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HomeMy WebLinkAbout1000-56.-7-1 OFFICE LOCATION: orjF $U(/jl MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Telephone: 631 765-1938 i C4UN11,� 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 Town'of Southold r LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency'in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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 I SCTM# 56 - 7 _ 1 �- JUN 07 20:21] PROJECT NAME Goldsmith's Boat Shop,Inc. I old n Planning Board 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+4501f 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+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" 0 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 Vachris Engineering,dated April 12,2021. Location of action:64150 Main Road, Southold Site acreage: 16.11 acres Present land use: Commercial manna 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? N71 L Yes L2sl No D If yes, which state or federal agency? NYSDEC.NYSDOS,USACE 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 POLICE' 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 N 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 N Not Applicable 1 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 ®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, coastaLwaters, 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 siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable --SEE 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 9 V 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 manna 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 Spartinapatens; 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 1IPage 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. 1 , r n , i f v _ 2Page GOLDSMITH'S BOAT SHOP INC..64150 MAIN ROAD,SOUTHOLD A f a .tie i Figure 1. Aerial view of subject property and breakwater in 1947. Image by Goldsmith's Boat Shop,Inc. �s s ss 25 e /ain -• t EX.BREAKWATER TO BE RESTORED, ENHANCED,&STABILIZED Google Figure 2. Aerial view of subject property and breakwater in 2019. Image by Google Earth. GOLDSMITH'S BOAT SHOP INC.,64150 MAIN ROAD.SOUTHOLD sem,rSr ..mow,• �a K �• F n leet t I' • �_Q�Tc1 ? 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 intertidal/high marsh,and b)on south/windward side with stone armor. _'7W OF' r r .t j� `.,• , . � ems°'' ;��►: 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 intertidallhigh marsh,and b)on south/windward side with stone armor. GOLDSMITH'S BOAT SHOP INC..64150 MAIN ROAD,SOUTHOLD ,s ,m A MIA I .... 'M, ..-.-. �e 3• T• _ Figure S. Looking east along north/Jeeward side of easterly portion of breakwater to be raised, at areas of proposed stone rip-rap,low-sill bulkhead,and intertidal/high marsh._ _ rte . r e i O. 60 - AL Figure 6. 