements. 5.3 Protect and enhance quality of coastal waters There may be short-term turbidity resulting from the proposed dredging activity. This unavoidable biproduct of the dredging would be considered minor in nature with little to no potential for impacts to the surrounding coastal waters. N PV Page 8 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold 5.4 Limit the potential for adverse impacts of watershed development on water quality and quantity. The proposed activity is necessary for the continuation of the water-dependent uses of the property. This project does not propose"development"that would increase the intensity of uses associated with this property and/or impact the water quality of the surrounding water bodies. 5.5 Protect and conserve the quality and quantity of potable water. This project will not have any impact on potable water uses or sources. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 5 criteria. 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 111— Policies;Pages 22 through 32 for evaluation criteria. 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by... 1. Physical loss of ecological components. 2. Degradation of ecological components. 3. Functional loss of ecological components. As previously noted, the project has been designed to incorporate ecological mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of these peninsulas, and the creation of±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 6:1 mitigation ratio for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.2 Protect and restore Significant Coastal Fish and Wildlife Habitats. The marina, boat basin, inlet, shorelines and nearshore areas are not within a NYS Significant Coastal Fish and Wildlife Habitat area according to the NYS Department of State Division of Coastal Resources assessment and map for the Conkling Point, Hashamomuck Pond and Port of Egypt Island area—see attached. 6.3 Protect and restore tidal and freshwater wetlands. NPV Page 9 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The proposed project involves the creation of ±1,375 SF of intertidal wetlands planted with Smooth Cordgrass(Spartina alterniflora), which represents a 6:1 mitigation ratio for the±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.4 Protect vulnerable fish, wildlife, and plant species, and rare ecological communities. The project sponsor is aware of Federal,State and Local restrictions may prohibit dredging of the marina inlet during certain timeframes to protect shellfish and fish spawning habitat. In addition, there are no known instances of vulnerable, protected or rare wildlife or plant species on the subject property or within the area of the proposed dredging activity. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 6 criteria. 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 111—Policies:Pages 38 through 46 for evaluation criteria. This project will have no adverse impact on public access to, and recreational use of the Town's coastal waters, public lands and public resources. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 9 criteria. Policy 10. Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. See LWRP Section 111—Policies;Pages 47 through 56 for evaluation criteria. 10.1 (a)Protect existing water-dependent uses. 10.1 (b) Improve the economic viability of water-dependent uses by allowing for non-water dependent accessory and multiple uses,particularly water enhanced and maritime support services where sufficient upland exists. Marine I and 11 zoning districts have been identified within the Town's harbors, inlets and creeks. These locations are illustrated on Map 11-6. These specific areas are where new water-dependent or water-enhanced uses will-be accommodated or where existing uses will be permitted to expand within limits. 10.2 Promote Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the most suitable locations for water-dependent uses within the Town of Southold. NPV Page 10 of 12 ( 1 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold 10.3 Allow for continuation and development of water-dependent uses within the existing concentration of maritime activity in harbors, inlets and creeks. 10.4 Minimize adverse impacts of new and expanding water-dependent uses and provide for their safe operation 10.5 Provide sufficient infrastructure for water-dependent uses. 10.6 Promote efficient harbor operation. ti It is submitted that the LWPR Policy 10 criteria support this project. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and the Town waters. See LWRP Section 111—Policies;page 57 through 62 for evaluation criteria. 11.1 Ensure the long-term maintenance and health of living marine resources. The project includes best management practices that are intended to support living marine resources as part of the installation of necessary long-term erosion control measures. The health and diversity of marine resources is important to the property owners, who manage a mariculture operation in the Town of Southold. 11.2 Provide for commercial and recreational use of the Town of Southold's finfish, shellfish, crustaceans, and marine plants. The subject property provides commercial and recreational uses that are reliant on the sustainability of marine resources in the Town of Southold and the adjacent water bodies. Furthermore,the proposed improvements to the marina are intended to protect the marina and enhance marine habitat on and around the subject property through the creation of intertidal wetland areas and the implementation of ecofriendly materials such as ECOncrete ° (i.e., ECO Tide Pool Armor to create artificial tide pools within the proposed revetement, ECO Seawalls attached to the new bulkhead sheathing, ECO mats), where possible. 11.3 Maintain and strengthen a stable commercial fishing fleet in the Town of Southold The property owners are active mariculture operators and are supportive of the local commercial fishing fleets. The proposed improvements to this subject property will provide a sustainable water-dependent facility with an opportunity for the property owners to operate future mariculture activities through the marina. 11.4 Promote recreational use of marine resources. N PV Page 11 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The subject property provides 138 slips for safe sheltering of vessels, mostly used for maritime recreation. The proposed improvements are necessary to preserve the integrity of the boat basin and the water-dependent uses of the property. 11.5 Promote managed harvest of shellfish originating from uncertified waters As noted above, the property owners are stewards of mariculture activities. As such, they support sustainable shellfish harvesting. 11.6 Promote aquaculture. As noted above,the property owners manage a mariculture operation,thus seek to promote the sustainability of aquaculture activities. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 11 criteria. N PV Page 12 of 12 Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Refer to Project Narrative Addendum Area of wetlands on lot: <0.5 acres square feet 24%(of buildable area) Percent coverage of lot: _ _ 0/0_ Closest distance between nearest existing structure and upland edge of wetlands: 0 feet Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated?, '226 cubic yards How much material will be filled? 11226 cubic yards -6'(inlet)-4'basin Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: variable { Manner in which material wilt be removed or deposited:. long reach excavator 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): see attached project narrative addendum Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity: See attached project narrative Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? 1 ,226 (cubic yards) How much material will be filled? 11226 (cubic yards) Manner in which material will be removed or deposited: Barge mounted crane and upland excavator for dredging and bulkhead/retaining wall/revetment construction Upland excavator,bulldozer and track mounted skid steers for placement and movement of dredge materials within retained areas of peninsulas ; 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) see attached project narrative for mitigation and impact analysis associated with the proposed actions l tf � 617.20 Appendix B Short Envir•onnrented Assessment Form ']�11 S�C11C�3d3i15 t"ar:+I��aRlsl+�tiri Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification, Complete Part 1 based on information currently available. If additional,research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information ` , d Name of Action or Project: Brick Cove Marina - Dredging and Peninsula Restoration Project Location(describe,and attach a location map). S 1760 Sage Blvd., Southold, NY - Project location maps attached_ Brief Description of Proposed Action;, The project sponsor seeks regulatory approvals for much needed marina basin improvements,which include the dredging of the southerly area of the marina basin as well as the basin inlet channel and the restoration of two peninsulas("easterly peninsula"and "westerly peninsula")along the north shore of Peconic Bay/Shelter Island Sound that flank the marina basin inlet. The proposed activities are intended to stop the chronic erosion of the eastern peninsula(which protects the boat basin and marina),restore both peninsulas to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet This marina, which is located between Conkling Point and Port of Egypt,is a valuable resource to the marine-dependent uses of the North Fork community. Name of Applicant or Sponsor: 'Telephone,917-861-6888 1 Conkling Advisors, LLC E-Mail:andrew@brickcove.com ; Address: i c/o Andrew Salomon, PO Box 12 City/PO: State: Zip Code: East Marion NY 11939 1 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, L NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Fv/1 11 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,fist agency(s)name and permit or approval:SOW EC-Tm1W.U.n ..dW.s NY—Id T Tidal wetland and Water Oualsy Cert NYSDOS-General Consistency Army Corp of Engineers-InCmdual Permd '3.a.Total acreage of the site of the proposed action? 1247_ acres b.Total acreage to be physically disturbed? +_i-1.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1247 acres 4. Check all land us hat occur on,adjoining and near the proposed action. ❑Urban ✓ ural(non-agriculture) E]Industrial [:]Commercial ❑Residential(suburban) ❑Forest Agriculture Oquatic ❑Other(specify)'.,. ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ® V b. Consistent with the adopted comprehensive plans U 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ED 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Name Peconic Bay and Environs,Reason.Protect public health,water,vegetation&scenic beauty, ElAgency Suffolk County,Date 7-12-88 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? r 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: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: n/a ® F1 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: n/a 1 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Z F] i 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 1 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: Pecomc Bay/Shelter Island Sound and adjacent Tidal Wetland areas-see attached protect narrative 14 ntify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ✓ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federalgovernment as threatened or endangered? n L D 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, �j a. Will storm water discharges flow to adjacent properties? �NO ❑ LI YES Z b.Will storm water discharges be directed to established conveyance systems(runoffand storm drains)? If Yes,briefly describe: ®NO AYES Page 2 of 4 �l� J 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,darn)? 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; El a 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: F i I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF_MY KNOWLEDGE Applicant/sponsor name: Date: Brant Reiner(Agent-Nelson, Pope and Voorhis) July 18� 2021 - - Signature: � k Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large s impact impact may may occur occur _1. Will the proposed action create a material conflict-with an adopted land use-plan or zoning regulations? 171 r 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 reasonablavailable energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? 1 Page 3 of 4 No,or Moderate small to large impact impact may may occur, occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage 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. 0 Check this box if you have determined,based on the information and analysis above,and any supporting docuunentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. FfCheck this box if you have determined,based on the inforrnation 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 Vo Usr Jj President Print Type Nat 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 4 V, Board of Trustees Appli�:ation AFFIDAVIT Andrew Salomon BRING 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 Andrew Sa10020AI SWORN TO BEFORE ME THIS �� DAY OF ,20 t i I C Notary Pub1i, JOSEPHINE BRUZZESE NOTARY PUBLIC, STATE of NEW YORK N0, O IBR6277886 Qu.9lified in Kings County Commission Expires March 18, aA Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) UWe, Andrew Salomon , owners of theropertYidentified as SCTM# 1000- 57-1-38.3 in the town of P Southold ,New York, hereby authorizes Nelson, Pope and Voorhis 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 c�I JOSEPHINE BRUZZESE Q M I IWA NOTARY PUBLIC, STATE of NEW YORK NO. 01BR6277886 Notary Pu if Qualified in Kings County r, F Commission Expires March 18, 20 APPLICANT/AGENT/REPRESENTATM TRANSACTIONAL DISCLOSURE FORM The Town of South Jd's Code of Ethics prohibits conflicts of interest on the part oftown officers and employees.The numose of this form is to provide inforination which can alert the town ofnossible cunni orinterest and allow tt to take whateveraetion�s necessary to avoid same. ' YOURNAME: Salomon,Andrew (Last name,fast name,middle m!Ma,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's orcompany'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.) Do you personally(or through yourcompany,spouse,sibling,parent,or child)have a relationship with any officer or employee 'of the Town of Southold? "Rela6onsbip"includes by blood,marriage,or business igterest.