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Home My WebLink AboutTR-9933 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A. Nicholas Kru ski,Vice President P + P.O. Box 1179 Eric Sepenoski 4 1 h"' Southold, New York 11971 Liz Gillooly 'w � Telephone(631) 765-1892 Elizabeth Peeples P Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD, SOUTHOLD SCTM# 1000-56-7-1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit #9933, as issued on June 16, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, A Nicholas Krupski, Vice-President, Board of Trustees ANK:dd F T AMNEW & -CONSULTAWS APR 2023 1st PERMIT EXTENSION REQUEST April 7, 2023 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re: Permit#9933 Goldsmith's Boat Shop, Inc. 64150 Main Road, Southold SCTM#1000-56-7-1 Dear Board of Trustees: The above referenced permit is due to expire June 16,2023. As the approved work has not been completed,please accept this letter as a request for the first one-year extension. The permit extension fee of$50.00 is attached. Thank you in advance for your attention to this matter. Your ly, Robert �. Herrmann Coastal Management Specialist /tcr Enc. mmm 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 wwweenconsultants.corn environmental consulting GIcGoldsmith,President Town Hall Annex Ym A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski .�, tooP.O. Box 1179 Liz Gillooly r Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report "IIDate/Time: ( � a5Cornpleted in field by: En-Consultants on behalf of GOLDSMITH'S BOAT SHOP, INC., requests a One (1) Year Extension to Wetland Permit#9933, as issued on June 16, 2021. Located: 64150 Main Road, Southold. SCTM#: 1000-56-7-1 Type of area to be impacted: 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; G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples Glenn Goldsmith,President QF SU(/r�o Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25�� lQ P.O. Box 1179 John M.Bredemeyer III s�i[ Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �y'rOUNT`I,� 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, liay-bale line/silt boom/silt'curtain. 1St day of construction- % constructed -When project complete, call for cornpliance'-inspection; ; g ra\gag up-''g�' M 2 S M 35 '41 i'� t't Yr '7 M4, .... ..... ........................... ................... .111.11.111,111.......... V i JIM— BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK .......... PERMIT NO. 9933 DATE: JUNE 16,2021 ISSUED TO: GOLDSMITH'S BOAT SHOP, INC. PROPERTY ADDRESS: 54150 MAIN ROAD,SOUTHOLD SCTM# 1000-56-7-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16, 2021, and in consideration of application fee in the sum of$250.00 paid by Goldsmith's Boat Shop, Inc.. and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i " ' ,, Wetland Permit to restore,enhance,and stabilize+57' (&var.)x+394' portion of naturalized breakwater at mouth of commercial marina basin,incorporating living shoreline methodology,as follows: 1)raise elevation of breakwater by up to 4 feet(2 feet above MHW),using approx. 1,800 cy of clean sandy rill from an approved upland source,to be planted (above SHW)with approx. 11,000 sf of salt-tolerant native vegetation; 2)stabilize south/windward face of raised breakwater with+450 If of I—4 ton stone armor(1,095 cy)on filter cloth; 3)stabilize north/leeward face of raised breakwater with+394 TIM, If of 150 to 500 lb. stone rip-rap(approx. 150 cy); 4)stabilize north,west,and east sides of raised breakwater with+497 If of low-sill vinyl bulkhead(elevated+12" below MHW); and 5)establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging+12' wide,approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW,using approx.240 cy sand/silt spoil to backfill approx. 131 wide,5,200 sf area south of low-sill bulkhead(partially over rip-rap),and planting backfill area with approx. 5,200 sf of vegetated tidal marsh,including Spartina alterniflora (12" O.C.), between low-sill bulkhead and MHW(+I V), and Spartina patens(12"O.C.), between MHW and SHW (+21) ; and as depicted on the site plan prepared by Vachris Engineering.dated April 12,2021 and stamped approved on June 16,2021. le IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Sea] to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. ORE GLENN GOLDSMITH-RECUSED M —z _ __ _ .- ......................... ......... ......................... ............ ........................ ........... AM 13 no""111Vp e 5 7 P", TERMS AND CONDITIONS The Permittee Goldsmith's Boat Shop, Inc., residing at 54150 Main Road Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �QF Sol/T' Town Hall Annex A. Nicholas Krupski,Vice President Q �� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer IIIc[ Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2021 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 ;y RE: GOLDSMITH'S BOAT SHOP, INC. 54150 MAIN_ROAD, SOUTHOLD SCTM# 1000-56-7-1 Dear Mr. Herrmann: The Board of Town Trustees tookthe following action during its regular meeting held on- Wednesday, June 16, 2021 regarding the above matter: WHEREAS, En-Consultants on behalf of GOLDSMITH'S BOAT SHOP, INC. 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 April 30, 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 application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 16, 2021, at which time all interested persons were given an opportunity to be heard, and, 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of GOLDSMITH'S BOAT SHOP, INC. to restore, enhance, and stabilize +57' (& var.) x +394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet (2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt-tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with +450 If of 1 —4 ton stone armor(1,095 cy) on filter cloth; 3) stabilize north/leeward face of raised breakwater with +394 If of 150 to 500 Ib. stone rip-rap (approx. 150 cy); 4) stabilize north, west, and east sides of raised breakwater with +497 If of low-sill vinyl bulkhead (elevated +12" below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging +12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13'wide, 5,200 sf area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200.sf of vegetated tidal marsh, including Spartina alterniflor'a (12" O.C.), between low-sill bulkhead and MHW(+11'), and Spartina patens (12" O.C.), between MHW and SHW(+2') ; and as depicted on the site plan prepared by Vachris Enginee'ring,'dated April 12, 2021 and stamped approved on June 16, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees, must'be-paid, if-applicable,:and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00,per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, A Nicholas Krupski, Vice-President, Board of Trustees ANK/dd SITE VML- f4'3dlsar G'Id Saybrook • Guilford —1 Fi shei voG • S w Y E - r hreL pori a rd * nef- G•rd- 'I m rs44 Island , jpt SOL.tl�.� , c�,.-.ltr Ic, arnd k lv�cntnuk: x I-'L"Cf11Ogu@ N.3 ea ue �. Sag t larbor P 9 _, �'ai e3 l t l t LJC lci I East -lam pt;-,; Br dgoh arnptcn r R verhead d'i3=Cr `AIII cr,cc ti SC1L,.hamptc-n ,e N I'3rllP. N P NpR , ZN s.h.3mptcn 1 q 9 VICINITY MAP ` + N.T.S. z DRAWING LIST- 18002-1 , IST- 18002-1 , DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / SITE PLAN AND VICINITY MAP" 11 ' FILE #15-92, SURVEY DATED JUNE 12, 2015, BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC y 18002-2, DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / EXISTING CONDITIONS PLAN" 18002-3, DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / PROPOSED LAYOUT PLAN" 18002-4, DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / SECTIONS" • . NOTES= 1 . SURVEY INFORMATION SHOWN WAS TAKEN FROM THE SURVEY TITLED, "HYDROGRAPHIC AND TOPOGRAPHIC SURVEY" PREPARED BY ROBERT H. FOX AND LAST REVISED NOVEMBER 2019. 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. 3. ACCESS TO SITE TO BE GAINED BY BARGE. 4. APPROX. 1 ,800 CY OF CLEAN SAND FILL TO BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE FOR SUPPLEMENTAL BACKFILL, AS NEEDED. AREA OF WORK SITE PLAN N.T.S. ��z � � � ADJACENT PROPERTY OWNERS L� �� U O TOWN OF SOUTHOLD SCTM #1000-56-6-12.1 SOUTHOLD, NY APR 2621 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER O MILL CREEK PARTNERS, INC. SCTM #1000-56-7-2 SOUTHOLD, NY THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL outhold Taws ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT oard of`I"rusteas AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FOR PERMIT M.o .Yof� OWNER SCALE PROJECT •/ . VACHRIS GOLDSMITH'S BOAT SHOP SUBJECT DA APRIL 12 2021 GOLDSMITHS BOAT SHOP, INC. YM: 64150 MAIN ROAD SHORELINE STABILIZATION w ENGINEERING N.T.S. CONTRACTOR LOW SILL BULKHEAD AND STONE ARMOR �s SOUTHOLD NEW YORK DWG. NO. NC ,s;; 370 OLD COUNTRY ROAD ' NO. DATE REVISION BY GARDEN CITY, NEW YORK SCTM 1000-56-7-1 SITE PLAN AND VICINITY MAP 18002-1 O MD` cV M / ^ ^ / ^40 O y /41) "' ^, / p / cp 40 "' M �; / l i ^' `IV rn ^ / / O A-) / M �/y SCT#1000-56-7- 1 o N ^ V / / rn h O ' aM ° / Ot1-1 `'. 00 GOLDSMITH'S BOAT SHOP INC.ro (,vM / 00 p / O (IV N 0) co co ov C))O ' M / / p0O40 co h p ^ / M d 0) / / 4�' ^ / _. �' / O' M oo . Q Nj MM. N (IV . M , /c0 co co / %�' pp� h 0 40p / % / M / co h Oh ct) VL / M p M M 41) 40 ^ rn / / ^. p / O• h / O(10 O O / ,� c0 4D M IV) c0 M M % / C0 M (IV / /\' / p / O' O M' ^ ♦ tk v ti c cV. � o I , / (O co' � � � � / 'v �O h X / o�' � � / cb'� h / M' c0 Q / co p� co M h M `. 1 ' co Q 0) Co / M ` o VISIBLE STONE / / h' / ' ^ 00 O / ^' / „�• O •� rL;�O V � M N �; N co c�/ /I, cV M M co AND BRICK / co co. N / ^' ^ ^ / �' , / % / M ! / /'D� '� v / / 0 1 / / ( c0 p (NOV. 2019) (TYP.) / / �o ,� / / ^' ^ h /� co / (0 O O �o tx Q , c0 / A,' A) O (o M / p h O / ^ ^ M ^ / �o � / �• p O 1 / / O' / / / MLW c0 / / Ny ^ . ) O' p ' O rL i ry °' / M `° � 00 co ° / c0h % co. O �l rn 40* ^ (IV ` / c ' '� �oco' c , /� crj ^ oh l i co co / j cy O O ctj. r .. / / , p / �o' O- O / �j , / co' ,� / h' /.�. ,\ / �O n' o d i / `V N cV c° D / co h / ca O / �o' / O �DxRIP RAPct) / `L CC, ov c/0 N co iv M �O %� O Rj ( � �o %o / �o O. h / M �' co �' .. "l. /h' ,� • — /h �o M N ^ q� ^ ` / co• `�' / �o / p• h O / h '� (o ,� /h / 40 '` titx N 40 N N M / o %0•IVL h h co (o O / <r� ` / h i� Nt 40 (0 `n � N o � ^ ^ O o ^ � . __._r . _...r .. ..1. .•�. - . .. .