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K, 6 ' �n r, =•.'iL x' '7 ,2, 5 + g cOR FCk NO NO . � W 1 066 L ., "•""r"`a — ". COUNTY OF SUFFOLK© N NOTICE N s,o1 N, loon rnf Nn _tlRtD__ O ,. d.. E Real Property Tax Sen 9gencv No To W E M SouTNDtD 056 (21) .o,.... cmaeueo A d. ww>E o< MON. U.P. O/ EOGE OF PAVfA(pyJ O` j� MAIN X ' RAIL S84012'00"E I ROAD � * ctwwuNK FENCE 178.,q 9, EDGE OF PAYEMENi S8e9052'00"E 152.58' ' CRATE w.v. CONI. CURB 6�8 92 ' asPNncr APRON / �—/ �,• ASPHALT APRON U.P. GOLDSMI ' I S BOAT Si-r-1-TOP , INC. O:n•:x::::::.riiO do U.P. ...........::.�::.:::.�:i......:1100.4. �i::?i:':iiiri:i:i�sii:i `.°ei:;i�ii: }:i:;•i:•: •• GREENPORT, N� YORK 11944 'J .•40Q '. •. -• .:.:.:.::.:�;.;�..::..:.;•.e::.:::::.::'.�.'•'."O'�....:::.:.:c::.v::.c:.:::.v:i�", ,• ....1 STY...:..;; WATER . 1 ::';:i.� :.µU'ONARY.'.: ' SERVICE aL erg:?;' : ::.:...........- o ,• w..:::.:.:::::•:::• oYatur. ►-+ ::.:::::::::.::....::.::.:.:::.:::..::::.:::: 9 M.H p y �t S. C. T. M. DIST. 000 SEC. 5 6 BLK. 7 LOT. 1 �, A .- o a Com. > > W / Up. BOAT ::%2}•B':ti:;::.:; UFT LP:Q��S 8.4 / i / " ,ape l2.0' �L LAND H/F DECK MILL CREEK PARTNERS / ' w000',vALK CONC. SLAB o AN j '' .• FUEL r / v / j i• o WOODXALk FIELD OFFCE U.P. •O NO Ile � .. o ,�• / OC)ro o wo LIBER 12664 PG.63 2 '•' / i 6,63' OVERLAP J 70.2 �.. wdoD WALK .........::..::..::..::.: • ;;:.:•;:;;;:;•;;:•:;:::;•;:•::•::::.>;.. • 0, J 4 I a I.: .. 8 0 / �w M ? �- .1N000 W Arx , Y 0 -..._ 0 cl� s \ / cC i W R' O / \' LTJ ti O i� l o _—/ j i 50-91 9 I• co NEr � . . . •. . . • . . ': . . . . . . .. . . ' • '••. • ' , - ,tom. top �---' �--� /—� �--' �—�•:.• •�,:.---' �--' �—' �----' �---' �--' �--� , �•--� �--� :: : • ' ' : ' : . . • . • . . ' . . '. • . ' •. • ' . : •• . ' " ' • • � � .' : :� �—� .\ f �.loll APR 3 0 2021 56'3 " /—/ /-� '� . /_—� /—'� �—/ �� ��/ /�� /—� / BoardtoiSc�rlf�'.461 '\ MN'j USE PROPERTY LINE DIMENSIONS AS SHOWN i �/ , �� �S0•'� ON PREVIOUS SURVEY PREPARED ^\ �/ �� �� �� /� '� �� �� �/ �� BY VAN TUYL AND SON, LISC.#25626 / DATED MAY 9, 1966 -/ /--��C �--J /� /� �'.. \ /� /� : :•%�'� / »N�/ / - �—� �— THE WATER SUPPLY, KUS1 DRYNELLS AND CESSPOOL oN,� yMy Q LOCATIONS SHOM'N ARE FROM RELD OBSERVATIONS ' S'�5��� AND OR DATA OBTAINED FROM OTHERS I V �� �� �� /-'—� �� �� � �/ AREA: 701 850 S .FT. or 1 1 A ELEVA77ON DATUM: w_ Q 6. 1 CRSS - \ • .t — O UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR KHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N 646;36 s 0 LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UT70N, GUARANTEES ARE NOT TRANSFERABLE. STONE & CONC. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE RUBBLE JETTY —/ /� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI770NAL STRUCTURES OR AND OTHER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY GRAPHIC SCALE —� �—� i—/ -- --� �---� �--� �---� �---/ r--� �--� �—� �- SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: GOLDSMITH'S BOAT SHOP, INC.; 50 0 25 b0 100 200 MAP OF: S A� FILED: srrUATED AT: GREENPORT IN ET , EGoN�C TOWN OF: SOUTHOLD I inch 50 ft KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design {f 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.