`Business interest"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 NO t! 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/agcnt/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;of child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (wheiithe applicant isa corporatioa);- B)the legal of beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); G)an officer,director,partner,or employee of the applicant;or D)the-actual applicant. DRSCRIPTION OF RELATIONSHIP Submitted this QCl'- da of I'vW 6 20 a) Signature Print Name A•w�� Form TS 1 9& BRUZZESE NOTARY PUBLIC, STATE of NEW YORK NO. 01 BR6277886 Qualified in Kings County Commission Expires March 18, 20 425 Glenn Goldsmith,President � � FO(�- Town Hall Annex A.Nicholas Krupski,Vice President "`" �,�," �° 54375 Route 25 John M. Bredemeyer III kyr P.O.Box 1179 Michael J.Domino �� v- " Southold,NY 11971 Greg Williams; Telephone(631)765-1892 r� Fax(631)765-6641 I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 22, 2021 Brant Reiner Nelson, Pope &Voorhis 70 Maxess Road Melville, NY 11747 Re: Board of Trustees Application of Conkling Advisors, LLC 1760 Sage Boulevard, Southold SCTM# 1000-57-1-38.3 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, October 20, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Y urs, Glenn Goldsmith, President Board of Trustees 1 1 Glenn Goldsmith,Presidents ' 00, Y.; Town Hall Annex A.Nicholas Kru ski Vice President p � `ry. 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino„ �ra�a� Southold,NY 11971 a Greg Williams " +,� � "^��i�' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, OCTOBER 20, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday October 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://WWW,SOLItIlOidto,wnny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 843 4487 8128 Password: 533831 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: httl s.//www,soutl-toldtowap . ov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President Town Hall Annex � A.Nicholas Krupski, Vice President n, 54375 Route 25 John M. Bredemeyer IIIc P.O. Box 1179 Michael J. Domino 0 �" ry5 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12.00PM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. i NELSON POPE VOORHIS Aso environmental• land use •plan'ning TRANSMITTAL FORM r TO: Elizabeth Cantrell � r Senior Office Assistant FROM: Brant Reiner Town of Southold DATE: October 12, 2021 Board of Trustees PROJECT: Brick Cove Marina Southold Town Hall Annex Building NPV No.: 21009 54375 Main Road REF: 1000-57-1-38.3 Southold, NY 11971 VIA: Regular Mail X Overnight Messenger Pick-Up l 1 Affidavit of Mailing of Public Notice 1 Original set of certified mail receipts stamped by the US Postal Service 1 Original set of any green return receipt cards received as of today Copy of the materials that were mailed to neighboring property owners (i.e. cover letter, Notice 1 to Adjacent Property Owner form, official Southold Town Trustees public hearing notice,and Southold Town Trustees Worksession and Public Hearing Zoom platform guidelines). I REMARKS: � Pl..�° .�.w� .,. /�..L 0 CT 2021 and cc: I Long Island: 70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59, Suite C6, Suffern, NY 10901 845.368.1472 i Board of Trustees Application PROOF <'lF MAILING SIF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: Brick Cove Marina c/o Conkling Advisors, LLC; 1000-57-1-38.3 NAME: ADDRESS: Southold Shores Assoc Inc. c/o Donal Hymans 10 Evergreen Drive, Upper Saddle River, NJ 07458 Arslanyan, Varujan & Linda 1055 River Rd., Ph 11, Edgewater, NJ 07020 Breezy Shores Community, Inc. P.O Box 925, Mattituck, NY 11952 Gesiak Leszek& Krystyna P.O. Box 1783, Southold, NY 11971 Kedjierski Liv Tr Fam Share, c/o Stephanie Holland PO Box 178, Greenport, NY 11944 Sthld Shores Boat Basin c/o Meaghen 750 Blue Marlin Drive, Southold, NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Ashley Marciszyn , residing at 126 Hobson Ave., St.James, NY 1.1780 ,being duly sworn, deposes and says that on the 28th day of September , 20 21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at 718 Walt Whitman Road, Melville, NY 11747 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature 1 Sworn to before me this Day of20 " � r'� 8^o^ d N tary Pablic � = «.w IN 1E I.......SON POPE VOORHIS environmental•land use •planning September 28, 2021 i Re: Chapter 275 Wetland Permit Application 1760 Sage Boulevard, Greenport fi SCTM#1000-57-1-38.3 NP&V#21009 r To Whom It Might Concern, 4 You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, an application for proposed dredging and peninsula improvements at the Brick Cove Marina property located a 1760 Sage Boulevard, Greenport, Town of Southold is scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, October 20, 2021, beginning at 5:30 pm in the Town Hall meeting hall. Enclosed herewith is an informational notice regarding the videoconferencing details and instructions r for accessing the meeting online. Also included in this package are details and information associated with this project. r f Sincerely, b NELSON, POPE&VOORHIS, UIX I Brant Reiner Project Manager/Sr. Environmental Scientist cc: File i I i i 11 ounp, Ishii 70 RadIIV1eIvillll�F NY 1174/ 631.42/.�61 11� 're fo 111)0'Il)eb"c)0�"Ilnu',.CoII � I i NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES TOWN OF SOUTHOLD A In the matter of applicant: Brick Cove Marina c/o Conkling Advisors, LLC SCTM# 1000-57-1-38.3 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of i Trustees to: 1 i j see attached public notice for project details 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: i r Brick Cove Marina located at 1760 Sage Blvd, Greenport, Town of Southold 3. That the'project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday, October 20, 2021 - at or about 5:30 pm either in person of via Zoom You may contact the Trustees Office at 765-1892 or in writing. j i The above-referenced proposal is under review of the Board of Trustees of the Town of ; Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Conkling Advisors, LLC i MAILING ADDRESS: PO Box 12 East Marion NY 11939 PHONE M 91 AGENT: Nelson, Pope & Voorhis MAILING ADDRESS: mille, NY 11747 PHONE #; 631 427-5665 Enc: Copy of sketch or plan showing proposal for your convenience. ence. ....................... qi a Glenn Goldsmith, President e �pf �r ,�� 'Town Hall Annex A. Nicholas hrupski. Vice President 54375 54375 Route 25 p P.O. Box 1 179 John M. Bi -me�er Ill Southold, New York 11971 Michael J. Domino INC Telephone(631) 765-1892 Greg Williamst' Fax(631) 765-6641 co BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, OCTOBER 20, 2021 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION' FOR: Brant Reiner of Nelson, Pope & Voorhis on behalf of CONKLING ADVISORS, LLC. LOCATED: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 For a Wetland Kermit to dredge _+1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or ±969 cubic yards) to, a depth of-6.0" below Mean Low Water (MLW) and the southerly area of the manna basin (±3,45sgwft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly, peninsula, where possible; some barge work may be required' for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct ±200 linear feet of "Doublewall" block retaining wall' system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an F return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±,233 linear feet of Navy-style bulkhead to an elevation of 7.00" (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±237 linear feet of low-sill bulkhead to an elevation +0.33 (NAND 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for±270sq.ft. of vegetated intertidal marsh areas that will be disturbed al'o'ng the western and northern shorelines of the easterly peninsula as part of this project; remove±954 cubic yards of dredged material from the above referenced inlet and boast basin of this project to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland, area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00" (NAVD 88) to match the highest elevation of the existing!ting peninsula grade with benches and low-profilebollard lighting (for sitting, education and viewing areas), and ±2„850sq,ft, of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas, removal and in-place replacement of±32,0 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead. the top of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead' will be raised 18"to an elevation of 6.90” (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead; permeable, (oyster shell) surface siting areas and walkways will be constructed through the western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. to z N a Q t w Q Q O � Z 2 Z ❑ ❑ ❑ ❑ � 2 ❑ a ❑ ❑ N � ❑ a� m, � o o ' r a U E 3 _ aaE 3 w i ° a°i c ° Ea � oC o � � n � ¢ o U) E a°�r �' E N E W T � a` Q12 U E : o a` ocU �I ® Z v 1111 ❑ r Z° 1311❑ rUa ° ani ru as ga '� .� Ill as � a m a s m a o p `� °' a s m a p l ) C 0 a) Q ) LU i> 0 cc ° O I c�, w l� W U ¢ in OO m FO r3 CC 14 X m d ri v d K m d v C3 ` _ o rq o l cc Ln ° ru o 0 +; y ami E o o U o E 'CO C3 o a O • o ;vmoE r%- • oda = E r� O.0m oa) c 4; o 4Ni " 4�� _a w c c� 1 ywycai mN YrN i 'F✓Y u teW W 0) 00 CO N� ,20E m C CO �P�v �+� a � M m N ' , y cj � ca a 0 W N ➢ V r a) CO to O r °. r a) :'" +� W y°. m r ° k, I E•� Ec ++ d 0 co o rnva7, � _ a rn c z ° mintac° c�ia v, i- Z y - E Eric N N N Z h - o to y- I a E ° T-CC) � to� 2 02 0 O E o r a TSL r M z ZQ O E cE E �� oO 1 � LLo a)cO O At to A U)Uao Q � p¢ a CL .. u Complete items 1,2,and 3.Also completer item 4 if Restricted Delivery is desired. ❑Agent Print your name and address on the reverse 0 A,ddressee so that we can return the card to you. lve to ( tad pya d C DateDateM ivso Attach this card to the back of the mailpiece, „ or on the front if space permits. D. Is delivery address different from Item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 4Cedjierski Liv Tr Fam Share ,c/o Stephanie Holland P.Q. BOX 178 3. Service Type Greenport, NY 11944 ❑Certified Mail® ❑Priority Mail Express- ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑Collect by Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number .....7014 1200 00 0 4655 9521 (Transfer from service label) PS Form 3811,July 2013 Domestic Return Receipt V 2 'a CO 0) a) 2ta) 0 < z (n z z (D —0 Q. CL E 5 a) (In '0 0 a) E Er 0 ON ' -8 -a E E Z5 5 &- � I_D Z -d 0) 0 g -0 a: 0 rn ►ru 03 Ir E Tca 2v 0 b C- 11 El 0 —Q) N -EId = > ru a) ru cc Ca) 2 2-0 C3 ru .0 -- W 1 a) CL L rua) ru a) 2 C3 Z Lu LU '0 0 a) ID a) CO a) W . 4) 1111 El ED 0 CO M X X. 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Date of Deliver, IN Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery addre, different from item 1? 11 Yes If YES enter delivery address below: El No 7. z", 3 A 4 BreezyShores Community, Inc. P-O'M, ox 925 j& Servic e MatMuck, NY 11952 130 Mail® 0 Priority Mail Express- ❑ red 0 Return Receipt for Merchandise ad 13 Mail Collect on Delivery (:64 Octed Delivery?(Extra Fee) El Yes 2. Article Number (Transfer from service labeo 7014 0510 0001 0222 4407 1 PS Form 3811,July 2013 Domestic Return Receipt I� ��000u ' NEW i uu°° uuum '� uuum ��V uuum oii i ull uum r-1 ru � " . v e i _..... Ln ... m.. ,.._ ,. m m ew flJ ru Ln (L .D postage C3 Cerrttllrern Fee CerrBGttllrrrod Fee _...�: C"arch wk C3 PQawn airlk O �I:;I hrrurlaaiIROuArn Il llemelllq G Fee Here' O Rettumi ReeuaVlutt V:�ee ' Ilene reaa leintt lPdequulp lmedp (Endorsement lFka'dq ukean) MM Resttrl r ed r,Hveiry Fee rq'tl grl R°ad Dollrrey Fee ,i �� (E'urutteurnruroent Reu�uuq ed) (End Iorsorientt ttI uuked 1, C3 ru Gesiak Leszek& Krystyba Kedjierski Liv Tr Fam Sham _.,. P.O. Box 1783 ...... ....... c/o Stephanie Holland N Southold, NY 11971 _..... N P.O. Box 178 Greenport, NY 11944 kmazgw u a ,�•. w m,l uW � I uul uml III III i a m omit m c0 Ullla Illulll M Q Ln Ir b ..m iw Ae LnAl ,..D .._._..... ..........e.... 'pea'u^�attua��ad �....,�.�..._....�..,,••�--...,. _..... .,�......_..,_,....•.......,�......•.s._........,. ^1 ..............,.. ...... e.e_. .._.�.._,.,,— .,.._ L I u ..... ...... 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Domino Southold,NY 11971 Greg Williams M, ;, b Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of CONKLING ADVISORS,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SE J,EN DA YS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGTH DAY OR LATER s� __.... residing at/dba .... . . .. ........ .... � c V✓Wc��, �( l 13 ............... ._._NNNNNN....... being duly sworn, depose and say: i That on the I�t4 day of 0,A-6-v , 20 Z t , I personally posted the property known as by placing the IloiI+l of Trustees official noticing poster where it can easily be seen from the.. ....._ street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 20, 2021. Dated: (Si iiatUlL) Sworn to before me this Q fh day of OCT- 20 2 r� DIANE DISALVO NOTARY PUBLIC STATE OF NEW YORK _. _................__........................ E OID1475593 Notary PubBie Qualified In Suffolk County My commission Expires April 30, 20L2' Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED AIL RECEIPTS APPLICATION NAME & SCT #: NAME: ;S. 5-7- /- 39, 3 v /a, � 5-3 /CA, ' S-3- 5 " /a i STATE OF NEW YORK COUNTY OF SUFFOLK. ...__ ,residing at W .,,,, .... being duly sworn, deposes and says that on the day of�...... ...._...... , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CTIIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Dayof,_,,_....._.....,,-. -_.,.....,.. .. r 20 Notary Public ... ........................................................................�..