� .MLW •� .. i , � / ,�. �� , / �. O. M N 7 c/V M ry v I M l l j O� p� / ,� �' / 00 40 4 Ov (IV 40 rn o ^ / / N c i T c� o T/Nc BR ��, - AREA OF EXIST. STONE WITH HM VEGETATION , ,`�' 1 �� 0) co Ov N N � ti IV� N N N h M ^ , N ^ h /�, O '`� tx N N D4 4f) / N M ^ O IrV lbO / ' / , O / , L^ /V' ^ co , q�% 0) p rV h 4D' ^ ,D cr C) ov ncV � O /•h co V ov p / / n j (IV 0) ^ 0) /ry tx �' p / ry o) / O �• /'�' 1 ov M' / co / cV N cV 4o ^ / , i w / M' n�0 ' n° p / M �� '`� iD• h ,� 1 tx / / l j N / c/�, c/�j ry Ao p o ry / / ' N ov p / / „O p p p / M !' ,hrL ,`' �� ,'`� � /"� M ^ M M ^ �j� l / / M M MAo h M M M / / M M O / M O / A-)/'`� O / �%`l' ,'D 4D �` /G,q�/O cn �` N p / / M Ar) M M / A-) M /''� ,� .�`I' ), b /� ,,�Dl i� tx M w ^ / , M' M O / M co ctj of 0i 0 p O 0) p / , / MA-) M, h / ^0' M A-)l l ,co ,co* co Co ^ ^ N M M / tij' h p: / M D: / / , / i' ^ ^• ^. M / MA-)' Mpg V A)' h co � %' 0) o) 0; N ^ �. �, LEGEND NOTES - 0). 00 ct) co co � o rn / / M M cb ,� OtjoO —3.3 SPOT ELEVATION (NAVD88) 1. SURVEY INFORMATION SHOWN WAS TAKEN FROM THE � / / 0� ^ ^ / M ^ S SURVEY TITLED, "HYDROGRAPHIC AND TOPOGRAPHIC MEAN LOW WATER ,`b � O O rn / M" ,� �ArI _ — _ — SURVEY" PREPARED BY ROBERT H. FOX AND LAST �S MEAN HIGH WATER REVISED NOVEMBER 2019. / ER 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. ctj ,ct co / / ^ h D� M' �EL VISIBLE STONE AND BRICK 3. SURVEYOR CONTOURS SHOW MHW AND MLW AS THE / C' co, co FOLLOWING: col co0) /� `b co cc) (o / / ^ O �° O OUTLINE OF EXIST. MARSH • MHW EL. 1.6f co M M h M Ov , • MLW EL. (—)1.7f co l / ('vM / � cb/ 4�' M � � `' to t�� U E D 00, / 00 ,00 ', ApR 3 0 2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER / /00 00 r'v THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN / Cb' ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL / $OUt`Dd«�OWrt ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT \ Board of'crusr 2c AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. F� OR --- PERMIT P, y >=N y OWNER SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE GOLDSMITH'S BOAT SHOP, INC. VACHRIS SHORELINE STABILIZATION APRIL 12, 2021 G 64150 MAIN ROAD ejv mQ' ® ENGINEERING 1• . 30' LOW SILL BULKHEAD AND STONE ARMOR CONTRACTOR �otioi0 ��` 370 OLD COUNTRY ROAD SOUTHOLD, NEW YORK DWG. NO. R�Fes6ioN��' DATE REVISION BY GARDEN CITY, NEW YORK SCTM 1000-56-7-1 EXISTING CONDITIONS PLAN 18002-2 NO. N 40 CID 40 ai °' W coco (IV co 40 00* / ° m o N rn / / 0) a' "' ^7 �; / / i �' `- rn ^ / / � O' �, / o�' "� l/y SCT#1000-56-7- 1 N ^ / ^' a; °` �co ca , ' ; o' "� ' °` ♦ • GOLDSMITH'S BOAT SHOP INC. N / (IV / cy t). cnc0 / ,� O) N / O' V ' V* M M N trjV V M ^ J I / / 40 01) / �b41' ,� V / / c/r) 00 h ,,� o C', ^ / co (0 ^ 0) / 0)" O. o / O' o h / M <o M •` ,`�• V / I / / C/o O A °j o / '� °• , CO / O' ry. O 09 ^ / / VV N co / j 0) O N /\ 0)N S O OF I M A, Ov O/v I M Ov I / / co (0 4 / C) h / O / co co h O� M M M N I l , / . ^ M / o�' h / O' °. �� / ,� h �; (o v N o (0 co c0 d / / h �o 44 / 0� O / 00 4,) / A, h h '� v co 1 rL' O V Ni rn co ^ C0 / / /, Ov' M o A, c0 VISIBLE STONE ' %� �' 00 V / M N cy OV ' / M Ov AND BRICK / �° �o' ' i ^' ^ /� q' O / / AD* •h p� / /� Q / p / / co co p (NOV. 2019) (TYP.) / ' ^ h / ^ ° APPROX. 5,200 SF AREA TO BE / ° �y� �. (0 O M APPROX. 4,800 SF AREA TO BE / ^ t� / ^ „� BACKFILLED WITH APPROX. 240 CY OF ° 4' co DDREDGED TO MAX DEPTH OF APPROX. / ^' ^� / ^ DREDGED SPOIL, SUPPLEMENTED WITH / 1 r / c/o c0' (, 2' BELOW MLW / EL. (—)3.5 NAVD88. / '� 0) / ^' CLEAN SANDY FILL AS NEEDED, AND i �O p�' iy 0b / "y) o` h, / / OO' (APPROX. 240 CY OF SAND/SILT ' �° Ob / PLANTED WITH SPARTINA ALTERNIFLORA j env / SPOIL TO BE USED TO BACKFILL 00 (o AND SPARTINA PATENS (12" O.C.), lb / N N MLW / / / M' N PROP. LOW—SILL BULKHEAD) °" ° �o' (0 BETWEEN BULKHEAD AND SHW. /O� �� p ' �" `L N Ov °) \ ' / co ^ / cG' h / O> D ' o 0 0 / 40 O/n' N h / (O' '` 220'± �' N h. 20 D� co Ov N cy o �. , i • / l i g ° ° ' ' i° c0 ' �° O ' � � �� RIP RAP ' �tx ti c O o � ` / , N nr N r ! 2 t / co' h (o Oo' , l� / b ^' c0 Ov ^ / Ob \ Ori' �0• M / c0 O (o / / O `L ��" " , '� • � �� l / crj "� Ov cn ' /0) %� j ,C p O� ! / j°' c0• `1� Oy / (40' " APPROX. 4,100 SF AREA TO BE PROPOSED 4971 LF OFj/� \ 1 • �`L' 1 NN d h / / • �0 Mj ARMORED WITH 150 TO 500 LB. LOW—SILL VINYL BULKHEAD h ^ �� ♦ ,� �O ,� �` ni v� tx A ^ l lT" _ O STONE RIP—RAP. Ovh � �`t './� N Ov OV d M / o � /l/� — _ R� h (APPROX. 150 CY) co O Ov p �� / ♦ h Ov ry 71 7- Ov 40N, b N / 1`• / Ov M „� / 0) tx Ov OvN N h c0 , / O , y ro � 1 / N Oy ^ ^ / h / ^ h �i , O �O Ov (IV 0) w o 0) ^ / / / N N N (o co o o �, AREA OF EXIST(,t TONE WITH HM oG�ETA TION o o / � '� � '�,�0) Q) co (0 / / (v o4 / / o, ,`L' , 00 40 cN ^ O �1 * i M / tx N ry cv Ov O� N v h � O ry j cV M ^ �%`� °, h / ,rL� � `L� O / L '� OV ni O V O y co C0 / ry ry O ` Lr---� —•— O ov- O / o N �• �,h '�,� Q) Ov N 0) (IV* / p , BURIED TOE OF0) 0) 0 N” Orv N p (,V* /,b STONE ARMOR%; co , p O^ o A,) 0) °) (TYP.) (IV coco Ov 0) r ov0� M o ' �.�. /,,�. O ��• ,� C\4 00 (IV Ov / Ov Ov Ov / � Ov M / �' A-) M 50'f / M• ° A-)' p / '�� i� �� "�� 0� / "� / M' O / M n, / `L APPROX. 11 ,000 SF AREA TO BE � / �• h M M V ^ �� M M A) M h M M / A'. O / „� / FILLED WITH APPROX. 1,800 CY OFPy) 1 / 00 �T / ''� ^� A� ,� M Ov / M" M ° / M' ' �� , '�� ,h CLEAN SANDY FILL AND PLANTED <-3 /� ,��0 ,� co co o N Ov O,� / / M N ' / '�' ° / � PROPOSED 450 LFt OF ''�' WITH SALT TOLERANT NATIVE lb co co Co ti / M � A, / / A, / 1 TO 4 TON STONE ARMOR ON / tx VEGETATION. '� / c co '9L / ' (V / ti 'h Ix / h / M' AD' ,�. �, , / ,� FILTER FABRIC. ,b' �� /'. /lb O /lb OXO d� N O p ' M M ' M' M (APPROX. 6,300 SF, 1,095 CY)Ao. 11 /'b / lb 4D tx /lb, M 0' / M' OV ' ^7lb lb p � h O, LEGEND NOTES- / , / �. o 0) / / M A). `,� / A-) M °) c�j c M d ^ ' M A�' / M A X —3.3 SPOT ELEVATION (NAVD88) 1 . SURVEY INFORMATION SHOWN WAS TAKEN FROM THE n' ^ Ov M A, / '`� h ' M �` _ SURVEY TITLED, "HYDROGRAPHIC AND TOPOGRAPHIC / , ^' ^ ^• A, / A,• M' MEAN LOW WATER D� / SURVEY" PREPARED BY ROBERT H. FOX AND LAST 0) (0 ' "-)- h — — — — MEAN HIGH WATER REVISED NOVEMBER 2019. (o co �` O ' M v 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. / ————————— PROP. LOW—SILL 3. SURVEYOR CONTOURS SHOW MHW AND MLW AS THE W co h / M h h VINYL BULKHEAD FOLLOWING: N M ^ M' co co %� rn' 0; 0j. 0). 0) O / ' b� ( ' 497± LINEAR FEET SHW EL. 2.Of 4) co N ^ / / V d O O,r / / /� ,� c o rn ' ' �' 00 C O" oID /Z��Zl)/ T� PROP. DREDGE AREA MLW EL. (—)1 .7f co co /co /co � ai p ° °' � AD ° �J�� PROP. DREDGE SPOIL q�/O ,� O ' l /� ,� % ^ ^ h ' M M ^ ITER / 1 BACKFILL APPROVED BY co c' c� "I co `° `. co rn / ' / i '� °` A, / ;' SNE BOARD OF I RUSTEES PROP. 150 TO 500 LB /co /co 'o O{j � co ' ' ^ �O �o �O ^ STONE RIP RAP TOWN OF SOUTHOLD �, a� co co c M IV) V. PROP. 1 TO 4 TON DATE til�E t(v Zoll �a-' 'r� / / o O STONE ARMOR ` f I"� 1.:.__.� I` ,` _ �� s / 00 `ti VISIBLE STONE AND BRICK _ APR 0 2421 00 ry IT IS A io OLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER / [b i OUTLINE OF EXIST. MARSH �sQl.ftsf i�ter VI THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN / Board Of 7ruatr��S ANY WAY. IF AN ITEM' BEARING THE STAMP OF A LICENSED PROFESSIONAL \ / ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, 0 R PERMIT THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. OWNER SCALE PROJECT GOLDSMITHS BOAT SHOP �EaF"E� VACHRIS � SUBJECT DATE co bFA GOLDSMITH'S BOAT SHOP, INC. SHORELINE STABILIZATION APRIL 12, 2021 ® 64150 MAIN ROAD ` '' ENGINEERING 1• - 30' LOW SILL BULKHEAD AND STONE ARMOR T y m CONTRACTOR SOUTHOLD NEW YORK DWG. NO. 370 OLD COUNTRY ROAD PROPOSED LAYOUT PLAN 9�FFS 'nfdP-�"c,C NO. DATE REVISION BY GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-3 57'± (EXPOSED LIMITS AT M.L.W.) BASIN SHEL TER ISLAND SOUND EXIST. VISIBLE 29'f STONE AND BRICK (APPROX. LIMITS OF VEGETATION) w (TYP.) Ld ^ 5- z 7- 0 o U J J m _m U) N SHW EL 2.0f v SHW EL 2.0f 17 SHW EL 2.0f MHW EL 1.6f —_ MHW EL 1 .6f V MHW EL 1.6f Z O00 H00 Q o p_ Q MLW EL (-)1.7f �!��%\\�\\�\i�� MLW EL (-)1.7± -------------- (-)5- EXISTING SECTION X-X 57'± (EXISTING EXPOSED LIMITS AT M.L.W.) 50'± 6'± z (LIMITS OF EXISTING VISIBLE STONE) w Z PROPOSED VEGETATION 0 0 I- I- V) V) -i 501f m PLANTING TYPE PLANTING AREA m_ SPARTINA ALTERNIIFLORA N (BTWN. MLW AND MHW) 4,400 SF z APPROX. 4,100 SF AREA TO BE v~i ARMORED WITH 150 TO 500 LB. w SPARTINA PATENS w STONE RIP-RAP. La- (BTWN. MHW AND SHW) 800 SF 4'f 28'f (APPROX. 150 CY) 0 0 APPROX. LIMITS OF PROP. SALT TOLERANT NATIVE VEGETATION (APPROX. 11,000 SF) 1= SALT TOLERANT VEGETATION I_ (ABOVE SHW) 11,000 SF J v SHEL TER ISLAND PROP. 1 TON PROP. VEGETATED 13'f TOTAL PLANTING AREA 16,200 SF SOUND SPLASH PAD PROP. GRADE EMBANKMENT (TYP.) APPROX. 5,200 SF AREA TO BE BACKFILLED AND PLANTED PROP. 2-3 TON STONE (TYP.) EL. 3.6f WITH TIDAL MARSH VEGETATION (S. ALTERNIFLORA & S. PATENS) TOP COURSE STONE APPROX. LIMITS OF PROP. HIGH MARSH (SPARTINA PATENS © 12" O.C.) 5- - a PROP. 3-4 TON _ _ T.O. TOP STONE APPROX. LIMITS OF PROP. INTERTIDAL MARSH BASIN ( ) CAP STONE '' ^'' EL. 3.9f k 75 f (SPARTINA ALTERNIFLORA @ 12" O.C.) 1 SHW EL 2.Of (.- miz SHW EL t :. 2.0 0 MHW EL — - W MH EL f Z ......:... . . 00 y.- , : TOP SHEETING o +I : 00 o EL. 0.6t _I - � X � E IST. GRAD a \ \ z � o �M1 .j. J i EL. - 1 .5 f ( W MLW EL - 1.7 f �� \��.��\.�� -�\\�\\��\� I ^I ( ) 7 -H - 0 MLW EL (-)1.7t in 00 APPROX. 1 ,800 CY OF PROP. CLEAN SAND FILL FILTER FABRIC \ �o Q PROP. FROM AN APPROVED PROP. TIE-ROD FILTER FABRIC UPLAND SOURCE ( )_ PROP. 2 6x8 DOUBLE TIMBER EXISTING/ORIGINAL GRADE APPROX. 5,200 SF AREA TO BE CLAMP (TYP.) (-)5-- BACKFILLED WITH APPROX. 240 CY OF I PROP. DREDGE 2, z EL. (-)3.5f DREDGED SPOIL, SUPPLEMENTED WITH o CLEAN SANDY FILL AS NEEDED, AND ST�iVF PLANTED WITH SPARTINA ALTERNIFLORA I -H it 6gSF PROP. TIMBER PILING AND BEPARTINA PATENS (AND �HW. � Z APPROX. 4,800 SF AREA TO BE BETWEEN BULKHEAD Lu DREDGED TO MAX DEPTH OF 2' DEADMAN a_ BELOW MLW / EL. (-)3.5 NAVD88. (AT 6'-0" O.C) (APPROX. 240 CY OF SAND/SILT PROP. 497 LF OF SPOIL TO BE USED TO BACKFILL 11'f LOW-SILL VINYL BULKHEAD PROP. LOW-SILL BULKHEAD) (-)10- APPROX. 450 LF OF PROP. 1 TO 4 TON (L=10' SHOWN) STONE ARMOR ON FILTER FABRIC (APPROX. 6,300 SF, 1,095 CY) 20't 12'f I PROPOSED SECTION X-X APR 3 0 2021 IT IS A VIOLATION OF' LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL �t SfDUf ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT FP iI `iCi`!✓"i AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, Board of TrustFeS THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. F 0 R M I T OWNER SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE 0 GOLDSMITH'S BOAT SHOP, INC. VACHRIS SHORELINE STABILIZATION APRIL 12, 2021 Q` � ENGINEERING sis . 