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth K. 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WOYCHUK LAND SURVEYING PLLC f a ' v �" ,"' � , ,j ,' 18002- DRAWING - - - - -- _ - -- ., - _ ... -- -. '.- - -``. - -- - - , -` `-' - 2, D „NG 12, 2021, AN DATED APR D TITLED _ _ __ {,T, :."" I SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / - .. • EXISTING CONDITIONS PLAN" � �$ r § 18002-3, DRAWING DATED APR. 12, 2021, AND TITLED: .; � - ,\: � � ,P., rmF`a I0 i "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR - -- ---- - -- - „�, - -_ - : . - - - - PROPOSED LAYOU,Ij% T PLAN" - - , - . - I °"a . ,,, I 1+ I: 18002-4, DRAWING DATED APR. 12, 2021, AND TITLED: "SHORELINE STABILIZATION / LOW SILL BULKHEAD AND STONE ARMOR / . . '_ , SECTIONS„ . . ) , Yg ' ' # ;¢ ' � i,.. ` • � . I NOTES= - - - - ---I'- - --- - - .- -.fir ... �`-(-)t;---;1 � . � '" 1. SURVEY INFORMATION SHOWN WAS TAKEN FROM THE SURVEY TITLED, "'"'"" � "HYDROGRAPHIC AND TOPOGRAPHIC SURVEY" PREPARED BY ROBERT H. FOX . , : . , - , , AND LAST REVISED NOVEMBER 2019. - I IL I 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. . I . . , . -- - ----- - - . ._ 4 - _., , _"._. -.._ _ _ - -_- - ___-- - _ -- - ... _ _- _.__. _ - -_-- _ _- _�_ __._ - APPROX . - j APPROVED UPLAND SOURCE FOR SUPPLEMENTAL BACKFILL, AS NEEDED. - i . . j/ AREA OF WORK SITE PLAN N.T.S. ��/{fin C\ �.... i-1111A L11, i" ADJACENT PROPERTY OWNERS ,-`y)r j.�,j;P AP�i 3 0 2021 O TOWN OF SOUTHOLD SCTM #1000-56-6-12.1 SOUTHOLD, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER MILL CREEK PARTNERS, INC. SCTM 1000-56-7-2 SOUTHOLD, NY THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN (�) # r, ,.i?s "'aJ 0 ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL Board Oi _`.ItlsieS 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. ---- - F 0 H PF"'6k E R M I � � � F N ,,rO OWNER 11 - VACHRIS SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE s° GOLDSMITH'S BOAT SHOP, INC. 64150 MAIN ROAD SHORELINE STABILIZATION APRIL 12, 202.1 = ® ENGINEERING N.Ts. LOW SILL BULKHEAD AND STONE ARMOR Fop -o65h�a- CONTRACTOR 370 OLD COUNTRY ROAD SOUTHOLD, NEW YORK DWG. NO. 9 -10NP� SITE PLAN AND VICINITY MAP NO. DATE REVISION BY � GARDEN CITY, NEW YORK SCTM 1000'56'7'1 18002-1 O40 M � NNN N co40 40, Vv ovM /40* CO 40 � _ / % Ov N M rn / / rn rn ofco of / ^ ^�` 40 h 40' v; co (o ^ J / l / N' � N / io. O' O / ° ° `�'l SCT 1000-56-7- 1 GOLDSMITHS BOAT SHOP INC. (IVM / / / N A,j / N h / O O" N V 40 r/ rt M co I / / h 40 o o h / 0)- 4� , O' h O / h M vj h h / 40 co �? /� / 0)' V11O' h / Ay (\,' O 40 4o, ^ ^ ov M / N / 0) M q COA �O Q 40* M ^ - , l / M 40 M O 0) / / �' cb• 4� O / �D� '\ / o�' /`O• F / �O rl. / / � d co p I I / / co ry = McV /,- V) M Co (0. M / O h / ry / co' <o h O / / co (o 0)' co . O O ^t % / oOC? - Mj ^ O /M' 00/ O MM c0 V M 40 hO �o,� A-)' "� 4,)' N M )M Nj M N co / ^' 0), V j M "') cV d / / Ao Mc0 (o N N Qo A-) rL ,O✓ Oco 'h o) 11,X h �/ co 1 Q 0) cb ^ / /," N nco M o M VISIBLE STONE / �o' �` / �' / cb' (o i �O `. `L' _/�� �<0 � �O AND BRICK / �O co' ry / ^' cb / c� / M' h• j / 0 / / 0 co (NOV. 2019) (TYP.) co ^ / i /txO � 0 ' ^�° ° h o, p coM co' �0' 00 ryi c0 \. ♦ i � / c0 h �o' co' <0 c0 `v h N ^ ._. • MLW. / / ^ / O' / v / c0 / O M / �• O' M / <o' (o' / `� `V c / '/ d �0 40* ctj / / �o' M ca / �' h / `O �° M / c0' �,• •• ` . • / p / / / ^ rn o o / (0' ry h / (o ^ / c0' 00 �o" . �o" ry / to ^ M' tx� co (IV tx Vv IN o h ^ r •`(IV � / / j %, n, ry r .. .. r� v n� ,� / !0 �o' � co / (0• O / <o' O / 00 /� `L �� RIP RAP 00 1 / /� co ,� N co / / ^ O / c0' �o" �' / O" �o h i°' M / h' 0 / h' h Ov 40 / / (IV N c� h M / / N O lb �o cD O / h h /. i � M M Co h / j N cV cy o /o � . / /� v- ,� / V* V Co' h j� y�1 , ,'\ t w co, / ' ^ (o vo N / / N N rn o ,� \ / M' �. r W ,� / M' c0 / h M D�' ��' O Q QO `n N Ort ^ / ^ O ^ `. . _..._ .. �- •• 1� M� /�,;�. / /� ,� �, �L 0 Ov Ov l / % N '`� M M / N / ". �-.. O �'� �l Q i O Q O N cry (0 / % o) / / / -`. • / Q /�. Q 40 tK 1 % ry 40 � O40 c�. / i r ^ o � i / ,\ A-) ,� / i �• o \ Myr ry co . / r . M / co / co � ^ / ^ O O /�O \ 1 / co ry / 00 / r / 0) h b` O / co M / rn rn / ^ O ry / � / ^' h co M N / i o i o 0 0 / M `�l SCT#1000-56-7- 1 ' M ry / ^ ^ rn co- / O M r .' GOLDSMITH'S BOAT SHOP INC. co .I ' co o, l l � co* °j ai lO (V /40 h p � / 40 40* A). O h / h Mcr4f), (D , 0), Oh ' M p M \ - ov •` • `�• ty) ry _ / /\ ^ ry M / O 4� O / p r 0,0 QF, iOy) ov I ov 1v 40 h / jj ' `•Dta /O 4f). ^ O o � , \/O n0) CO co O 0)' Cocp 0 0, ry /,� (o 40 h 40 M t,)- N (o hM M (,V (o h ry �0- <o •�Oe rL `j / sO� I cb ^ ' �V M M O / / co �• O o / 0; p� / O ^ r M, d p /\ / h ^ / p / 05' O' co r M M M M ty) co M (0'(0 co M ('V (IV / ^ �` / °� °�� d / / O A,)' ^ C ♦ °' tx W Z O X / �' 00 / h 1 / ' C� ^ / / /, ryn� A� O VISIBLE STONE / �o �, / ^• / / ^ / M' h' ti / M' cV / / AND BRICK co' `� / v N O ' / / / c0 (NOV. 2019) (TYP. / / / i ^ / 00 O r AD �. %� Q ,`� / ) / ^, h /\- O APPROX. 5,200 SF AREA TO BE / y (o /co co co M APPROX. 4,800 SF AREA TO BE , ^• trj / ^ M BACKFILLED WITH APPROX. 240 CY OF ^ / DREDGED TO MAX DEPTH OF APPROX. / ^' M / ^ DREDGED SPOIL, SUPPLEMENTED WITH / (0- /co c0' �, 2' BELOW MLW / EL. (—)3.5 NAVD88. / c> / �' CLEAN SANDY FILL AS NEEDED, AND i �O p`b /y Cb / M \ h` / / <o' (APPROX. 240 CY OF SAND/SILT �° cb / PLANTED WITH SPARTINA ALTERNIFLORA j��h /`L' / h • _ . _ , SPOIL TO BE USED TO BACKFILL 00 (o AND SPARTINA PATENS (12" O.C.) / �O � 1 h ry MLW / `l-, / cV ^ l r/ M ry co PROP. LOW—SILL BULKHEAD) �O �' �o BETWEEN BULKHEAD AND SHW. / ` , �`L j N °� rn O O \ 1 / cry 40 ry h ' %0 <0 220'± / (O �` (IV O /�'/ / �o O / h / O ^ 40* tx `. C) ��' / j cV �y `� c� / \ .. l co 92'f Co- h , �• p //� RIP RAPCO 40 ov Ov O / / ni W / / / i /! '� S. r0. / h. / co 4o M j° co APPROX. 