�...... ___ ----- .........._.. Glenn Goldsmith, President S 01/ 4 Town Hall Annex c A. Nicholas Krupski,Vice President 54375 Route 25 � P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams " Fax(631) 765-6641 O , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, OCTOBER 20, 2021 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Brant Reiner of Nelson, Pope & Voorhis on behalf of CONKLING ADVISORS, LLC. LOCATED: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 For a Wetland Permit to dredge ±1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or ±969 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible; some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct ±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct ±233 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for ±270sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±2,850sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas; removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead: the top of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead will be raised 18" to an elevation of 6.90' (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead; permeable (oyster shell) surface siting areas and walkways will be constructed through the western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. E O cu O a N o r a1 p O 'N 00 0 N F- 1 O CL) c 0 H O O u bD i 'U Q N N a a~i 3 a o 00O U O aJ — j ri t N ' v E _ + (B LA z 4, _ aJ MENEMN ate••+ '> 'fa r- +S+ ^ •� WC .� m .0 O •O O L I M ._ 2 41 bD d > s z d C i M O O � V CL W ouo 3 — L t O E J cud c� O w �c O O 3 = 2 � O N V M •u al V •V i O {.1 Ln aJ aJ f� � M 1 CL d - a O J 4- T 0 N (� }' aJ Ea1 u Z tia t O O 0 � -C r- d! L a1 C +- ++ � .� 4J Q N ._ Q N O p 3 L (u 4-0 0 Q 0 u v J I — D o +, u o cn C � L •- Z Q N c c Q �— v Y O Z W O N ca ,V > 3 .� O Vf O D Y x o a O 2 -0V p� a) > -0 aro � u � F- OQE m — -� 3 �• O � p W D J N ,,.., u. _ 4 m O o• 3 3 ,aA N O O O V 0 O=. N 0 a, � 41 V J CO a� m s N o Q W ++ •C 'a p O++ uj0Z N LL +' O t E V mp LL s IW— �. u a, o ° o p Q c0 3 3 o Y uj 4a H4 _ D LU Ws u Z ate+ W w = � c N W P: 3: °o C, 2 cu 0 O a o aA E Z O Ln, P � N o s °�' Glenn Goldsmith, President � � Town Hall Annex � <9 ., A.Nicholas Krupski, Vice President54375 Route 25 John M. Bredemeyer III y,` P.O. Box 1179 Michael J. Domino "w r^ Southold,NY 11971 Greg Williams ' !air Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD ---------------------------------------------------------------- In the Matter of the Application of CONKLING ADVISORS,LLC" COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, ` S+t ' residing at/dba f Lmm being duly sworn, de)oseand say: That on the 5 day of Se.P tl� , 20 Z( , I personally posted the property known as .I..T-6°.....�tejjt 0( a , S�I'fLo (d � � � t15�r by placing the Board of Trustees official noticing poster where it can easily be seen from t he I' street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wedtiesdal, Se te11 mer iS 2021. Dated: f eO. 2Z1 7-021 (signature) Sworn to before me this 27- day of SGPT.20 21 A4" 'CfA4'� DIANE DISALVO �, TAIM-"'USLIC-STATE OF NEW YORK Notary PUb11C No. OID1475593 Qualified In Suffolk County My Commission Expires April 30, 20 27- NELSON POPE VOO H S environmental • land use •planning TRANSMITTAL FORM TO: Elizabeth Cantrell Senior Office Assistant FROM: Brant Reiner Town of Southold DATE: September 14,2021 Board of Trustees PROJECT: Brick Cove Marina Southold Town Hall Annex Building NPV No.: 21009 54375 Main Road REF: 1000-57-1-38.3 Southold, NY 11971 VIA: Regular Mail X Overnight Messenger Pick-Up ENRON ® . 1 Affidavit of Mailing of Public Notice 1 Original set of certified mail receipts stamped by the US Postal Service 1 Original set of any green return receipt cards received as of today Copy of the materials that were mailed to neighboring property owners(i.e. cover letter, Notice 1 to Adjacent Property Owner form, official Southold Town Trustees public hearing notice, and Southold Town Trustees Worksession and Public Hearing Zoom platform guidelines). . 1 2 SEP REMARKS: „ Sffill , i_—Board cc: Long Island: 70 Maxess Road, Melville, NY 11747 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59, Suite C6,Suffern, NY 10901 845.368.1472 Board of Trustees Application 1 1 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS 1 Brick Cove Marina c/o Conkling Advisors, LLC; 1000-57-1-38.3 APPLICATION NAME & SCTM#: ...� NAME. ADDRESS: Southold Shores Assoc Inc. c/o Donal Hymans 10 Evergreen Drive, Upper Saddle River, NJ 07458 Arslanyan, Varujan & Linda 1055 River Rd., Ph 11, Edgewater, NJ 07020 Breezy Shores Community, Inc. P.O Box 925, Mattituck, NY 11952 f Gesiak Leszek& Krystyna P.O. Box 1783,Southold, NY 11971 Kedjierski Liv Tr Fam Share, c/o Stephanie Holland PO Box 178, Greenport, NY 11944 Sthld Shores Boat Basin c/o Meaghen 750 Blue Marlin Drive, Southold, NY 11971 I STATE OF NEW YORK COUNTY OF SUFFOLK Brant Reiner „residing at 70 Maxess Road, Melville, NY 11747 being duly sworn, deposes and says that on the 7th day of September _, 20 21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at 718 Walt Whitman Road, Melville, NY 11747 that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this I Da of Y „ 20 ,p; y r z,^ a � r` ry Public " aAic I Op E .t ^ ;W NELSON POPE VOORHIS environmental®land use -planning September 7, 2021 Re: Chapter 275 Wetland Permit Application 1760 Sage Boulevard,Greenport SCTM#1000-57-1-38.3 NP&V#21009 To Whom It Might Concern, You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, an application for proposed dredging and peninsula improvements at the Brick Cove Marina property located a 1760 Sage Boulevard, Greenport, Town of Southold is scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday,September 15, 2021, beginning at 5:30 pm in the Town Hall meeting hall. Enclosed herewith is an informational notice regardingthe videoconferencing details and instructions for accessing the meeting online. Also included in this package are details and information associated with this project. Sincerely, NELSON, POPE &VOORHIS, LLC Brant Reiner Project Manager/Sr. Environmental Scientist cc: File Long Island: 70 Maxess Read, Melville, IVY 11747 * 631.427.5665 9 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, IVY 10901 ® 845.368.1472 t r i . l Glenn Goldsmith, President �, Town Hall AnnexAp J A.Nicholas Krupski, Vice President �' l54375 Route 25cm j John M. Bredemeyer Ill P.O. Box 1 179 Michael.1. Domino " ra w,'° Southold, NY 11971 Grcg Williams "'h` p,. Telephone(631) 765-1892 Fax (63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, SEPTEMBER 15, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA A ZOOM ONLINE PLATFORM A Re ular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 15 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at htt s://www southoldtownn ov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM—4:OO13M. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 813 4681 5078 Password: 851461 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: http :J/www southoldtownny. cLy At the bottom of the picture on the main screen click on the second button from the right "Town Records, Webhnk/Laserfiche" go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications", click on "Pending", all files are listed by name in alphabetical order. Click on the name of the application to view the file Chapter 55 PUBLIC IMARINGS, NOTICE OF §55-1. Providing notice of public hearings. [HISTORY: Adopted by the Town Board of the Town of Southold 12-27-1995 by L.L. No. 25-1995.Amendments noted where applicable.] § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place- for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and', addressed to the owners at the addresses'listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 55:1 os-or-2M NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES TOWN OF SOUTHOLD In the matter of applicant: Brick Cove Marina c/o Conkling Advisors, LLC SCTM# 1000-57-1-38.3 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: see attached public notice for project details 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: Brick Cove Marina located at 1760 Sage Blvd, Greenport, Town of Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE. Wednesday, September 15, 2021 - at or about 5:30 pm either in person of via Zoom You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal PROPERTY OWNERS NAME: Conkling Advisors, LLC MAILING ADDRESS: PO Box 12 East Marion NY 11939 PHONE#: 9 AGENT: Nelson, Pope & Voorhis MAILING ADDRESS: PHONE #: 631 427-5665 Enc: Copy of sketch or plan showing proposal for your convenience. ........... Glenn Goldsmith, President '�l *rg SO Town Hall Annex 54375 Route 25 A. Nicholas Krupski.Vice President P.O. Box 1179 John M. Bredemever III p Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams A Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, SEPTEMBER 15, 2021 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Brant Reiner of Nelson, Pope & Voorhis on behalf of CONKLING ADVISORS, LLC. LOCATED: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 For a Wetland Permit to dredge ±1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or±969 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible; some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct±233 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina afterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for±270sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doubjewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sifting, education and viewing areas), and' ±2,850sq,ft., of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas; removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead: the top,of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead will be raised 18'° to an elevation of 6.90, (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead; permeable (oyster shell) surface siting areas and walkways will be constructed through he western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. 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Box 925 � I PO Box 178 r` enport, NY 11944 Mattituck, NY 11952 „rlr�r�!rV//�Ilo�rgru!r/U/t �, y/�°r1,M9i°�,r�lu�ioyl�e _ _ r „�✓>'i�i�r,�9/; Complete items 1,2,and 3. A. Slgrla to 11 Print your name and address on the reverse t� Agent so that we can return the card to you. 11 Attach this card to the back of the mailpiece, y(Printed ameAddre ,r B. Received � CCD„ Da�o�fellve or on the front if space permits,. . - , , _`;t e ' 1. Article Addressed-to. ' oD. Is delivery addr s differentfront Item I? CSI yeas If YES,enter,dellveryaddress below: ❑No Gesiak Leszek Gesiak Krystyna PO Box 1783 Southold, NY 11971 3. Service Type Adult Signature ❑Pdorhy Mall Express® j ❑ 0 RegCstered Mairrm Adult Signature Restricted Delivery 0 Refafia13 dstepad Mall Restrict( 9;:90'94025894 far rani sea a 90 ❑certified 1�rall R cted Delive MerchaDo ndise 6 ❑Cod�octpn�DaEIv Delivery d�RaEaumaR�colptfor 7 2 er ±. Heft ed Dellve ❑SiignatRestricted se 2 4 5 0u a.4 lard piatrc# `brly ry Signature ConfirmationTM Article Num Service labeli a'Collect on Relive Restrict ❑Signature Confirmation ._ .� 2:2 2 " 1 Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 i Domestic Return Receipt • Complete items 1,2,and 3. A. Signature • Print your name and address on the reverse so that we can return the card to you.• Addreaer os card to the back of the mailpiece, B. Received by(i�rl rted Adarrrep C. ate t DeiiVeq or n the front if permits, I Anile Addch iessed toto ' "� t D. Is delivery address different from item 1? Yes If YES,enter delivery address below: ❑No Sthld Shores Boat Basin c/o Meagher 750 Blue Marlin Drive Southold, NY 11971 fPfP pp pp pN P 3. Service Type Norlty Mail expreax,e ❑Adult Signature 0 Hegistered Madfrme ❑Adult ad Ma1tls dgnatprre R tsd'oteryi Delivery ❑R f 1 Certifieda�ist d Mall ft,strdotar, Vedivoty 9590 9 402 5894 0049 2148 13 ❑Certified Maid Restricted Delivery ❑Return Receipt fon ❑collect on Dailvery Maas tdise 2. Article Number q”ansfer from service lab;)j- ❑C011ect an Delivery Restricted Delivery ❑Signature ConfirmetlonTM 7 014 1200 009 ❑Insured Mall ❑Signature Confirmation 4 6 5 5 9 0 9 5 fail Retrrcted Ev Restricted Delivery PS Form 3811,July 2015._PsN 7 b0-02-,GUU-9u53" , Domestic Return Receipt e A. Stg tf complete items 1,2,and 3. � " 0 eta er>„- Ia Com ' 03 M, Print your name and address on the reverse i Agent so that we can return the card to you. Attach this card to the back of the mailpiece, B."Rec'ived by(Printed N=,ore) C. Date ofDelivery _ or on the front if space permits: 1. Article Addressed to: D. Is delivery address different from herr 1? 0 Yes If YES,enter delivery address below: ❑ No Arslanyan Varujan Arslanyan Linda 1055-River Rd, Ph 11 Edgewater, NJ 07020 GG GG tlI I(` @u (C fI Iu�I6 I 3. Service Type ❑Priority Mall Express ❑Adult Signature ❑1gd3#ztd.McIIrM ❑Adult Signature Restricted Delivery ❑Ragiskaread Mali Restricted ❑Certified Mair DallvtHy ❑Certified Mall RoWctsd Delivery ❑Return Receipt for 9590 9402 5894 0049 2146 91 [I Collect on D�ivsry Merchandise Trn ❑Collect on Deliveay Restricted Delivery ®Signature Confinnatbn 9- Article Number d7`rdnsfer from service tabell all ❑Signature Conflrmatlon 7020 2450 0001 113 2 4208 i It Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Dom tic Return Receipt e I gra'attat+e Complete items 1,2,and 3. Agent Print your name and address on the reverse 0 ddrreessee so that we can return the card to you. oe d by(Printetf lyame) C Date Delivery Attach this card to the back of the mailpiece, �. or on the front ifspace D. Is d live addr "s diff --permits. siert from Bto 1? Yes �i AMtrlo ArlriracePrl tn' ry If YES,enter dati,very address below: p No Kedjierski Liv Tr Fam Share } C/o Stephanie Holland, TTEE r- PO Box 178 Greenport, NY 11944 3. Service Type ❑ I priority starMall Expres ❑RodMaIlIT- ❑Adult Signature Me•AultSignature Restricted Delivery ❑ Restdcte I-]Certified Mall® Mall Restricted Delivery 0 Return Re"�pt for 9590 9402 5894 0049 2148 06 0 Collor Delivery Restricted livery ❑sin rare ConfirmationTI ❑Collect on Delivery 2, Artice Number(Transfer from service label) ❑Insured l ❑Signa A 1 Restricted Delivery Restricted Delivery L Confirmation 7 _ -- -- - -- Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 a - i a o N a ®F 11 Id Complete items 1,2,and 3. A. Signature Print your name and address on the reverse i � �� "� Agent so that ire can return the card to you. ''Address Attach this card to the back of the mailpiece, t3. Received by(Printed Name) C. Date of Delive _ or on the front if space permits, 1. Article Addressed to: D. Is delivery address different from Item 1? Q Yes If YES,enter delivery address below: ❑No Breezy Shores Community, Inc. Pl Box 925 M,attituck, NY 11952 pp 3. 