1 0 64150 MAIN ROAD LOW SILL BULKHEAD AND STONE ARMOR CONTRACTOR SOUTHOLD, NEW YORK DWG. NO. 370 OLD COUNTRY ROAD SECTIONS NO. DATE REVISION BY °`SSiONP�� GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-4 �F� At EN-CONSULTANTS June 23,2021 Town of Southold Board of Trustees ' (..; '};; fE 54375 Main Road �- Post Office Box 1179 Southold,New York 11971 i JUN 2 4 2021 Attn: Diane DiSalvo Scui(iGid Tov�,n Re: Goldsmith's Boat Shop, Inc. Board of Trustees 64150 Main Road, Southold SCTM#1000-56-7-1 Dear DiSalvo: As per your request, enclosed is a copy of the project plans prepared by Vachris Engineering, dated April 12,2021. Should any additional information be required,please do not hesitate to contact our office. Sincer y, to en Enc. i 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.63601 f 631.283.6136 www.enconsuitants.com environmental consulting Glenn Goldsmith,President � 'Zi SOUT�D Town Hall Annex A. Nicholas Krupski,Vice President Q �� 54375 Route 25 John M. Bredemeyer III lx[ l�[ P.O. Box 1179 Southold, New York 11971 Michael J. Domino cn G • Telephone(631) 765-1892 Greg Williams �`� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 17, 2021 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NYCCR PART 617 GOLDSMITH'S BOAT, SHOP, INC. 54150 MAIN ROAD, SOUTHOLD SCTM# 1000-56-7-1 Dear Mr. Herrmann: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, June 16, 2021: DESCRIPTION OF ACTION: En-Consultants on behalf of GOLDSMITH'S BOAT SHOP, INC. requests a Wetland Permit to restore, enhance, and stabilize +57' (& var.) x +394' portion of naturalized breakwater at mouth of commercial marina,basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet (2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt- tolerant native vegetation; 2) stabilize south/windward-face of raised breakwater with +450 If of 1 —4 ton stone armor (1,095 cy) on filter cloth; 3) stabilize north/leeward face of raised breakwater with +394 If of 150 to 500 Ib. stone rip-rap (approx. 150 cy); 4) stabilize north, west, and east sides of raised breakwater with +497 If of low-sill vinyl bulkhead (elevated +12" below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging +12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13' wide, 5,200 sf area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterniflora (12" O.C.), between low-sill bulkhead and MHW (+11'), and Spartina patens (12" O.C.), between MHW and SHW (+2'). Located: 54150 Main Road, Southold. SCTM# 1000-56-7-1 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 June 8, 2021, and having considered the survey of property by Kenneth Woychuk Land Surveying dated September 27, 2016, and having considered the plans for this proposed project submitted by Vachris Engineering dated April 1-2, 2021 at the Trustee's June 14, 2021 work session, and WHEREAS, on June 16, 2021 the Southold Town Board of Trustees declared itself Lead Agency pursuant to S.E.Q.R.A., and WHEREAS, on June 16, 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 Vachris Engineering dated April 12, 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 alone. • Protection of the barrier using hardened structures including rock revetment is necessary. • A site inspection by the Southold Town Board of Trustees recognized erosion on this property and the need for a stabilization/erosion control plan. • The proposed rock revetment should allow for the natural revegetation of high quality, vegetated tidal wetlands on the seaward side of the proposed structure. • Environmental upkeep: The rock revetment design projects a usual lifespan of 30 years with limited replacement so as to minimize disturbance of the wetlands. 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. r If you have any questions regarding the above, please contact this office. Very truly yours, A Nicholas Krupski Vice- President Board of Trustees AN K/dd Glenn Golds President Town Hall Annex A.Nicholas Krupsh.,Vice President 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams 4-1 Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time- Completed in field by: �` En-Consultants on behalf of GOLDSMIHT'S BOAT SHOP, INC. requests a Wetland Permit to restore, enhance, and stabilize +57' (& var.) x +394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet (2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt-tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with +450 If of 1 —4 ton stone armor (1,095 cy) on filter cloth; 3) stabilize north/leeward face of raised breakwater with +394 If of 150 to 500 Ib. stone rip-rap (approx. 150 cy); 4) stabilize north, west, and east sides of raised breakwater with +497 If of low-sill vinyl bulkhead (elevated +12" below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging +12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13' wide, 5,200 sf area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterniflora (12" O.C.), between low-sill bulkhead and MHW (+11'), and Spartina patens (12" O.C.), between MHW and SHW (+2'). Located: 54150 Main Road, Southold. SCTM# 1000-56-7-1 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 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: I have read & acknowledged the foregoing Trustees comments.- Agent/Owner: omments:Agent/Owner: Present were: /'.'J. Bredemeyer M. Domino /G. Goldsmith N. Krupski 'v'G. Williams Other MON. U.P. �O/ £DGE OF PAVEMENT `� MAIN• ° RAIL 184012'00"V ROAD x��uNK Ce 178.62' � 58952'00"E 152.58' ASPHALT IRON EDS OF PAVEMENT GRATE W.V. CONC. CURB / -� /•/ ASPHALT APRON U P GOLDSM"ITH 'S .V.P.Cq BOAT SHOP , INC. � / .' , ,. •,:. .. ':. . : •. '. � M •' :??::•:2E.'�•,.::N + ,. a . / U.P. 00.4 i'.....................................2:?is:is :' ...................... `°i..i........ ac ::i?.`r}11::?ii'ri::E? ii:'::::::: i: :::::`.;.`ii:ii.'•il::r:: : :::: ....... ORTNETV .1.....................YOR 11944 e. m........ ...............x. WATER ti• / En FETAL.:e....:;.:;.;'::.::';:'.:.:........:....:.: , ALT o ..........:.:.::':::.::.::.::.: �... TJ M.H p �.. tV S. C. T. M. # DIST.- 000 SEC. 56 BLK. 7 LCT. 1 ,--� ::::::::::::>:::::::• . . • •.. o a0AT 0o'r Off' / LIFT L P dogs 12.0' OCL LAND N/F WOOD OF f>ECK MILL CREEK PARTNERS / WOOD'WALK b CONC, SL • i- / ,�"'�� FUEL TANK. 0 LIMP : . /. . •.. ,;fie• ..•/' % .:. .', wooD.wAl!< .:'�' •. / •. ,. FIELD OFFICE U.P. / .*xo aa ol K D �:•'�`.•� �--� �—/ �—� �—/ �--�� / /660,--� �-� /--� /—/ sc �--/.:.....' .;;.:.:. . ' ' / . . . . ,. .. zo Co '6 o w LIBER 12664 PG.63 :. .: CD /'� �'/ /_—/ /_'—/� n L�j/ �/_/ �/ / :: / ' WOOD.WALK ' . 01 £ �G / / o % / X0.2' 6.63' OVERLAP /-7': $�=c .::.. w WALK ----�.. i ' tib • / 1. ;.;...... :....:':.....'::•:..... .........................................................................: `........... O 4 1 ............................................................................. 0 E . , N u� 8 M .lVOO• w 0 L/1 � /.'• ; 1. .O o 1 1 4 p WALk �l o /. t s / w Q 0 1 . . . i o ti O I o i i •O \ i y 1 Q i 5 9 -�.. /—� I' i ,�v \ 0. \ o , � : �C�lfMNEY' /---� -. \•. �� . . . .. �/ �,�. APR R 2021 56'30 �-'I : • �� . �7r��i��,� r�.1��n Board of"ir��s oAs PROPERTY LINE DIMENSIONS AS SHOWN ----/ /--/ �--/ /--/ �� /---/ ,----;� �/ �/ ;—/ �/ �---� : :' :✓ / �/ X48 /—_'/ �/ �� ON PREVIOUS SURVEY PREPARED BY VAN TUYL AND SON, LISC.#25626 P DATED MAY 9, 1966 THE WATER SUPPLY, NIC H LOCAAONS SHO*N ARE�FROM FIELD LABSERVAD /1 fit` 1 ` , /' �o 47 FF�� AND OR DATA OIBTAMED FROM OTHERS. �----� /--� �� ---/ �---� �/ AREA: 701 ,850 SQ.FT. or 16. 11 ACRES ELEVATION DATUM: \ , -.` �•.�-••' ••� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATIDN OF SECTION 7209 OF 174E NEW YORK STATE EDUCATION LAW. COPIES OF 7741S SURVEY — , MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777U7I0N 646,36' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. `' rJ STONE & CONC. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE RUBBLE JETTY —/ /� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMJSES AT THE TIME OF SURVEY GRAPHIC SCALE -J i �--� �--� �---� /—i�6/--� /--� �� ----i �--/ �--� �i SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: GOLDSMITH'S BOAT SHOP, INC., 50 0 25 sO 100 200 MAP OF: /� / — / _- A� FILED: r.oN�C SITUATED AT: GREENPORT tINFEET , _/ �� CV TOWN OF: SOUTHOLD 1 inch = 60 ft P KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Laud Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 16-175 SCALE:1 "=50' DATE: SEPT. 27, 2016 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth Y. Ooychak Hydrogmphlc & 6ropographicSurvey , ldwfft Boat SIS Ina. b. SurwW:Janumy 2019 MI �b N 471 x:01 1 Tom, Souhold for I bp OF or RO ft Ar ,y} '■# ,y* r✓�w� 5p1Av" qb +oar r r'4 j { f t+ or +"i 91,0 M 91. 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WOYCHUK LAND SURVEYING, PLLC 18002-2, DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / EXISTING CONDITIONS PLAN" 18002-3, DRAWING DATED APR. 12, 2021 , AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / ' PROPOSED LAYOUT PLAN" 18002-4, DRAWING DATED APR. 12, 2021 , AND TITLED: W "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / SECTIONS" • NOTES= 1 . SURVEY INFORMATION SHOWN WAS TAKEN FROM THE SURVEY TITLED, "HYDROGRAPHIC AND TOPOGRAPHIC SURVEY" PREPARED BY ROBERT H. FOX AND LAST REVISED NOVEMBER 2019. 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. 3. ACCESS TO SITE TO BE GAINED BY BARGE. 4. APPROX. 1 ,800 CY OF CLEAN SAND FILL TO BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE FOR SUPPLEMENTAL BACKFILL, AS NEEDED. AREA OF WORK SITE PLAN N.T.S. al + ADJACENT PROPERTY OWNERS I � TOWN OF SOUTHOLD SCTM #1000-56-6-12.1 SOUTHOLD, NY IT IS A VIOLATION OF LAW FOR ANY PERSCN, UNLESS THEY ARE ACTING UNDER 2 MILL CREEK PARTNERS, INC. SCTM #1000-56-7-2 SOUTHOLD, NY THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN O r ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL _ B�>ar�l uw , ?: ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FOR PERMIT NEW OWNER SCALE PROJECT SUBJECT DATE GOLDSMITH'S BOAT SHOP INC. VACHRIS GOLDSMITH'S BOAT SHOP SHORELINE T 64150 MAIN ROAD STABILIZATION APRIL 12, 2021 r:w ENGINEERING N.T.S. LOW SILL BULKHEAD AND STONE ARMOR oy5" CONTRACTOR 370 OLD COUNTRY ROAD SOUTHOLD, NEW YORK SITE PLAN AND VICINITY MAP DWG. NO. NO. DATE REVISION BY GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-1 O M 40 ct) co / / Co. O/ , 00 ^ \ / p• co co / , M 40 O , 0)' / (,0 `V 00 40 , p• �' SCT#1000-56-7- 1M Z, ' ' GOLDSMITH'S BOAT SHOP INC. N / O M4A, / / , W40 0, / ^' co ,V / �' M ^ O ^ 40' / �' / 0�' M Q 1 M A) i N A? c�, ' h / % O�� h / i M p ' co' (o `• h ' p� c0 CO ^ c) M ty) M M I I l 4f) N / O' O 01 v / / MM N ry N: co I / co co ,.