4,100 SF AREA TO BE PROPOSED 497± LF OF /j� `K / N O ry CO M r / ARMORED WITH 150 TO 500 LB. LOW—SILL VINYL BULKHEAD M �� ' `O / ,�' �` / N h h I T l"— o STONE RIP—RAP. h �` .� / h i / h `j N h / ry �T l — �o' `� (APPROX. 150 CY) O O / h �'/�. / i /� ''� `n M co ,� / ry `� N ry +� o 1 �l� (01 jT - -- - -- --- T -- T��h , r- - -L `0 °' ♦ /� /`O 0, co 40 ry / 7 / / / h A7 n/ N M / ry ry / r r / f f l y V � �' O /Cv ry N h c0 / / O. / y / �o Dx' / ry cy cry ^ ' / Ov i v `� ^ `D h WITH HM t C�ETATION °' ' ' � �' 0) w o Q, ry o M AREA OF EXIST. JTONE ,�. 00' 4'' <, h M / ry ry �,� O' h rl, O rL' / / _ �� O ry N N o) Cr) o� p oo / � �; ^ � /y % � BURIED TOE OF /� `b / /�� /�' ,h /'h' O vi co' ^. ^' ,� co / ry N / / N o O / N ry, 0� STONE ARMOR /`L ''�' ,,�• / ,h� co p / / M M rn rn / (\,• 0) , O O (TYP.) /� .�. / (IV chi co W ctj co N lb / AO A)• / O ,�. / t / < / / M ^� ,� cV M M / M' ,,�• 50'± / M M �. / M' o / ti /�� �, APPROX. 1 1 ,000 SF AREA TO BE /� �(O / M / r M O M ''� FILLED WITH APPROX. 1 ,800 CY OF / 1 h M h � / h M � / ^ ' M M M M AD*. ov /� �, / /'�� CLEAN SANDY FILL AND PLANTED /� �o /4' co ^ ry O ' ' /� M ry / M' o '` / `�' PROPOSED 450 LF± OF '`� `� WITH SALT TOLERANT NATIVE O c'. cn co o co co ti / M' `V ov M / AY � 1 TO 4 TON STONE ARMOR ON / ��' /� � VEGETATION. / �� ' ' / ^ co q` / M N / `L / M' M M. / �' , FILTER FABRIC. /.�• / �� �• /�' O /.�. o) d ry , M' M• ry , M' AD' AD (APPROX. 6,300 SF, 1 ,095 CY) ,h. / '� 4 A, c0, rn co ;' co M (,0 `o h M O, LEGEND NOTES- co ' o 0) 0'O o� O ry ^� / / / M M M' M V h / M M M — / M `V X 3.3 SPOT ELEVATION (NAVD88) 1. SURVEY INFORMATION SHOWN WAS TAKEN FROM THE /� co, co ^ ^ ry M M / A�' h D / q` _ — _ _ SURVEY TITLED, "HYDROGRAPHIC AND Ao / AAD- M' MEAN LOW WATER SURVEY" PREPARED BY ROBERT H. FOX O AND R LAST 0) co / M' h — — — — MEAN HIGH WATER REVISED NOVEMBER 2019. / / ^ (o (o p / ,� Dv 2. ALL ELEVATIONS REFER TO NAVD88 DATUM. / ————————— PROP. LOW—SILL 3. SURVEYOR CONTOURS SHOW MHW AND MLW AS THE VINYL BULKHEAD FOLLOWING: co `n 40 �o , M' h N M / n-j• h 0> 0; 0i 0)' 0j' c) ^ � / / �` �` / M • 'l1jJ, / / / / / co o ct) ry / D� D� / 497± LINEAR FEET SHW EL. 2.0± co, M / / �` M' °) 1 i N r�/ 7T —� • MHW EL. 1.6± /� co 0 0) 00 SO PROP. DREDGE AREA • MLW EL. (—)1.7± co / M' 00 co* � W o 0) / Ao R I J / PROP. DREDGE SPOIL q�jco co0�� co o co ' ' '� 00, /' ^ h / /� M ESTE BACKFILL / �,� / . o , D , M I'I ' C'q / co 0) rn / % / M ^ / PROP. 150 TO 500 LB / / co co h �O �o �. ^ STONE RIP RAP coco h h M / CF' M ry �. /� � � � � � � � � r � � D� o O STONE ARMOR PROP. 1 TO 4 TON / ry / VISIBLE STONE AND BRICK ,i 00 3 0 2021 / 00' 00. L< APn / co, OUTLINE OF EXIST. MARSH IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER , Cb' N w` 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 / Board u1 1�°! •iE:;c°, 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. F 0 P E M I OWNER VACHRIS SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE �rGOFNF� SHORELINE STABILIZATION *�h -M�����x GOLDSMITH'S BOAT SHOP, INC. .