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T o ' Cn � -9 3 3 mea v O LO }• asamm p ru vW o O N Zam C � Uo0 r FC mN'`� d 1? x -'4 sivoo � v O a RMEW ru❑❑ � — 00o 00 v ca m ® E C o v C77 i f`- E a V- 00 a (a Q o o CO Complete items 1,2,and 3. tnar Print your name and address on the reverse At so that we can return the card to you. ❑ ddresaec Attach this card to the back of the mailpiece, ce by yrfa�ted fa�a a Bate' (Delivery or on the front if space permits, y n.+ania nririracc(ari tn- D. Is d livery ad,c ss different from item 1? ❑Yes If YES,enter Ivery address below: ❑ No Kedjierski Liv Tr Fam Share W c/o St.4phanie Holland, TTEE PO Box 178 GreenOrt, NY 11944 II ISI III III I I ISI II II I II I I I II I I I I I II ❑Adult Signature ❑Registered Mail Express® 3. Service Type ❑Pr; @glstered McIITM ❑Adult Signature Restricted Delivery ❑ Istsaed Mall Restricted ❑Certified Mall® very 9590 9402 5894 0049 2148 06 ❑certified Mall Restricted Delivery ❑RMatun^a Roo elptfor ❑Collect on Delivery Merotandlss 2. Article Number(Transfer fmin service Well ❑Collect on Delivery Restricted Delivery ❑Signature Confirmatlon' ❑Insured Mall ❑Signature Confirmation 7020 2452 0001 113 2 4239 d l Restricted Delivers' Restricted Delivery PS Form 3811,July 2M PSN 7530-02- O - p Domestic Return Receipt PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK > COUNTY OF SUFFOLK residing at being duly sworn,deposes and says that on the day of, 20_, deponent mailed a true copy of the Notice `set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office at ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of a 20 Notary Public NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Andrew Salomon(member,Conkling Advisors,LLC) SCTM#1000-57-1-38 3 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: refer to project narrative addendum attached to this application package 9 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1760 Sage Blvd, Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: { .DATE: You may contact the Trustees Office at 765-1892 or in writing. E P The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Conkling Advisors, LLC MAILING ADDRESS: Go Andrew Salomon,PO Box 12,East Marion,NY 11939 PHONE #:, AGENT: Brant Reiner MAILING ADDRESS. Nelson,Pope and Voorhis,70 Maxess Road,Melville,NY 11747 P H O N E #: (631)427-5665 c P Enc: Copy of sketch or plan showing proposal for your convenience. Glenn Goldsmith President Ot/( �O C� Town Hall Annex A.Nicholas Krupski,Vice President 4'��O Gym 54375 Route 25 John M.Bredemeyer III �o P.O.Box 1179 Michael J.Domino �r Southold,NY 11971 Greg Williams 4-, p!� '� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 1, 2021 Brant Reiner Nelson, Pope &Voorhis 70 Maxess Road Melville, NY 11747 Re: Board of Trustees Application of Conkling Advisors, LLC 1760 Sage Boulevard, Greenport SCTM# 1000-57-1-38.3 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing'on Wednesday, September 15, 2021 beginning at 5,30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. V ry Truly Yours, Glenn Goldsmith, President Board of Trustees 'Glenn Goldsmith, President ; ��d COG Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer III N P.O. Box 1 179 Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 �= Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, SEPTEMBER 15, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA A ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 15, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view andlisten to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option-to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 813 4681 5078 Password: 851461 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche", go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President O�OS�FF014`C �� Town Hall Annex A.Nicholas Krupski, Vice President ��5 G1} 54375 Route 25 John M.Bredemeyer III fro z P.O. Box 1179 Michael J Domino Fy Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said, application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Board of Trustees Appli(,, _,pion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAM NAME: X71.7 1 s l;4f, �� ; 1 STATE OF NEW YORK COUNTY OF SUFFOLK ,residing at being duly sworn, deposes and says that on the day of , 20_____, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: CONKLING ADVISORS, LLC SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, September 15, 2021 — at or about 5:30P.M. — Either in Person or via ZOOM. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold Lam' CO S Rf NCY 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 propged a-tion -will be evaluated as to its sigwrlcani beneficial and adverse of We open the coastal area�'�,,rlr ch in lu&s all of�autl of `Irr-1m 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, 0. eh apswcr must he explained in details, listing both supportiingrand non- sgppagrtin f cti. If an action cannot be certified as consistent with the LWRP policy standards and conditions,if shall n0-t b6 undataken. 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# 57 1 38.3 PROJECT NAME Brick Cove Marina - Dredging and Peninsula Restoration h The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate`response): (a) Action undertaken directly by Town agency(e.g. capital 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: Refer to project narrative addendum attached to this application package ` J Location of action:1760 Sage Blvd,Southold Site acreage: 12 47 acres Present land Use:Marina/residential/pool with bathhouse/tennis Present zoning classification: Marine ll 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: I (a) Name of applicUlt:Conkling Advisors,LLC (b) Mailing address: c/o Andrew Salomon,PO Box 12,East Marion,NY 11939 (c) Telephone number:Area Code( J 631-427-5665 x186 (d) Application number,if any: ,IV ilig Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes.l _1 No If yes, which state or federal agency?, 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, x Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY, j 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. VYes [-� No ❑ Not Applicable This project meets the Town's LWPR Policy 1 standards,which includes"encouraging water-dependent uses to concentrate in existing locations of maritime activity, See Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L{WARP Section III—Policies Pages 3 through 6 for evaluation criteria 1_J Yest] No W1 Not Applicable 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 [J No ❑ Not Applicable This project meets the Town's LWPR Policy 3 standard 3 1 G,which seeks to"Enhance visual quality and protect scenic resources throughout the Town of Southold. Improve the visual quality of historic maritime areas. See Project Narrative Addendum included with this application 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 4 Yes ❑ No ❑ Not Applicable see Project Narrative Addendum included with this application 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 W]Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ r" Yes No Not Applicable see Project Narrative Addendum included with this application 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. Yes; No W] Not Applicable Attach additional sheets if necessary i Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 1 ` Yes 11 No Not Applicable i 9 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. �✓ YeO No❑Not Applicable see Project Narrative Addendum included with this application Attach additional sheets if necessary i � 1 WORKING COAST POLICIES Policy 14. 