� h / % ^�o h v / o� cb �p h ,� (o p 4 Q V rn 00 ^ / M VISIBLE STONE / / h' �o' ' i' ^' 00 (,0 ' i CO C? Gj / M / cV cy c\ ' / ,� � M (,0ry AND BRICK / �° co' �' ' ^ ' /� q� % <o� �` c0 O (NOV. 2019) (TYP.) / co A) / ^' ^ / ^ O / ^ M' o .Lis, = O' O /�. (o co co M c0' O� h \ A) / (0' 00 / ov 4 1 N (IV ^ — — ._. • MLW• / '^ An ov / (40' (• A-) A) / j° O• cO / �o' co / co O' h i�• 00 `L ni I/ / e cO co / (10 O / co' h ( / p• , M 0 O CION , N N N p001 / / / / CO co co / �o' �' �O / h' / i.0 h �� RIP RAP � ry / N % N (IV •• �. .. � M n j / c0 co �o / O / (o O / O. 00 t �, /Uj• h. �a / tx / / ^ c0 40 M N co �� Y� �C' �b p / / co' �o• `�' / �o' to h �° A-) ' �j q� / h' , Z ih' 1 iI'j �o It ov p / , co \ (o' / , ' h' (0 M' O 40 41Y NN M / (O (0*pp ca O h / i i� 4) 40 M R7 / %i �i cV p ` O / h oh A-) / 0�' b� co aj 0) / / ^ 10, / N O ` A) 1 • : .MSW .. ��;�. / �• ^ � O (b�O �L M M / N °� \ O f' / '� If L� i '') i O / (V N M co / / O i Go i lb (IV ro 0) w pcy) ' N i l % i N '�c e� ��, , • AREA OF EXIST. STONE WITH HM VEGETATION , ,-`l' 1 ' 0 / 10 , NA,) / N / - SVD / 00 e1V O Irl,• �' p� l / / o; l % j �r cv O (0 (0 ^ ' ,N `y (IV r� / �; D� _ ,�• , �o �, O Ov 40 4f) ' ,� 1 cV l / j cv N q� 0) l jV �` (o / r1r' �o , q� ph ,rL' p ' ,� ' rl� ,�' O /� � O N ('v N N M ^� 0) o N ry ^ Cb �' ^ p rV' /�' lb ''�' '`�' '`� �O i c ^' ^ A? co ' / / / M 0) p / j'' / (1,' 0) / �,' / / / / ^ co cb / / N ,� O / fir' O (Vo) A,) , , j co co co R7/ cy / / A)'It O M �4) 4D �Ov N yN M ) ' T, M �j 4 4D A� M M 40 / M / �' M' O / M' O M '� / i'� '� ^ rt O ry ' / M M n.M M M A) OV / M O O � ' M A-) ' '�' M rl. �''�'') '� / /'�jh 4� o p O'er ' , M ^� `V (IV , M' A) / M / M' �, ' '� �� ih O q� ^ co tiq` / , M ry / / �' A) N / / M' /'►� rL / ,� �` /'D h ,\ tx D ice' /� co* o� °� Oi O O rn / / If n) M. (rj / M' A M X ISOco / M' h / M' V ^' ^ N rn / �' A)' h / , / ^• co . O / A-) AD* co / / 40 4 ^ O M �' h � ; M LEGEND NOTES 0) 0) 0) rn co ^ CO cV / b�' p / cb / 0) w' 1. SURVEY INFORMATION SHOWN WAS TAKEN FROM THE ,� co 00 "? / / ") • cb 1jo —3.3 SPOT ELEVATION (NAVD88) MEAN LOW WATER HYDROGRAPHIC AND TOPOGRAPHIC coq' rn ^ ^ / A)• ^ ^ S _ _ _ _ SURVEY TITLED, " If Qo co ry ry O O / M' ,� ^ C i AN — _ _ — SURVEY" PREPARED BY ROBERT H. FOX AND LAST O� , n� t J1• MEAN HIGH WATER REVISED NOVEMBER 2019. /� 00 ct), ^ Co Cb oo / M' /\ ER 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. co col O�� co ' ' l i j� ^' h D� / M `'i✓�� VISIBLE STONE AND BRICK 3. SURVEYOR CONTOURS SHOW MHW AND MLW AS THE 5 FOLLOWING: ), ' ^ M / SHW EL. 2.0± '� ,co /cb � � � � � ' / ^ � co O '\ MHW EL. 1.6f / OUTLINE OF EXIST. MARSH co cb M / / D�' �. � • MLW EL. (—)1 .7f /co R)_ 0. �. r"by 00' ' { I / / co* wry {� A F li 3 2021 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER / ,co 00' ry THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN / 00 ' 9 ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL / ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT — m Board c;; er4� ..,_. AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FOR PERMIT OWNER VACHRIS SCALE PROJECT GOLDSMITH'S BOAT SHOP O SUBJECT DATE OFNF� GOLDSMITH'S BOAT SHOP, INC. ® SHORELINE STABILIZATION APRIL 12, 2021 *Q ENGINEERING 1. . 30, 64150 MAIN ROAD LOW SILL BULKHEAD AND STONEMOR m CONTRACTORDWG. NO. SOUTHOLD, NEW YORK 370 OLD COUNTRY ROAD EXISTING CONDITIONS PLAN GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-2 NO. DATE REVISION BY pf°`F`'°"P�� O h O M N ^ b rt 40M l I ^ ^ ^ ^ ^' M M \ . . / 40 40* 40 W N / / I / / ^ ^ ^ / /40 A-) O (o M d 40 4:0 h I i l / M (o N co i O C' O / 0) o)` o O / �° (0 0) o' �y (D ^ � � N i' ^ `v C\, / ° O � / ° �'l SCT 1000-56-7- 1 Ov 'VI GOLDSMITHS BOAT SHOP INC. / / / / co /� O Mco N V* h(V p(o A-)• nj U) 4o, 4f), 4(y co i I / 0), / A-) (0 4040 (rj00 p ^ I / I/ j/ A� (O ^ / / ^' 40' / / D� % 0)' M / �' ^ ;Oo 0 Q O 00 c / / (o (V / (bN, / • '� / O (,0 O � (O ' M ^� M O ^ N / O (0 co' M / i o' b� / / �� M / "� (V M N / / (p (o CF 10 40 / O) h / (V / (o' (o / o j/ '� o I / / (p' (O ^ / Off' (O 1 /D`•' l� /d' ^l� M/c0 M/ d /IVL (0, ' cV O M (o o� O^ ^ /\ trO p (o � 4( of o)' h / cb' (0 M M ") / M hh' (V A. h M M M oV (o V A� M O'Aj O (�L ' O = h cb co ^ / �; NM O M VISIBLE STONE / (o' �` / ^' / q� (o / ^. M (o C? / M / ry N O �/ / / trj (D (V AND BRICK / �° (o / ' ^ ^ / 4�' ' / M j/ AD p (NOV. 2019) (TYP.) / / �' ^ /� APPROX. 5,200 SF AREA TO BE (O co co APPROX. 4,800 SF AREA TO BE / ^ h % O BACKFILLED WITH APPROX. 240 CY OF i (0 A) v DREDGED TO MAX DEPTH OF APPROX. / ^ ^ M i M �' (o (o (0 O / ^ DREDGED SPOIL, SUPPLEMENTED WITH / (V- (o \ 'F (o �• �, 2 BELOW MLW / EL. (-)3.5 NAVD88. ^' °) / ^' CLEAN SANDY FILL AS NEEDED, AND / �• iy / M \ h, �' (APPROX. 240 CY OF SAND/SILT / �° cb / PLANTED WITH SPARTINA ALTERNIFLORA Iry / h -_ . . — . _ , / v / SPOIL TO BE USED TO BACKFILL 00 �° O AND SPARTINA PATENS (12" O.C.), O ,1 40 M LW / / (V N cV ^ / / M (V O PROP. LOW-SILL BULKHEAD) p' (O �' (o BETWEEN BULKHEAD AND SHW. i� �� "• p / '' �" (L N rn O / vj ro N / %0' (o' '` 220'± / (0 V (V °� /(L - i�` (° 40 ^' o d r / tx N (VOv / rt 92 f / c0 h / c0 O / / �-tk/�L� �, RIP RAP / 41 N \ / / `y �A • i 4 kj / (o' (o / (0 o O' (b •�. �� '7' a► i '� i D / l l(o h M N co d h•�O �\ / O Qj co %0 (O c %0 (0' �, M co / /(O (o APPROX. 4,100 SF AREA TO BE PROPOSED 497± LF OF O ,�j /(10 `� / (V N / / ARMORED WITH 150 TO 500 LB. LOW-SILL VINYL BULKHEAD / �� \ r �O b. �` h / /'` M {rT,�-TT O STONE RIP-RAP. h � jj (IVNOv / N /j `� �l - - (o' APPROX. 150 CY / h ♦ i h 06 co ^ n h p ov / / co (V (V O(IV �1/ / / T 7 /l T �T / / / tVv �Nl 40 U �i/ ♦ 1 O � 40 N O D° / O / O. 4 40 0 Vv / �- (V N (V h (0 h / / p, (o i (b rn co o �,, / N �' N ry co co o _ o M AREA OF EXIST.,`NONE WITH HM VEGETA TION /m h 40 rn (D / N N O (V ��, `L / O (o (o co co o` / N N N N �` / ` p `�' O i/ Gj /�'`� �r,• 00 N N rV ov N N N N 4o h O (o co / / (IVry o \i\` � h i� ,`�'O O ��o (IV 77 n/ of Oi O O (V' / i �, �. ,,�. .,�. / (V' ^ �' ^ BURIED TOE OF O O N M l / %l j ( i ( M M' O o O / �' `b / (V• / `L' vj (n %' ^. (� / / / / M , p O / (V o / ov O STONE ARMOR ,h• i ti �''� � i� h Dx 0 0 "� tx (V N ^ cb q� q� / j/ i (V ca Cb / M' o �• / M' o M �, �' •�j ,�• ,D. / / N N %/ (V N / ('V ov 0 O O / / /V (V' O , / / O / A� p / ,� / M N / M' 50'± / A� O / n� o '`�' (1. APPROX. 11 ,000 SF AREA TO BE i � M h �/� / / M "� M h ' M / A)' O / M / �� ,� FILLED WITH APPROX. 1 ,800 CY OF 1 �� 00 N ^' ^' M / (D d p / M "'� ^� n7 M M / M M' o / "�' �, '�' CLEAN SANDY FILL AND PLANTED � i� (D / /(o co ^ co co O O 0- / l / M (V ry / / M' M ,� / AD PROPOSED 450 LF± OF �'`�' ,,� WITH SALT TOLERANT NATIVE / � � co c0 tiq` / M' A� / / A� / 1 TO 4 TON STONE ARMOR ON VEGETATION. 'h h /,h• ,� / ^ / M' / "D' N FILTER FABRIC. O G''yj•'X rn rt / / "� / M M '` (APPROX. 6,300 SF, 1,095 CY) �� (L t) � ��' O co co co* of O o) p O o) / / / n� ,� A,) h / M M A� tn to LEGEND NOTES- CID %) °) co co M d l / / M� ' h / M `* X -3.3 SPOT ELEVATION (NAVD88) 1. SURVEY INFORMATION SHOWN WAS TAKEN FROM THE co co ^ N M , / M IV �' �` _ _ _ _ SURVEY TITLED, "HYDROGRAPHIC AND TOPOGRAPHIC ^ ^ ^ "o (V / /b M' MEAN LOW WATER SURVEY" PREPARED BY ROBERT H. FOX AND LAST 0) (o / '�' h - — — - MEAN HIGH WATER REVISED NOVEMBER 2019. / / ^ (o co . p / A� 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. co / --------- PROP. LOW-SILL 3. SURVEYOR CONTOURS SHOW MHW AND MLW AS THE ^ VINYL BULKHEAD FOLLOWING: co co (V / �`' p�' 0) / 497± LINEAR FEET SHW EL. 2.0± �rI / - T�� MHW EL. 1.6± /� 0 0� ^ / / M M ^ ^ SD Z��Zl) PROP. DREDGE AREA MLW EL. (-)1.7± / co a 0,ct) ISO A,. S�p,N Ev I / PROP. DREDGE SPOIL / co f� / / AD' (o � � (o O l / /� ^^ h / ,� BACKFILL co / / DG ,, co / / „� co ai °� Oi / % / ^ ^ / PROP. 150 TO 500 LB O co00 (o (D �o' �. ^ STONE RIP RAP qj � h � r/ M / j D� M (V =. l / / / co co co � (�, / � b`. � O PROP. 1 TO 4 TON �. M O E ARMOR 00 -J i 1''„ tj t / 00 (� (V VISIBLE STONE AND BRICK I I / /� ,� 00• ov i! APR 33 s 2021 1jil IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER / �' oo (V i OUTLINE OF EXIST. MARSH THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN / 00' ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL / G ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT � OR _ k AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, ^ THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. RMIT OWNER SCALE PROJECT SUBJECT DATE �EOFNF�✓ VACHRIS GOLDSMITHS BOAT SHOP GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SHORELINE STABILIZATION APRIL 12, 2021 T.: ENGINEERING 1• . 30' LOW SILL BULKHEAD AND STONE ARMOR CONTRACTOR UTHOLD, NEW YORK DWG. NO. 370 OLD COUNTRY ROAD PROPOSED LAYOUT PLAN R�FF55 Jfd �' NO. DATE REVISION BY GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-3 57'± (EXPOSED LIMITS AT M.L.W.) BASIN SHEL TER ISLAND SOUND EXIST. VISIBLE 29'f STONE AND BRICK (APPROX. LIMTS OF VEGETATION) 5 z (TYP.) z o v o V Lu J J m m L7 C7 SHW EL 2.0f v SHW EL 2.0f v SHW EL 2.0f MHW EL 1 .6f MHW EL 1 .6f = — MHW EL 1.6f Z O0 Hco Q 0 — \ ��\W `� MLW EL (-)1.7t \�\��%\\�\\�\i\� MLW E (-)l 7+ (-)5 EXISTING SECTION X-X 57't (-)10 (EXISTING EXPOSED LIMITS AT M.L.W.) 50'± 6'± z (LIMITS OF EXISTING VISIBLE STONE) z PROPOSED VEGETATION O 0 I- I- co J 50'f m PLANTING TYPE PLANTING AREA m Ln Ln SPARTINA ALTERNIIFLORA 4,400 SF (BTWN. MLW AND MHW) z APPROX. 4,100 SF AREA TO BE V) U) ARMORED WITH 150 TO 500 LB. w SPARTINA PATENS w STONE RIP-RAP. U- (BTWN. MHW AND SHW) 800 SF 4'f 28'f (APPROX. 150 CY) O O APPROX. LIMITS OF PROP. SALT TOLERANT NATIVE VEGETATION (APPROX. 11,000 SF) (ABOVELT SHW)TOLERANT VEGETATION 11,000 SF f— J SHEL TER ISLAND PROP. 1 TON PROP. VEGETATED 13'f TOTAL PLANTING AREA 16,200 SF SOUND SPLASH PAD PROP. GRADE EMBANKMENT (TYP.) APPROX. 5,200 SF AREA TO BE BACKFILLED AND PLANTED PROP. 2-3 TON STONE (TYP.) EL. 3.6f WITH TIDAL MARSH VEGETATION (S. ALTERNIFLORA & S. PATENS) TOP COURSE STO N E APPROX. LIMITS OF PROP. HIGH MARSH l (SPARTINA PATENS @ 12" O.C.) ^ 5 � ,. . - _ � ' - - _ � � � � � _j BASIN PROP. 3-4 TON _ _ T.O. TOP STONE (APPROX. LIMITS OF PROP. INTERTIDAL MARSH) CAP STONE °" EL. 3.9f 1.75± (SPARTINA ALTERNIFLORA © 12" O.C.) SHW EL 2.0 SHW EL 2.0f f — — W L 1.6 � • MH E . . . .. MHW f . ..:. .....:. EL 1.6 O ....:.. . .:. N 00 TOP SH IN a EET G , F- ',:. - - EL 0.6f Lji i i I W 00 � GRADE 44 LA Q _ i \ i i i EXIST. z �K a j, J � EL. f - 1.5 MLW EL - 1.7f � ,,.�\�.�\��\�� _ O �\\ I ao APPROX. 1 ,800 CY OF PROP. I MLW EL (-)1.7t in \ CLEAN SAND FILL FILTER FABRIC ( � �o Q PROP. FROM AN APPROVED PROP. TIE-ROD FILTER FABRIC UPLAND SOURCE PROP. (2)-6x8 � EXISTING/ORIGINAL GRADE APPROX. A DOCLAMPUBLE TI(TYP.) I 5,200 SF AREA TO BE ( ) PROP. DREDGE (-)5 BACKFILLED WITH APPROX. 240 CY OF S 2' DREDGED SPOIL, SUPPLEMENTED WITH z EL. (-)3.5f o CLEAN SANDY FILL AS NEEDED, AND I TNF PLANTED WITH SPARTINA ALTERNIFLORA I 41 � 6gSF AND SPARTINA PATENS (12" O.C.), C° Z APPROX. 