�`® 64150 MAIN ROAD APRIL 12, 2021 ENGINEERING 1• . 30' LOW SILL BULKHEAD AND STONE ARMOR CONTRACTOR SOUTHOLD, NEW YORK DWG. No. o os 370 370 OLD COUNTRY ROAD PROPOSED LAYOUT PLAN NO. DATE REVISION B 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.) w ^ 5 z z o o U J J m m (n U) 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 O00 F= 05 Q o 0 W Q MLW EL (—)1.7f MLW EL (—)1.7± (—)5 EXISTING SECTION X—X 57'± (-)10 (EXISTING EXPOSED LIMITS AT M.L.W.) 50'± 6'± Lu (LIMITS OF EXISTING VISIBLE STONE) w z z PROPOSED VEGETATION 0 N PLANTING TYPE m 50 � m PLANTING AREA > > SPARTINA ALTERNIIFLORA (BTWN. MLW AND MHW) 4,400 SF 0 I_: z APPROX. 4,100 SF AREA TO BE U) c~n ARMORED WITH 150 TO 500 LB. w SPARTINA PATENS Lu STONE RIP—RAP. w (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) SALT TOLERANT VEGETATION J (ABOVE SHW) 11,000 SF SHEL TER ISLAND PROP. 1 TON PROP. VEGETATED 13'f TOTAL PLANTING AREA SPLASH PAD PROP. GRADE EMBANKMENT (TYP.) APPROX. 5,200 SF AREA TO BE BACKFILLED AND PLANTED 16,200 SF SOUND 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 J f :25 - IF BASIN PROP. 3-4 TON _ T.0. TOP STONE (APPROX. LIMITS OF PROP. INTERTIDAL MARSH) CAP STONE EL. 3.9f 1 .75f (SPARTINA ALTERNIFLORA ® 12" O.C.) SHW EL 2.0± a . SHW EL 2.0f MHW EL 1.6f .t. � _ . . V MHWE f L 1.6 Z — : ..,,.. .. ... — w 00 �r - . N TOP SHEETING 00 Y : . ...... . .: . . : - _ EL. 0. 0— > :..,. i EXIST IST. GRAD Q � E W \ z i i i o J i` j. i EL - 1.5 \ \ ( ) Q MLW EL (-)1 .7f � :,�\���.��\.�\ �\\�\��\ - I _ %\\,�\�,; MLW EL ao APPROX. 1 ,800 CY OF PROP. FILTER FABRIC \ CLEAN SAND FILL I � �o 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.) DREDGE (-)5 BACKFILLED WITH APPROX. 240 CY OF DREDGED SPOIL, SUPPLEMENTED WITH z EL. (-)3.5f CLEAN SANDY FILL AS NEEDED, AND ST�NF PLANTED WITH SPARTINA ALTERNIFLORA I -H BgSF AND SPARTINA PATENS (12" O.C.), cO Z APPROX. 4,800 SF AREA TO BE PROP. TIMBER PILING BETWEEN BULKHEAD AND SHW. I w DREDGED TO MAX DEPTH OF 2' (AT 6'DOADO N I w BELOW MLW / EL. (-)3.5 NAVD88. PROP. 497 LF OF ( (APPROX. 240 CY OF SAND/SILT SPOIL TO BE USED TO BACKFILL LOW-SILL VINYL BULKHEAD 11'fLi 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'± r F. . -� PROPOSED SECTION X—X �� �r A P° 2021 ¢ = IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER I 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 DOCUMENTBoars AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, _ u1 � - THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 Hwm"L PErH& MIT OWNER VACHRIS SCALE PROJECT GOLDSMITH'S BOAT SHOP SUBJECT DATE * _ GOLDSMITH'S BOAT SHOP, INC. SHORELINE STABILIZATION APRIL 12, 2021 CONTRACTOR ENGINEERING 3r8. . 1-01w 64150 MAIN ROAD LOW SILL BULKHEAD AND STONE ARMOR G 370 OLD COUNTRY ROAD OUTHOLD, NEW YORK DWG. No. 9��s o�Py�a SECTIONS NO. DATE REVISION Bl/ GARDEN CITY, NEW YORK SCTM 1000-56-7-1 18002-4