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 see Project Narrative Addendum included with this application 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. Lr_—_l Yes D No❑ Not Applicable see Protect Narrative Addendum included with this application 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❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No 0 Not Applicable PREPARED BY Brant Reiner(Nelson,Pope and Voorhis) TITLE Project Manager DATE July 18,2021 NELSON POPE POPE VOORHIS planning July 28, 2021 FR' AUG E 9 IN E l5 uSENT VIA FEDEX Glenn Goldsmith, President 2 2021 Southold Board of Town Trustees Town Hall Annex 54375 Route 25 Southold Town PO Box 1179 Southold, NY 11971 Re: Chapter 275 Wetlands Permit and LWRP Consistency Brick Cove Marina,1760 Sage Blvd,Southold SCTM No.1000-57-1-3&3 Dear President Goldsmith: Conkling Advisors, LLC, the owners of the Brick Cove Marina property located 1760 Sage Blvd., Greenport,Town of Southold, NY have engaged Nelson Pope Voorhis (NPV)to assist with the design and regulatory review process associated with much needed channel maintenance and marina basin improvements. The improvements include the dredging of the southerly area of the marina basin as well as the basin inlet channel and the restoration of two peninsulas ("easterly peninsula" and "westerly peninsula")that flank the inlet along the north shore of Peconic Bay/Shelter Island Sound. The proposed activities are necessary to stop the chronic erosion of the easterly peninsula (which protects the boat basin and marina), restore both peninsulas to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. A description of the proposed improvements is provided in the Project Narrative and Application Addendum included with this submission package. On May 12, 2021, our office and the project engineer, Matthew K.Aylward, PE (from R&M Engineering) met with the Trustees and the property owners at the property to inspect the eroded shorelines and discuss conceptual ideas for the stabilization of these areas. The Trustees offered constructive feedback, which was factored into the project as it evolved from the conceptual phase to the technical engineering phase of plan development. The project scope has been adjusted (to include necessary dredging of the southerly area of the boat basin as well as tweaks to some upland improvements) since our pre- submission meeting. However, the general concept of the project remains unchanged - restoring the peninsulas to a purposeful protective/functional and stable condition and ensuring safe conditions in all navigable areas associated with this marina. The chronic erosion of the easterly peninsula is documented in the historical aerial imagery of the subject property. Copies of these aerials are included with this application package in support of the proposed easterly peninsula restoration efforts. The marina, boat basin, inlet,shorelines and nearshore areas are not within a NYS Significant Coastal Fish and Wildlife Habitat area according to the NYS Department of State Division of Coastal Resources assessment and map for the Conkling Point, Hashamomuck Pond and Port of Egypt Island area — see attached. Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Brick Cove Marina Chapter 275 Wetlands Permit and LWRP Consistency The dredging of this inlet and marina boat basin as well as other improvements necessary to the operation of this marina and the safe navigation of vessels have been approved by the Trustees in the past. Copies of previous permits are included with this application package. All proposed work is in accordance with best management practices for marina operations. We therefore respectfully request a Wetland permit from the Town Trustees for the proposed improvements. To satisfy the requirements of this request and in support of this project, enclosed herewith are four (4) copies (including 1 original provided as necessary)of the following materials: • Southold Town Wetland Permit Application form; • Southold Board of Trustees Application Affidavit; • Southold Board of Trustees—Owner Authorization form acknowledging Nelson, Pope&Voorhis acting as agent for this project; • Southold Board of Trustees Applicant/Agent/Representative Transaction Disclosure Form; •, Southold Town LWRP Consistency Assessment Form; • $250 check payable to the Town of Southold; • Article of Organization; • Previous Trustees approvals associated with these underwater and shoreline areas; • NYSDOS Critical Fish and Wildlife Habitat Assessment Form and Map; • Historical aerial analysis to demonstrate erosion of the easterly peninsula; • Project Location Map, FEMA map, NYSDEC Tidal Wetlands Map, and National Wetland Inventory Map; • Existing conditions site photographs; • Hydrographic Survey prepared by Sea Level Mapping in December 2020; • Engineering Plan package prepared by R&M Engineering on June 22, 2021 to show all proposed site improvements; and, • Mitigation Plan package prepared by Nelson, Pope&Voorhis on July,19,2021 to demonstrate the proposed vegetative mitigation associated with this proposed improvements. Should there be any questions regarding the enclosed materials or the project in general, please do not hesitate to contact me. Thank you. S Very truly yours, NELSON, POPE &VOORHIS, LLC Brant Reiner Project Manager/Sr. Environmental Scientist cc: file rN PV Page 2 of 2 � NELSON POPE VOORHIS �_ environmental• land use •planning TRANSMITTAL FORM TO: Glenn Goldsmith, President FROM: Brant Reiner Southold Board of Town Trustees DATE: July 28, 2021 Town Hall Annex PROJECT: Brick Cove Marina 54375 Route 25 1760 Sage Blvd.,Southold PO Box 1179 NPV No.: 21009 Southold, NY 11971 REF: VIA: Regular Mail X-1 Overnight Messenger Pick-Up COPIES • 4 j Chapter 275 Wetlands Permit& LWRP Consistency Application Package copies(see cover letter I for detailed list of contents) --1 Check#126 from Conkling Advisors LLC for$250.00 —� i I I a REMARKS: AUG = 2 2021 Southold Town Board of Trustees cc: Long Island: 70 Maxess Road, Melville, NY 11747 • 631.427.5665 • nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472