4,800 SF AREA TO BE PROP. TIMBER PILING BETWEEN BULKHEAD AND SHW. ( w DREDGED TO MAX DEPTH OF 2' DEADMAN m BELOW MLW / EL. (-)3.5 NAVD88. (AT 6'-0" O.C) PROP. 497 LF I (APPROX. 240 CY OF SAND/SILT LOW-SILL VINYL BULKHEADD ASPOIL TO BE USED TO BACKFILL 11'f PROP. LOW-SILL BULKHEAD) (-)10 APPROX. 450 LF OF PROP. 1 TO 4 TON (L=10' SHOWN) STONE ARMOR ON FILTER FABRIC (APPROX. 6,300 SF, 1,095 CY) 20't 12'f PROPOSED SECTION X-X �' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER t APR 2OZ1 ` THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FCLLOWED BY THEIR SIGNATURE, _• Boa�o Cil THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE H" P E PHm"k M I T ALTERATION. 0 OWNER SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE OF VACHRIS Q GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SHORELINE STABILIZATION APRIL 12, 2021 ENGINEERING 3i8• - 11-o• LOW SILL BULKHEAD AND STONE ARMOR CONTRACTOR SOUTHOLD, NEW YORK DWG. NO. 370 OLD COUNTRY ROAD SECTIONS 9ssi A�a`' GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-4 NO. DATE REVISION BY GOLDSMITH'S BOAT SHOP INC..64150 MAIN ROAD.SOUTHOLD 4, w 3 a .a S Figure 1. Aerial view of subject property and breakwater in 1947. Image by Goldsmith's Boat Shop, Inc. 25 e ain., "• � •. L.SI L\��t.U.��I:A131LIG1a) 40 o, ,Google Figure 2. Aerial view of subject property and breakwater in 2019. Image big Google Earth. GOLDSMITH'S BOAT SHOP INC..64150 MAIN ROAD.SOUTHOLD MOW »-... , NFL �x �- � 3{ r i M Figure 3. Looking east over westerly portion of breakwater to be filled/raised, vegetated,and stabilized a)on north/leeward side with stone rip-rap,low-sill bulkhead,and intertida"igh marsh,and b)on south/windward side with stone armor. y . t k T K ► ,�,� ��F orf.' i Figure 4. Looking west over westerly portion of breakwater to be filled/raised, vegetated,and stabilized a)on north/leeward side with stone rip-rap,low-sill bulkhead, and intertidal/high marsh,and b)on south/windward side with stone armor. GOLDSMITH'S BOAT SHOP INC..64150 MAIN ROAD.SOUTHOLD a y' i Al y. - e b. Figure S. Looking east along north/leeward side of easterly portion of breakwater to be raised, at areas of proposed stone rip-rap,low-sill bulkhead,and intertidallhigh marsh. r . �A4 u� - z - .eAN rr OW Figure 6. Looking west over south windward side of easterly,portion of breakwater to be raised, «t area of proposed stone armor. 0600 8EE 8EC.M0-062 \� 3 } f SEE SEC.NO.OSx 08-2601 t3j� .. :NE f. —ni f 45- lc ass¢ a 010-1 - z r.rEwfvE.,w��sr 6ou,51DLD � � i m "' ., a \•. 5a 't ___.. P/ �,`e„/Jf � x61 ,q91 � a GdMlVO6lIfF.yK AS o:xxix 1 .'tin iw YLo,••* o M1° ` �, x11A k,C o p i 53,,• �.e2s'.f 9,k's'l� `� '.seNq �Y ' t'�e,.a'R• 11 d ,§ £ `R % e 5ta 0 .d• i 1' ± e' ♦y APV Op •. 1x f ' �� ' �15es4 Ay --- ry � ty �r�,Y E��'O ;� �'t : � hQ,4k4�,' oY 1 0.0 f! G s ttstily .�, asx / gw ' u sn5 yob: •.'' ".>�.p" s` L6 F• ... \y\.♦ ,�,JZ- x �.. >��:Y:'.f1z b ,._s ,KI7T3 5.,i f• sm�'o ,. i i� i h4. � xSHcl �H twrt� tx.t x Nc .w •.§ �\ i f Of 6UfFOLIr( + ��sl TOYM a SOU,NOID as_ 0P1 B-1 vo e t21 ,e 19..x„ . e,•l r ? ` a< n ,T - EE SEG NO -- --' ....,. . COUNTY OF SUFFOLK N n TlCe rc CO © 0 Real Prap ty Tax 4 rvice ARenct nleu0wn aHE oR v sf:�rJs tro fen.r,>r,v Wv.MLL W/ro01 W E n ueuF 6N Ocn E4 q vw i0Ul11MD -_- 8 OFFICE LOCATION: ii � �„�� '� "�� MAILING ADDRESS: Town Hall Annex � � P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ° µ Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Nick Krupski, Vice President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for GOLDSMIHT'S BOAT SHOP, INC. SCTM# 1000-56-7-1 En-Consultants on behalf of GOLDSMIHT'S BOAT SHOP, INC. requests a Wetland Permit to restore, enhance, and stabilize +57' (&var.)x+394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet (2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt-tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with +450 If of 1 —4 ton stone armor(1,095 cy) on filter cloth; 3) stabilize north/leeward face of raised breakwater with +394 If of 150 to 500 Ib. stone rip-rap (approx. 150 cy); 4) stabilize north, west, and east sides of raised breakwater with +497 If of low-sill vinyl bulkhead (elevated +12" below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging +12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13'wide, 5,200 sf area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterniflora (12" O.C.), between low-sill bulkhead and MHW(+11'), and Spartina patens (12" O.C.), between MHW and SHW(+2'). Located: 54150 Main Road, Southold. SCTM# 1000-56-7-1 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. The NYSDEC indicates that the Black Skimmer(a species of Special Concern) is in the vicinity of the breakwater. Require turbidity controls to further Policy 6. 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 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 June 9, 2021 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to SUPPORT the application of GOLDSMITH'S BOAT SHOP, INC. to restore, enhance, and stabilize 57' X 394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology as follows: 1) raise elevation of breakwater by up to 4' using approx. 1,800 cy. of clean sandy fill from an upland source, to be planted with approx. 11,000 sf. of salt tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with 450 If. of 1-4 ton stone armor (1,095) on filter cloth; 3) stabilize north/leeward face of raised breakwater with 394 If. of 150 to 500 Ib. stone rip-rap (approx. 150 cy.); 4) stabilize north, west and east sides of raised breakwater with 497 If. of low-sill vinyl bulkhead; and 5) establish approx. 5,200 sf. of vegetated tidal marsh on north side of raised breakwater by dredging +12" below MHW); and 5) establish approx. 5,200 sf. of vegetated tidal marsh on north side of raised breakwater by dredging 12' wide, approx. 4,800 sf. area north of low-sill bulkhead to a max. depth of -2'MLW, using approx. 240 cy. sand/silt spoil to backfill approx. 13' wide, 5,200 sf. area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200 sf. of vegetated tidal marsh, including Spartina alterniflora, between low-sill bulkhead and MHW, and Spartina patens, between MHW and SHW. Located: 64150 Main Road, Southold. SCTM#56-7-1 Inspected by: John Stein The CAC Supports the application and recommends Cornell's living shoreline support. Vote of Council: Ayes: John Stein, Carol Brown, John Chandler, Maggie Merrill, Shannon Wright Motion Carried Recused: Caroline Burghardt f - Glenn Goldsmith,President _a, ®F SQ(/ Town Hall Annex Michael J.Domino;Vice-President �Qw 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III J& i i Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams ` Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only - Coastal Erosion Permit Application, D' E C E 0 14 E i Wetland Permit Application Administrative Permit APR 3 0 2021 Am endment/Transfer/Extensi n j 0 Received Application: 3 '21 YReceived Fee: $ 266.00 _ Southold'6owrt Completed Application: �oard of Trustees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): WRP Consistency Ass Wment F rm 1/ Sent: I CAC Referral Sent: a Date of Inspection: •Z� Receipt of-CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Goldsmith's Boat Shop,Inc. c/o"Alvah Goldsmith,'Jr.,President Address P.O.Box 1436, Southold,NY 11971 Phone Number: 631 765-1600 Suffolk County Tax Map Number: 1000 - 56-7-1 Property Location: 64150 Main Road, Southold (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 O 1 Board of Trustees Appl tion GENERAL DATA Land Area(in square feet): 16.11 acres Area Zoning: M-II Previous use of property: Commercial marina Intended use of property: No change Covenants and Restrictions: Yes X No If"Yes", please provide copy. 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 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 Southold Trustees Permit No. 7264 4-21-10 Southold Trustees Permit No. 7413 10-20-10 Southold Trustees Permit No: 9630 1-15-20 Southold Trustees Permit No.9809 1-20-21 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: - i Project Description (use attachments if necessary): Restore,enhance,and stabilize+57'(&var.)x+394'portion of naturalized breakwater at mouth of commercial marina basin,incorporating livmg shoreline methodology,as follows: 1)raise elevation of breakwater by up to 4 feet(2 feet above MHW),using approx. 1,800 cy of clean sandy fill from an approved upland source,to be planted(above SHW) with approx. 11,000 sf of salt-tolerant native vegetation;2)stabilize south/windward face of raised breakwater with +450 if of 1 -4 ton stone armor(1,095 cy)on filter cloth;3)stabilize north/leeward face of raised breakwater with +394 if of 150 to 500 lb.stone rip-rap(approx. 150 cy);4)stabilize north,west,and east sides of raised breakwater with+497 if of low-sill vinyl bulkhead(elevated+12"below MHW);and 5)establish approx 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging+12'wide,approx.4,800 sf area north of low-sill bulkhead to max.depth of-2'MLW,using approx.240 cy sand/silt spoil to backfill approx. 13'wide,5,200 sf area south of low-sill bulkhead(partially over rip-rap),and plantmg backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterm-flora (12" O.C.),between low-sill bulkhead and MHW(+11'),and Spartma patens(12" O.C.),between MHW and SHW(+2'),all as depicted on the site plan prepared by Vachris Engineering,dated April 12,2021. 3oard of Trustees Applica-, a WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To restore,enhance,and stabilize breakwater at mouth of commercial marina basin,which has historically provided flood and erosion protection for the marina. Area of wetlands on lot: square feet Percent coverage of lot: °% Closest distance between nearest existing structure and upland edge of wetlands: 0 feet ex.bulkhead Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet prop. low-sill bulkhead Does the project involve excavation or filling? ' No X Yes If yes, how much material wilt be excavated? +/-240 cubic yards (sand/silt dredged spoil) filled. How much material will be / , 7 +/-2,040 cubic yards (240 cy dredged spoil+1;800 cy imported clean fill) " Depth of which material will be removed er-dopes-it ed: -2 feet(below MLW);and deposited 2 feet above MHW Proposed slope throughout the area of operations: +/- 1: 1.5(var.),- Manner in which material will be removed or deposited: See project description and site plan by Vachris Engineering,dated April 12,2021. 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 ADDENDUM-- 1 STATEMENT OF EFFECT AND LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR , GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SOUTHOLD,NY SCTM#1000-56-7-1 The applicant, a commercial marina operation known as Goldsmith's Boat Shop, Inc., is reputed to be the oldest continuous marine dealership in the United States and has been in business for nearly 100 years, since 1923. And the project site, where the applicant has operated since 1946, previously served as a brickyard from the late 1800s until shortly after the Hurricane of 1938, which breached the outer spit of land along the exterior limits of the applicant's underwater lands and allowed formation of an inlet channel and interior basin for marina operations. Since that time, this spit lining the mouth of the'marina basin has served as a protective breakwater for the marina, buffering the basin and surrounding marina lands and facilities from the flooding and erosion impacts of storms. However, faced with rising sea level and increasing storm frequency and intensity, the breakwater has been slowly eroding and subsiding for the past several decades, a process that was accelerated and exacerbated by Superstorm Sandy in 2012. As a result, a land mass that was once elevated enough to drive on is now substantially submerged at high tide; and more active and chronic erosion is now occurring along the edges of the marina's upland facilities.' If left unabated, the continued erosion and subsidence of the outside breakwater and resulting erosional losses inside the basin and adjacent lands will jeopardize the continued safe operations and use of the property as a marina and safe harbor for the public. Therefore, the applicant has been left with no choice but to seek permission to employ a remediation effort designed to restore, enhance, and stabilize the breakwater at the mouth of the basin that has historically provided flood and erosion protection for the marina. Specifically, as the existing breakwater is currently heavily laden with stone and contains swaths of high marsh plants where the spit is not yet entirely submerged at high tide, the project proposes to employ hard stabilization and"living shorelines" methodology, by 1) increasing the height of the breakwater by up to 4 feet with natural fill material to be planted with approximately 11,000, sf of native, salt-tolerant vegetation; 2) stabilizing the north/leeward side of the raised breakwater with stone rip-rap on the face of the breakwater and a low-sill bulkhead constructed inside the basin, seaward of the breakwater, to create a platform for the establishment of approximately 5,200 sf of Spartina alterniflora and Spartinaap tens; and 3) stabilizing the south/windward side of the raised breakwater with larger stone toe armor. By designing for its long term protection to ensure that the marina can continue to safely function as one of Southold's oldest water-dependent uses, thereby ensuring the marina's future availability to the public as a site for safe harbor and access to Mill Creek and Shelter Island Sound, the project is consistent with LW" Policies 9 and 10. The project is also consistent with the permitting standards of Chapter 275, Wetlands, and with Policies 4, 5, and 6 of the LW", as a strictly non-structural approach is not viable in the face of continued sea level rise and the natural erosion and subsidence of the breakwater. But by using living shorelines methodology combined with the renourishment and hard stabilization, the project would result in the planting of 16,200 sf of native wetland'and salt-tolerant vegetation, far exceeding the existing and steadily decreasing vegetative coverage of the breakwater. Both the stone rip-rap and the larger stone armor have been designed to the minimum scale necessary to stabilize the elevated and revegetated spit of land. And in addition to erosion control, the created intertidal marsh enabled by the low-sill bulkhead, which will be submerged at least 12 inches below mean high tide, will enhance the breakwater's wetland functions and values, such as marine food production, habitat, and water quality. Therefore, the hard stabilization components, combined with the living shoreline elements of the 11 P-age r r proposed project, will 1) restore and enhance the breakwater's ability to protect the marina against the adverse impacts of flooding and erosion; and 2) protect the quality of surface waters and the quality and functions of the surrounding ecosystem, all without adversely affecting natural coastal processes or natural resources, including the tidal waters and wetlands of Mill Creek. It should also be noted that a preliminary version of the restoration plan submitted herein had been granted approval for future construction grant assistance by the Governor's Office of Storm Recovery pursuant to the NY Rising Small Business Recovery Program following Superstorm Sandy, but the limited time allowed for extensive hydrographic surveying, engineering design, and permit acquisition prevented the grant from being closed and secured. y ' i 2Page 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item Part I-Project and Sponsor Information Name of Action or Project Goldsmith's Boat Shop,Inc.Breakwater Project Location(describe,and attach a location map): 2255 Wickham Avenue,Mattituck,Town of Southold, Suffolk County,NY, SCTM# 1000-114-3-1;property is located on west side of Wickham Avenue,maps provided. Brief Description of Proposed Action: Restore,enhance,and stabilize+57'(&var)x+394'portion of naturalized breakwater at mouth of commercial manna basin,incorporating living shoreline methodology, as follows 1)raise elevation of breakwater by up to 4 feet(2 feet above MHW),using approx 1,800,cy of clean sandy fill from an approved upland source,to be planted (above SHW)with approx 11,000 sf of salt-tolerant native vegetation,2)stabilize south/windward face of raised breakwater with+450 if of 1-4 ton stone armor(1,095 cy)on filter cloth,3)stabilize north/leeward face of raised breakwater with+394 if of 150 to 500 Ib stone np-rap(approx 150 cy),4)stabilize north,west;and east sides of raised breakwater with+497 if of low-sill vinyl bulkhead(elevated+12"below MHW),and 5)establish approx 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging+12'wide,approx 4,800 sf area north of low-sill bulkhead to max depth of-2'MLW,using approx 240 cy sand/silt spoil to backfill approx 13' wide,5,200 sf area south of low-sill bulkhead(partially over np-rap),and planting backfill area with approx 5,200 sf of vegetated tidal marsh,including Spartina altemiflora (12"O C),between low-sill bulkhead and MHW(+11'),and Spartina patens(12"O C),between MHW and SHW(+2'),all as depicted on the site plan prepared by Vachns Engineering,dated April 12,2021 Name of Applicant or Sponsor: Telephone. 631-765-1600 Goldsmith's Boat Shop,Inc. E-Mail Cgolds747@aol.com Address: c/o Alvah Goldsmith,Jr.,President P.O.Box 1436 City/PO- State -Zip Code: Southold NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2 X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC,USA COE,NYS DOS X 3 a.Total acreage of the site of the proposed action? 16.11 acres b.Total acreage to be physically disturbed? +/-22,458 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 16.11 acres 4. Check all land uses that occur on, adjoining and near the proposed action ❑ Urban ❑ Rural(non-agriculture) ❑Industrial M Commercial M Residential(suburban) ❑ Forest ❑Agriculture ®Aquatic ❑Other(specify) ❑ Parkland Page 1 of 4 J 1 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b Consistent with the adopted comprehensive plan? X 6 Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? I X 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 Mill Creek,Peconic Bay&Environs,Reason Significant coastal fish&wildlife habitat,Protect public,health,water,vegetation,&scenic beauty,Agency Town of Southold,Suffolk County,Date 3-9-90,7-12-88 X 8. a Will the proposed action result in a substantial increase in traffic above present levels9 NO YES X b Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: N/A 10. Will the proposed action connect to an existing public/private water supply9 NO YES If No,describe method for providing potable water: N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area9 X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X 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- The project willX occur over an approximately 22,458 sf area of a breakwater located in Mill Creek. 14. Identify 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 Federal'government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES X b.Will storm water discharges be directed to established conveyance systems,(runoff and storm drains)? If Yes,briefly describe. ❑NO❑YES Page 2 of 4 18V Dbis the pmpmd Mom, .s-on or Ojer acovyies thal result in the impoundmara of rejen6onS€,6 + jaq,yy - g \11 a Y t _ v_.,... d_... a_ .00„ y. 21 tr g Vone. _ I _ l.F Z �..d x w_. ail ,_u . pmpun ,. Li _ f �. . � ,!0 Ym du-by z °. i_ AVAvA Us Q, & € .#,'e i THE E .hF i U i TIC N Ba ja0 V 10 F 11 A B0 V a !S TI-' _!i. i�--f ClU RA �T 6 _81 - r - ApW 10, 2021 v Signature: \\ \\ \\\ Part pactSSSSF##e';_;l... 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JOCKEY CHEEK DR PINE EC j0 OEP� y RO d. 'L z CUSTER`� m P4 i �' So thold YC ❑ _ m g s v �9r. N RT l0 ImCusO InstIUte 0 CLFARVIEW no !9 a y RNHARBOR P 10 AV W 3 ca SLEEPY yOl N o BEPCHWO D �O �rF 0°ANC SCHOOOflE Int OQ OA lY Paradise - 3 SO�QQQQ GLENN S SRU !��4 �� Sy P° a t o e OQ /JrJ BASIN P 4 00 E DR S o a 4 0 o ROBIN 4� / ;^I•;. QUAR 0c 2TROQ/'R�C� ICKOOPO\o GREAT HOG "�' RIGGER LAE o UPOVE N 4S;L.". z � oQ W NECK 3 P 5 � m B YVIEW m � `� s SU Nr g o¢ mIB RTy14 BAYVIEW - o � s o I 3 ' Board of Trustees Applica _ Dn AUTHORIZATION (Where the applicant is not the owner) I/We, Alvah Goldsmith,President,Goldsmith Boat Shop, Inc. owners of the property identified as SCTM# 1000- 56-7-1 in the town of Southold New York, hereby authorizes En-Consultants 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. N/A operty Owivis Signature Property Owner's Signature Alvah Goldsmith,President,Goldsmith Boat Shop, Inc SWORN TO BEFORE ME THIS 22 DAY OF Apr)d , 20 Z' dIlL c VUt LC Gr.� Notary Public SANDRA MARTOCCHIA NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIMA6285267 Qualified in Suffolk County Commission Expires August 8,2021 Board of Trustees Applica �n AFFIDAVIT Alvah Goldsmith, President, Goldsmith Boat Shop, Inc. BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORD 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. N/A Signatu of Property Owner Signature of Property Owner Alvah Goldsmith,President,Goldsmith Boat Shop, Inc SWORN TO BEFORE ME THIS 22 DAY OF A��,I 320 21 Notary Public SANDRA MARTOCCHIA NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIMA6285267 Qualified in Suffolk County Commission Expires August 8,2021 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purnose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Alvah Goldsmith,President YOUR NAME: Goldsmith Boat Shop,Inc (Last name,first name,giiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X 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 your-company,spouse,sibling;parent,or child)have a relationship,with any,officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business 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%ofthe shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the,applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this X22 day A 20 2-1 Signature G- Print Name Alvah Goldsmith President Form TS 1 Goldsmith Boat Shop, Inc APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME Herrmann i Rnlwrt- F (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X 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 your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business 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 X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 30 ay of April 20 21 Signature Print Name o E. Herrmann Form TS 1 Glenn Goldsmith,PresidentO Sul F0(� �O C� Town Nall Annex A.Nicholas Krupski,Vice President �� G�� 54375 Route 25 John M.Bredemeyer III Io a P.O.Box 1179 Michael J.Domino o Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 3, 2021 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Goldsmith's Boat Shop, Inc. 64150 Main Road, Southold SCTM# 1000-56-7-1 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, June 16, 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. Also 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. Very Truly Yours, '4� A" Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President JyO� FFO(X G Town Hall Annex A.Nicholas Krupski,Vice President y 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J. Domino �,y ® ��' Southold,NY 119.71 Greg Williams �� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday,,June 16, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. 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.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: 95-74891-8038 Password: 845569 • 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. NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. � OWNER(S) OF RECORD: GOLDSMITH'S BOAT SHOP, INC. SUBJECT OF PUBLIC HEARING: For a Wetland Permit to restore, enhance, and stabilize +57' (& var.) x +394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet (2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt-tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with +450 If of 1 —4 ton stone armor (1,095 cy) on filter cloth; 3) stabilize north/leeward face of raised breakwater with +394 If of 150 to 500 Ib. stone rip-rap (approx. 150 cy);4) stabilize north, west, and east sides of raised breakwater with +497 If of low-sill vinyl bulkhead (elevated +12" below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging +12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13' wide, 5,200 sf area south of low-sill bulkhead (partially over rip-rap), and planting backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterniflora (12" O.C.), between low-sill bulkhead and MHW (+11'), and Spartina patens (12" O.C.), between MHW and SHW (+2'). Located: 54150 Main Road, Southold. SCTM# 1000-56-7-1 TIME & DATE OF PUBLIC HEARING: Wednesday, June 16, 2021 — at or about 5:30P.M. — 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 Glenn Goldsmith,PresidentS fF© �0 Town Hall Annex A.Nicholas Krupski, Vice President 41��0 Gym 54375 Route 25 John M. Bredemeyer III cm z P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams 4,- 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 GOLDSMITH'S BOAT SHOP, INC. 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� Roliert_E:'HPr�- ,residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the 8th day of June , 20 21 , I personally posted the property known as 64150 Main Road, Southold; SCIM #1000-56-7-1 by placing the Board 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,June 16,2021. Dated: (signature) Sworn to Wore me this S day of bkUY 20 P-/ KIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK otary u is COMMISSION NO . 5015931 i1N9tUFIE® IN SUFFOLK COUNTY EXPI RES AUGUST 2 , 20!!� I NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Goldsmith's Boat Shop,Inc. SCTM# 1000-56-7-1 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 PROJECT DESCRIPTION f - , 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 64150 Main Road, 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: Wed,June 16,2021 @ 5:30 p.m.via Zoom(meeting access info attached) 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. Goldsmith's Boat Shop,Inc. c/o Alvah Goldsmith,Jr.,President PROPERTY OWNERS NAME: P.O.Box 1436 MAILING ADDRESS: Southold,NY 11971 PHONE#: 631-765-1600 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SOUTHOLD, NY SCTM#1000-56-7-1 Restore, enhance, and stabilize+57' (&var.) x+394' portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology, as follows: 1) raise elevation of breakwater by up to 4 feet(2 feet above MHW), using approx. 1,800 cy of clean sandy fill from an approved upland source, to be planted (above SHW) with approx. 11,000 sf of salt-tolerant native vegetation; 2) stabilize south/windward face of raised breakwater with+450 If of 1 —4 ton stone armor(1,095 cy) on filter cloth; 3) stabilize nortb/leeward face of raised breakwater with+3941f of 150 to 500 lb. stone rip-rap (approx. 150 cy); 4) stabilize-north, west, and east sides of raised breakwater with+4971f of low-sill vinyl bulkhead (elevated+12"below MHW); and 5) establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging+12' wide, approx. 4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW, using approx. 240 cy sand/silt spoil to backfill approx. 13' wide,•.5,200 sf area south of low-sill bulkhead(partially over rip-rap), and planting backfill area with approx. 5,200 sf of vegetated tidal marsh, including Spartina alterniflora (12" O.C.),between low-sill bulkhead and MHW(+l 1'), and Spartina patens (12" 0.C.),,between MHW and SHW (+2'), all as depicted on the site plan prepared by Vachris Engineering, dated April 12, 2021. ;;f'�� fF O Glenn Goldsmith President Town Hall AnnexO G A.Nicholas Krupski, Vice President aha y1 54375 Route 25 John M. Bredemeyer III N v P.O. Box 1 179 Michael J.Domino �,y ® ��; Southold,NY 11971 Greg Williams Telephone(631)765-1892 =�mx- Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD-OF TRUSTEES will be held on Wednesday, June 16, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.south old.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.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: 957 4891 8038 Password: 845569 • 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.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. C PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name:' Address: SCTM#1000-56-6-12.1 P.O.Box 1179 Town of Southold Southold,NY 11971 SCTM# 1000-56-7-2 Mill Creek Partners,Inc. P.O.Box 326 Cutchogue,NY 11935 SCTM#1000-56-4-19&24.1 193 Griffing Avenue Sharon Patterson Riverhead,NY 11901 Edwin Tuccio SCTM#1000-56-4-20-1 PO Box 314 Thomas Wells&Jean'Lum East Marion,NY 11939 SCTM#1000-56-4-21 48220 Route 25 Steven Sponza&Elizabeth Stathis P.O.Box 1699 Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Hemnann doing business at En-Consultants 1319 North Sea Road ` Southampton,-NY 11968 , being duly sworn, deposes and says that on the 7th day of June '2021 , 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 at Southampton , that said Notices were ailed to each of said persons by (certified)(mgt d� mail. Robert E.He ann Coastal Management Specialist Sworn to before me this 9th KIM H , STEPHEN S day of June ,2021 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 \ nji-AL IFI ED IN SUFFOLK COUNTY Nota blic EXPIRES AUGUST 2 , 2091 t 1 � ■ ® y� A RCERTIFIF_DM . ■ . ® ■ ■ ,CE IT Ln • - • Dom - C3 0 r� ` 1 •V0 1 pCertified Mall Fee ° " 1 A O Certified Mall Fee iru Extra Services&Fees(checkbox,add fee as appropnate)� u/1/ Extra Services&Fees(checkbox,Edd tee as appropriate) LZ/1', f ❑Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ (� r ru ", ru Return Receipt(electronic) $ ,Postmar Z Return Receipt(electronic) $ Str�rl�d( � ❑ 1 Y ❑Certified Mail Restricted Delivery $ �, W83a8 O ❑Certified Mail Restricted Delivery $ 1 '°Here l C-3 []Adult Signature Required $ 6� \ 1-3 ❑Adult Signature Required $+ []Adult Signature Restricted Delivery$�_ (/S �� ❑Adult Signature Restricted Delivery$ C3 Postage O Postageco p5/ c0 $ ---.--------- $ -- -- - - - ru ru Total ru Total Posta ru $ IS Steven Sponza&Elizabeth Stathis Er Sent; , Thomas-Wells&Jean Lum senrro 48220 Rout 25 I ra PO Box 314 !-------- a E3 SYieel Sfreeesnifl pO'Box 1699 r- East Marion NY 11939 , t --, - cit,;state; Southold,NY 11971 !" ■ , A D ■ ■ ■ ® p ■ ■ CD rq 1YlYIYIY �- S-,::, 7s. F 0 �m Certified Mail Fes' ° d p Qee Ir $ 'Li ExtraServices&Fees(checkbox,add fee as appropriate) fL ces&Fees(checkbox,add tee as appropriate) I ❑Return Receipt(hgrdcopy) $ �// a [I Return Receipt(hardcopy) - $ �\ a ❑Return Receipt(electronic) $ POSTgrk ❑Return Receipt(electronic) $ «s Pastmer Z C3 ❑Certified Mail Resected Delivery $ -r Here.? 0 ❑Certified Mall Restricted Delivery $ Here v E]Adult Signature Required $ ��J O ❑Adult Signature Required -$ �., �f ❑Adult Signature Resected Delivery$ Adult Signature Restricted Delivery$ �- p Postage �S p Postage j✓$-PS $ _ ru $ - - - � Total p, _ __� ____�--- - � ru ru semrc Sharon Patterson - - o-. Sent Mill Creek Partners,Inc. ,1 o sr eat; Edwin Tuccio _ Q C3 PO Box 326 - Stree,, ----------- i 193-Griffing Avenue ----------- r`- Cutchogue, NY, 11935 cfry,-� Riverhead,,&Y 11901 : cfry: --- T. - - - -- Ii--- :e• • - �, •11.1. - - -- ■ • �J � r i Ln I-C3 rq I '- r3 Cenitled Mail Fee r_q $ �� ` _ I Extra Services&Fees(checkbwy eddree as appropriate) 0 ❑Return Receipt(hardcopy) $ 77- O ❑Return Receipt(electronic) $ P09tfRark_9 Adult Si Mall Resected Delivery $�— Herb � O ❑ / � ( 0 []Adult Signature Required $+ o I ❑Adult SignatureRestricted Delivery$ *,��S�5 1 11 O Postage , CE) $ itl Total Pow ru IS Ir Sent To Town of Southold C3 stieeiand PO Box 1179 ------ tti Shold __g.eie," out ,NY 11971 ------ I - r 0 zap ■ Complete items 1,2,and 3. A.'Sigrta ure Agent { ■ Print your name and address on the reverse ❑Addressee 1 so that we can return the card to you. �},Received by(Printed,Name) C. Dat of De very i ■ Attach this card to the back of the mailpiece, 4 i dT I E)6 12 2 I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? Yes i If YES,enter delivery address below: ❑No I I I� i Mill Creek Partners, Inc. j PO Box 326 3. Service Type ❑Priority Mail Express@ i Cutcho e NY 11935 ❑Adult Signature E3 Registered MallTM ❑P4ult Signature Restricted Delivery ❑Registered Mad Restricted edified Mall® Delivery rorn1c"Inlient rtiffed Mail Restricted Delivery ❑Return Receipt for --- - - Merchandise -- ollect on Delivery ❑Signature ConfirmahonT _-m-�-�--r--�___ on Delivery Restricted Delivery g 2 .1_,_.�.._� ❑Signature Confirmation 7 019 2280 0002 2104 1061 1 Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt i r ■ Complete items 1,2,and 3. A Signatu ■ Print your name and address on the reverse ®Agent so that we can return the card to you. X ❑Addressee ■ Attach this card to the back of the mailpiece, 13• Re ' 'd by(Pdnte Name) C. Date of Delivery or on the front if space permits. _ 1. Article Addressed to: D. Is delivery address di erent from item,1? ❑Yes Y If YES,enterdeliver"ddr�,below: E3 No d� 9 2927 a Town of Southold PO Box 1179 3. Service Type4jA� '�Yo Prion Mail Express® ❑Adult Signature ® U ��r❑Registered Mal]TM Southold,NY 11971 ❑ It Signature Restricted De`Iivery ❑Registered Mail Restricted WHO il® De ivery ❑Certified Mail Restricted Delivery ❑Return Receipt for <, - ❑Collect on Delivery Merchandise " "" ` '" "-` `--_------- -�^�� --- ❑Collect on — e Tr ii r I�D 'ryRestricted Delivery 13 Signature Confirn)atloirjTM tion TM 7019 228 JI11 Signature Confirmation GVt Gqp.qlyt,Aijl)iRestricted Delivery - hri r— LI J PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt �� Jown of Southold LWRP CONSISTENCY ASSESSMENT FORINT A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nim beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 56 - 7 _ 1 PROJECT NAME Goldsmith's Boat Shop,Inc. The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Restore,enhance,and stabilize+57'(&var.)x+394'portion of naturalized breakwater at mouth of commercial marina basin, incorporating living shoreline methodology,as follows: 1)raise elevation of breakwater by up to 4 feet(2 feet above MHW),using approx. 1,800 cy of clean sandy fill from an approved upland source,to be planted(above SHW)with approx. 11,000 sf of salt-tolerant native vegetation;2)stabilize south/windward face of raised breakwater with+450 If of 1 -4 ton stone armor(1,095 cy)on filter cloth; 3)stabilize north/leeward face of raised breakwater with+3941f of 150 to 500 lb.stone rip-rap(approx. 150 cy);4)stabilize north,west, and east sides of raised breakwater with+497 if of low-sill vinyl bulkhead(elevated+12"below MHW);and 5)establish approx. 5,200 sf of vegetated tidal marsh on north side of raised breakwater by dredging+12'wide,approx.4,800 sf area north of low-sill bulkhead to max. depth of-2'MLW,using approx.240 cy sand/silt spoil to backfill approx. 13'wide,5,200 sf area south of low-sill bulkhead (partially over rip-rap),and planting backfill area with approx. 5,200 sf of vegetated tidal marsh,including Spartina alteiniflora (12" O.C.),between low-sill bulkhead and MHW(+11'),and Spartina patens(12" O.C.),between MHW and SHW(+2'),all as depicted on the site plan prepared by Vachns Engineering,dated April 12,2021. r Location of action:64150 Main Road, Southold Site acreage: 16.11 acres Present land use: Commercial marina Present zoning classification: M-II 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Goldsmith's Boat Shop,Inc. (b) Mailing address: c/o Alvah Goldsmith,Jr.,President PO Box 1436, Southold,NY, 11971 (c) Telephone number: Area Code 631-765-1600 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? NYSDEC.NYSDOS,USAGE C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable ly r , Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 ®Yes ❑ No ❑ Not Applicable --SEE ATTACHED ADDENDUM-- 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 J ®Yes ❑ No ❑ Not Applicable -- SEE ATTACHED ADDENDUM-- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable --SEE ATTACHED ADDENDUM-- 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® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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. ® Yes No Not Applicable --SEE ATTACHED ADDENDUM-- Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold,s water-dependent uses and promote n 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 ATTACHED ADDENDUM-- 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. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ 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 ® Not Applicable PREPARED BY ITLECoastal Management Specialist DATE April 30,2021 - Robert E. e Amended on 811105 STATEMENT OF EFFECT AND LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SOUTHOLD,NY SCTM#1000-56-7-1 The applicant, a commercial marina operation known as Goldsmith's Boat Shop, Inc., is reputed to be the oldest continuous marine dealership in the United States and has been in business for nearly 100 years, since 1923. And the project site, where the applicant has operated since 1946, previously served as a brickyard from the late 1800s until shortly after the Hurricane of 1938, which breached the outer spit of land along the exterior limits of the applicant's underwater lands and allowed formation of an inlet channel and interior basin for marina operations. Since that time, this spit lining the mouth of the marina basin has served as a protective breakwater for the marina, buffering the basin and surrounding marina lands and facilities from the flooding and erosion impacts of storms. However, faced with rising sea level and increasing storm frequency and intensity, the'breakwater has been slowly eroding and subsiding for the past several decades, a process that was accelerated and exacerbated by Superstorm Sandy in 2012. As a result, a land mass that was once elevated enough to drive on is now substantially submerged at high tide; and more active and chronic erosion is now occurring along the edges of the marina's upland facilities. If left unabated, the continued erosion and subsidence of the outside breakwater and resulting erosional losses inside the basin and adjacent lands will jeopardize the continued safe operations and use of the property as a marina and safe harbor for the public. Therefore, the applicant has been left with no choice but to seek permission to employ a remediation effort designed to restore, enhance, and stabilize the breakwater at the mouth of the basin that has historically provided flood and erosion protection for the marina. Specifically, as the existing breakwater is currently heavily laden with stone and contains swaths of high marsh plants where the spit is not yet entirely submerged at high tide, the project proposes to employ hard stabilization and "living shorelines" methodology, by 1) increasing the height of the breakwater by up to 4 feet with natural fill material to be planted with approximately 11,000 sf of native, salt-tolerant vegetation; 2) stabilizing the north/leeward side of the raised breakwater with stone rip-rap on the face of the breakwater and a low-sill bulkhead constructed inside the basin, seaward of the breakwater, to create a platform for the establishment of approximately 5,200 sf of Spartina alterniflora and Martina patens; and 3) stabilizing the south/windward side of the raised breakwater with larger stone toe armor. By designing for its long term protection to ensure that the marina can continue to safely function as one of Southold's oldest water-dependent uses, thereby ensuring the marina's future availability to the public as a site for safe harbor and access to Mill Creek and Shelter Island Sound, the project is consistent with LWRP Policies 9 and 10. The project is also consistent with the permitting standards of Chapter 275, Wetlands, and with Policies 4, 5, and 6 of the LWRP, as a strictly non-structural approach is not viable in the face of continued sea level rise and the natural erosion and subsidence of the breakwater. But by using living shorelines methodology combined with the renourishment and hard stabilization, the project would result in the planting of 16,200 sf of native wetland and salt-tolerant vegetation, far exceeding the existing and steadily decreasing vegetative coverage of the breakwater. Both the stone rip-rap and the . larger stone armor have been designed to the minimum scale necessary to stabilize the elevated and revegetated spit of land. And in addition to erosion control;,the created intertidal marsh enabled by the low-sill bulkhead, which will be submerged at least 12 inches below mean high tide, will enhance the breakwater's wetland functions and values, such as marine food production, habitat, and water quality. Therefore, the hard stabilization components, combined with the living shoreline elements of the I Page proposed project, will 1) restore and enhance the breakwater's ability to protect the marina against the adverse impacts of flooding and erosion; and 2) protect the quality of surface waters and the quality and functions of the surrounding ecosystem, all without adversely affecting natural coastal processes or natural resources,including the tidal waters and wetlands of Mill Creek. It should also be noted that a preliminary version of the restoration plan submitted herein had been granted approval for future construction grant assistance by the Governor's Office of Storm Recovery pursuant to the NY Rising Small Business Recovery Program following Superstorm Sandy, but the limited time allowed for extensive hydrographic surveying, engineering design, and permit acquisition prevented the grant from being closed and secured. J � 2Page EN-CONSULTANTS April 30, 2021 Town of Southold 22 pp Board of Trustees E D C U � 54375 Main Road Post Office Box 1179 DiD Southold,New York 11971 LAPR3 0 2021 Re: Goldsmith's Boat Shop, Inc. Sol.r; d T,2 64150 Main Road, Southold Rcaru UDi�;tces SCTM#1000-56-7-1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Two Sets of Photographs. 3. Four(4) copies of site plan prepared by Vachris Engineering, dated April 12,2021. 4. Four(4) surveys prepared by Kenneth M.Woychuk Land Surveying,PLLC, September 27, 2016. 5. Four(4)Hydrographic&Topographic surveys prepared by Robert H.Fox, last dated November 2019 6. Application fee of$250.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Since a y, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting