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HomeMy WebLinkAbout1000-36.-1-1 OFFICE LOCATION: - �® ,' lj/f << MAILING ADDRESS: Town Hall Annex '-' P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) v Se r "fi, Telephone:631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 8, 2025 Re: LWRP Coastal Consistency Review for SHM GREENPORT LLC, BREWER YACHT YARD @ GPT., INC. SCTM# 1000-36-1-1 ROUX Associates on behalf of SHM GREENPORT LLC, BREWER YACHT YARD @ GPT., INC. requests a Wetland Permit to remove 156 linear feet of existing wooden bulkhead and replace with new vinyl sheeting bulkhead and raised 18" above existing bulkhead height to match adjacent bulkhead; three existing floating finger docks (460sq.ft. total), and seven (7) existing timber pilings to be removed and will not be replaced; install 253sq.ft. (547sq.ft. within Village of Greenport, total 800sq.ft.) of one new 8' wide floating dock; within Town jurisdiction install 200sq.ft. of two (2) 20'x5' new gangways; and to install 14 new timber pilings in new locations to secure the new floating dockage; and silt booms/turbidity curtains to be installed prior to construction. Located: 1410 Manhanset Avenue, Greenport. SCTM# 1000-36-1-1 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 action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. Pursuant to Chapter.268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold MAY 0 5 2025 LWRP CONSISTENCY ASSESSMENT FORM SOUTHOLD TOWN PLANNING BOARD 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 simificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, 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 PROPOSED ACTION SCTM#r see attached 36 PROJECT NAME Safe Harbor Greenport Marinas The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑✓ Nature and extent of action: 460 square feel(SF)of Floating dockage to be removed and 253 SF of floating dockage to be installed to accommodate a larger fangs of boat sizes,and to improve the functionality and aesthetic look of the manna. 156 linear feet(Imear feet)of wooden bulkheads will also be replaced with I%LF of vinyl sheeting bulkheads.Seven timber pilings will be removed and replaced with 14 timber pilings.200 SF of gangways will be installed. Backfill to increase the height of the bulkhead"be taken from waterward recovery of spilled material and elsewhere along the top of bulkhead.No imported materials will be used as bacidill during construction. 1 ' 77 I,. June 5, 2024 C E I V V l Board of Trustees ILI JUIY 1 2024 Town of Southold Town Hall Annex 54375 Route 25 Post Office Box 1179 BMW Southold, New York 11971 Re: Town of Southold Wetland-Coastal Erosion Permit and Moorings Permit Application Resubmission 1410 Manhasset Avenue, Greenport, New York 11944 Dear Trustees: Roux Environmental Engineering and Geology, D.P.C. (Roux) is providing this application for the Town of Southold Wetland Permit on behalf of SHM Greenport, LLC for the bulkhead replacement and dockage modifications for Safe Harbor Marina—Stirling, located at 1410 Manhasset Avenue,Village of Greenport, Town of Southold, Suffolk County, New York, as shown on Figure 1. All project figures are provided in Attachment 1, and project surveys are provided in Attachment 2. Permits and approvals are also being requested from the following agencies: New York State Department of Environmental Conservation (NYSDEC), United States Army Corps. Of Engineers (USACE), New York State Department of State(NYSDOS)and the Village of Greenport for all of the redevelopment work planned at the Safe Harbor Marina - Stirling. This permit application is specific to the redevelopment work occurring in District 1000 Section 36 Block 1 Lot 1 and Section 34 Block 5 Lot 22, only(Project). The proposed project work will primarily occur within the lots owned by SHM Greenport, LLC;and where SHM Greenport has a license from the NYS Office of General Services (OGS) for use of lands under water owned by the State of New York. However,a portion of the work will also occur within lands under water owned by the Town of Southold. The approximate limits of work are shown on Figure 2. A summary of the applicable lots and the corresponding ownership pertaining to the project are provided in Table 1. Table 1. Summary of Property Owner Information within Project Limits District Section Block • Owner Lot Town of Southold 1'000 036.00 01.00 001.000 SHM Greenport, LLC. _8.193 1000. " 034:00; 05.00 022.000 Town of Southold -3.882 The purpose of this proposed project is to perform marina improvements and updates through replacement of bulkheads and docks. The goal of the proposed dock replacement is to rearrange the docks to accommodate a larger range of boat sizes, and to improve the functionality and aesthetic look of the marina. The proposed bulkhead replacement is being completed as part of marina typical operation and maintenance to provide protection of upland resources from erosion and flooding. N The work is proposed to begin in summer 2024 and end in the spring of 2025. 0 0 0 {'o 2o9 Shafter Street ■ Islandia,New York 11749 ■ +1.631.232.2600 ■ www.rouxinc.com California ■ Illinois Is Massachusetts ■ New Jersey Is New York In Texas ■ Virginia r June 5, 2024 Page 2 The proposed Project marina work includes the removal of 460 square feet (SF) of floating dock for installation of 253 SF of new floating dock and 200 SF of gangways. In addition, a total of 156 linear feet of wooden bulkhead will be replaced with new vinyl sheeting bulkhead. The new vinyl sheeting bulkhead will be raised by 18"above the existing bulkhead height to match that of the adjacent bulkhead. There are 7 timber pilings,which are used to secure floating dockage,that will be removed and replaced with 14 new hardwood timber pilings as part of the marina upgrades. Overall,there will be a net loss of 207 SF of floating dockage and a net gain of 7 timber pilings. A summary of the proposed marina improvements for the project are provided below in Table 2. Drawings Item No. Description Unit 1 and 2 Net Loss/Gain 1 Bulkhead Removal LF. 156 see item 4 .2 Floating Dockage Removal SF 460 see item.5. 3 -Timber Piling Removal NO.. 7 see item 7:- 4, Bul,khead.lnstallatiori LF; - 1561- 0 5 Floating Dockage'Installation SF 253: '-207 6 Gangway.lnstallation SF. 200 +200 7 Timber,Piling Installation No.. 14 +7 1 All bulkhead planned for replacement as noted on Drawing 5 will be raised 18"to match adjacent bulkhead construction. General Construction Approach The on-Site crane currently used for boat removal and maintenance will be used to lift floating docks into and out of the water to be loaded for transport, or reinstalled per the proposed design plan. The bulkhead replacement will be completed in-place of the removed bulkhead. Silt booms/turbidity curtains will be installed prior to the initiation of bulkhead demolition work. Excavators or equivalent heavy machinery will be used to remove and replace soil around bulkheads in preparation for bulkhead replacement. During bulkhead installation, a 2-foot buffer zone will be excavated from the bulkhead walls, extending approximately five feet deep, this material will be replaced to the excavation upon construction completion. Backfill to increase the height of the bulkhead will be taken from waterward recovery of spilled material and elsewhere along the top of bulkhead. No imported materials will be used as backfill during construction. A barge-mounted pile driver will be used to remove and install timber pilings. A support barge will be used to install floating dock components. The information provided below for review is unique to only the project area surrounding the aforementioned block and lots with the exception of the Short Environmental Assessment Form(SEAF). As required by the New York State Department of Environmental Conservation (NYSDEC), the SEAF summarizes project information for the overall project planned to be performed at Safe Harbor Marina— Stirling. Permit Application Forms and Supplemental Information Attachment 1: Figures and Drawings • Figure 1: Site Location Map; • Figure 2: Site Plan; and • Drawing 1 through 6: Proposed Marina Improvement Plans, Sections and Details. Attachment 2: Survey ROUX I Infiltration Testing Results 3721.0005Y102/CL June 5, 2024 Page 3 Attachment 3: Permit Application Forms • Board of Trustees Application Form; • Board of Trustees Application Affidavit; • Board of Trustees Application Authorization Form; • Articles of Organization; and • Short Environmental Assessment Form (SEAF). Attachment 4: Photo Documentation of the Existing Conditions • Attachment 4A: Photo Log; and • Attachment 413: Photo Log Points. Should you have any questions regarding this submittal, please contact Kathryn Sommo at 631-630-2390. Sincerely, ROUX ENVIRONMENTAL ENGINEERING AND GEOLOGY, D.P.C. Kathryn Sommo, ISA Arborist, CPESC Technical Director Attachments ROUX I Infiltration Testing Results 3721.0005Y102/CL Location of action: 1410 Manhaset Avenue,Greenport NY 11944 — Site acreage: 12.075 Present land use: Marina Present zoning classification: 570:MARINAS and 448: PIERS WHARVES DOCKS 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: Sean Gilligan(SHM Greenport, LLC) (b) Mailing address: 500 Beach Road,Greenport NY, 11944 (c) Telephone number: 631.477.0828 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes, which state or federal agency? NYSDEC,USACE,&NYSDOS 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. a Yes ❑ No ❑ Not Applicable The current marina serves as a recreational facility and boat storage location for the community.This project will accomodate a larger range of boat sizes, and will improve the functionality and aesthetic look of the marina.Based upon local public feedback the marina has received,there is currently a deficit in available marina space to support larger watercraft and these proposed modifications would reduce the overall dockage present and provide docking spaces for additional vessel types. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNVRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable Over time,bulkheads and floating/fixed docks require maintenance including repairs and replacement. Maintaining the marina facilities ensures functional and safe structures for the patrons,as well as updating the aesthetics of the area. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable The purpose of this proposed project is to perform marina improvements and updates through replacement of bulkheads and docks. The goal of the proposed dock replacement is to rearrange the formation of docks to accommodate a larger range in vessel types,and to improve the aesthetic look of the marina. The proposed bulkhead replacement is being completed for routine maintenance and to provide protection of upland resources from erosion and flooding. Atfach 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 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 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. ❑✓ Ye❑ No❑ Not Applicable The marina is a commerical use property which provides public access to the waterfront and scenic visual access. The marina protects and maintains established waterfront access and recreation facilities for the public. 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. 7 Yes ❑ No ❑ Not Applicable The proposed work promotes the continued operation of the marina to ensure a safe functional environs upon the waterfront for continued operation The footprint of the current dockage is being for the public access. The footprint of the current dockage is being_reconfiguied to accomodate a_lar_aer range in vessel sizes. A need for dock reconfiguration has been communicated to the marina operators 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 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑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 Kathryn Sommo TITLE Technical Director DATE 11/20/2023 g "g gm R,X'\ X ME 0", sS IN g pg� �NN RMI I a w 01 m 01 ,& R k, IRMO X Nk", N%- IR R"WERMIMIN Vll§ 6,1 m d"10 -N M R g, REM 40 41"A X@ M W �4 M laIg-; RNI� �IRR W R i Nm,', "'n-Mmm v \IMI RI\Nl� EM ltmw',onk AE 0- I 0, 1 Ml- W IN khl\ Wl ............. "N �,g W > w Rl "®R "Ell 004b,-1 Al R NO- AN (I'M '\mg -n I M N\ Bill' oll ,sm am ,n', AN \,k al ��ol" L -- COUNTY OF SUFFOLK(D NanCE �K� E R Rul 11-p-tyT-S-k.Ag...y W#j y 0- 36 E AM 0 N ---- 121) -g p ,•" � .:� �} ,.o `)• : t.e�. '. tt: 1. v! t 41 1-4 Q,.r`} .. - .;ry•.t �.' _ _ , She f:*�ri '-,n 9, '� '1 G. - 1 ,sour l S .S 4. '•r 'rl Stirling t�Otit`Rd� tr3- b�pF '? s, ?s G�c�` b'�4> - - - �_•, ' _ �'_® - _ �" ',,1y1�� o•r q - - .. - � .... _ Fri'.. - �l ,y` � } ��.n?' J�.Y;",c r1,t 4t'i J Gt` • _ ,. j .I 1tbbb .>cq._ . _ _ "-•tiab¢on 4ve YlcsY SI > - _ ' ayP a u I.r F§U ; 7 m crem u :7F 7Sc !\q v,S-vtit;)Av 3a ^--� Catl st�rV C��S.1'?Si N..v. 6n,a -LI`i f! sr a!•nay:Cbny).;c)0b 9he mA ' Title: 0 QUADRANGLE LOCATION s SITE LOCATION MAP 0 N N o SAFE HARBOR-STIRLING 1410 MANHASET AVE, 0 New York GREENPORT,NEW YORK 9 Prepared for. S2 SHM GREENPORT,LLC UCompiled by:J.M. Date:05/31/24 FIGURE 3 1,000 0 1,000' , Prepared by.M.S.R. Scale:AS SHOWN w Project Mgr.J.M. Project:3721.0005Y000 1 C7 File:3721.0005Y102.1.mxd F C,r _ .00 60011,�` .r.d.. 4• Al 40 \ 034.00 0 � 4 X" f�5 034.00 05.00 05.00 Of • 006.000,:. R j , 02.001 03.000 04,000 a 12000 05.000 � $� ,v ` '�•� LEGEND LOT BOUNDARY TOWNNILLAGE BOUNDARY �`� 034.00 ... �\\ PROJECT LIMITS 05.00 \\ \\ TOWN OF 022.000It ►_ -- ��, SOUTHOLD 10.002 \ 3 6.00 10.001 f r i' r�` \\\�� 00 4 000 NOTES W A01. Tj 1. H N Y� AERIAL SOURCE-NYS OFFICE OF INFORMATION TECHNOLOGY G Q f \\ 'jo C SERVICES GIS PROGRAM OFFICE(GPO) 14.000 ' , �. :�.,� �( 2.BULKHEAD REPLACEMENT PREVIOUSLY APPROVED UNDER GP-1-22-001 31-000 = REMAINS TO BE COMPLETED 15.000 . 33.000jo , 34000 29 000 p y ter ,`\ , 28.000 38.001 i •. r/� 005.00 \ 04.00 039.006 `\ \ \ , 100 0 100, 4 � \ 7.000 '� N Title. o \ . . r.: ti�\\ SITE PLAN 0 / R ' ow SAFE HARBOR-STIRLING 1410 MANHASET AVE,0 �• vs �``� 01-000 \ .000 GREENPORT,NEWYORK 2.000 `�� \� Prepared for S POR T \ LLC � E OCompiled by.J.M. Date 05/31/24 FIGURE o_ �'.' �� 7 g,`\ • Prepared by M.S.R. Scale AS SHOWN a III / ..�, l • a 02•ooa.\ Project Mgr:J.M. Project.3721.0005Y000 2 -`� /j �\ File 3721.0005Y102.2.mxd Town of Southold Wetland-Coastal Erosion Permit and Moorings Permit Application 1410 Manhasset Avenue, Greenport, New York ATTACHMENT 1 Drawings 3721.0005Y102/CVRS ROUX 8M (E)floating dock ge to be demolished-460 sf \ \ SAFE HARBOR 5' 25' S Q y^ M A R I N A S m 5' 32' , \b ` �� SAFE HARBOR GREENPORT 5' 35'" •ll 500 Beach Rd Greenport,NY z �,a •6� 11944 a� o• „ou 0 z b DRAWING TITLE: a. I Proposed Development go Rik • a�'� � vmn auurwo • .b�`t tr 3 ' 6M, sy qd* SOvi DRAWING INDEX: Rg j9s JNf�GF GR . 1: Demo Plan-E Dock �GN 2: Proposed Plan-E Dock (E)13'x 4'gangway a� d �� 3: Proposed Plan-J Dock 4:Section Details to be removed $ iJm t srr • � o `��d fR 6 S1LCm RfSTA�r f 0 N I 6'-6" Q e o o' SCALE 0 00 6'-6" 6' (E)� floating dockage j 0' 50' • �— ! —�i to be demolished-800 sf 6, / • 6'-6" `� 6'-6" IL EUIxhEAo Wm YUOFM E2.1O'0' ry 124' Notes: 1. As shown in Note 14 of the Surveyor's Notes of the Stirling Harbor s'-s' a s'-s" Marina Survey dated 12/5/2016,the Mean High Water Level(MHW)is 2.24 ft T 7' Via♦ relative to MLLW at NOAA Station No.8510560. 6 36' m SCALED TO 11'X 17" 2. According to NOAA Station No. 8510560 the following datum is relative '� —�— --�-- ♦ 36' ~�—• �—to NAVD88: � m Datum NAVD88 Description 6'-6" 6'-6" DRAWING MHW(ft) 0.67 Mean High Water 7' MHHW(ft) 0.96 Mean Higher High Water 4 103' MLW(ft) -1.4 Mean Low Water 48' MLLW(ft) -1.57 Mean Lower Low Water w 1 3. Proposed demolition/removal of 4,109 SF of dockage&38 timber pilings (E)floating dockage to be demolished-2,849 sf Q3 r \ ���pc m qqq +�•7w. Q N9 •` e n 7w• �a aM♦ SAFE HARBOR LegendM A R I N A S m SAFE HARBOR GREENPORT Q 500 Beach Rd .• Greenport,NY 11944 �y e DRAWING TITLE: Proposed Development r• ' c �'* ` DRAWING INDEX: 8 a 40 Fex6r. V / b�� 3 + �• 1:Demo Plan-E Dock • •�4e , �y V�NG ` $ 2:Proposed Plan-E Dock F SD E 3: Proposed Plan-J Dock +ar n aa•. • ,,s �a'� �0`NN�OF G� 91 ^� 4:Section Details MW b q �• �7• " ate• .EtIG lF71tT � W•jft _ F g+ •' (N)20'x 5'gangway (N)20'x 5'gangway '/ ; °� 1 sryfR a s1L� "srNPAVT SCALE p (N)20'x 4'gangway �.•. I auto RP or 0' 50' (N)floating dockage-800 sf ¢ � � (253 sf-town of Southold) _ J " (547 sf-village of Greenport) 115' . • '�— s1' N 32' • MP Cr BULKWADN 100 a"ao• a 80, m 0' Bow first only- • due to water depth • SCALED TO 11"X 17" • 61' 88' ' 6(F 27 93' � • — m � � DRAWING • I• 7' y • 8' (N)floating dockage-2,232 sf W (N)floating dockage-1,182 sf ° SAFE HARBOR M A R I N A Privet hedge removal ,p (line of shrubs) q y y� \\ ¢�0 � �Q SAFE HARBOR GREENPORT ✓[`)"� � `? •'� � 1 ¢¢ter (N) bulkhead to be installed 240' in total. 500 Beach Rd 156' of bulkhead in Town of Southold. Greenport,NY Turbidity curtain � \ \ Bulkhead height to be raised 18". ' 11944 DRAWING TITLE: Proposed Development �p ' ,. Tree removal(Eastern Red Cedar,4 stems,approx 6"DBH each Tree removal(Eastern Red Cedar,2 stems,approx 7"and 11"DBH Tree removal(Eastern red cedar,6 stems,approx 4"DBH each) Tree removal Eastern red cedar,8"DBH +, t DRAWING INDEX: 1:Demo Plan-E Dock Approximate location ti Tree removal(Eastern red cedar,8"DBH) 2:Proposed Plan-E Dock of soil stockpile area s � p 3:Proposed Plan-J Dock 4:Section Details ',�i�i• Tree removal(Eastern Red Cedar,8"DBH) \• 8_4' R. Tree removal(Comus spp,8"DBH) SCALE Tree removal(Eastern red cedar,2 stems,6"DBH each 0' 40' 0 �° ` \ Tree removal(Black pine,13")��q �• o� Tree removal(Eastern red cedar,6'DBH) 7 4�V`a• / 4�QQ`7 UQ�4 q Off• (N) bulkhead to be installed 240' in total. 84' of bulkhead in Village of Greenport. 4� �� 0, % 03 c�`� Bulkhead height to be raised 18". NQcg Q , SCALED TO 11"X 17" �A4 gXf.�o�� V � '--t, a�04• DRAWING Notes: � �� 1. As shown in Note 14 of the Surveyor's Notes of the Stirling Harbor 4�g�� @�y� Y g Marina Survey dated 12/5/2016,the Mean High Water Level(MHW)is 2.24 ft relative to NAVD 88 at NOAA Station No. 8510560.The MHW has been normalized to elevation 0.0 for the purposes of the sections. '64�a��`r 2. According to NOAA Station No.8510560 the Mean Low Water(MLW) �?4°r is 0.17 ft relative to NAVD 88ZA t�� � r 0 SAFE HARBOR M A N I N A E SAFE HARBOR WALKWAY WIDTH VARIES GREENPORT (SEE PLAN) GRAVEL AREA ASPHALT PAVEMENT GRAVEL AREA ASPHALT PAVEMENT Aff Gu (WIDTH VARIES (WIDTH VARIES 3'x12"CCA PROP. IRE HARD (WIDTH VARIES (WIDTH VARIES 500 Beach Rd CAP - SEE PLAN) - SEE PLAN) CAP WOOD DECKING - SEE PLAN) - SEE PLAN) Greenport,NY ELEV.=+2.7' ELEV.=+4.4' 11944 ]2,9'— MVAJE AND MVATE RV RE GlY AS fkt RE U5EAS fIEL DRAWING TITLE: MEAN HIGH WATER ■ ' -MEAN HIGH WATER R • Pro osed Develo ment ELEV.- 0.67' f D!A x P8 fD(A9b P PTE_ROO ELEV.= 0.67'JC7" bxff"� 70"i71A.x �� bx6"CCACu Wff&717WAt DEMMrW PD'CCA aE MADMAN MEAN LOW WATER MEAN LOW WATER ELEV.=-1.4' 81DlA x 8' ELEV.= -1.4' 8°AtA. x 8' fi x8" BACWINC P1!€ b"x8" 0 &ACX'Ih'D Pl1E WR4L& WVLFj? PROP. 12"0 X 20' DEEP 8' PROP. IPE HARD WOOD DECKING CCA PILE (TYP. OF 2) ON CCA TREATED WOOD DRAWING INDEX: FRAMING JB'SG425 101 16'56425 KXrL PROP. CHAIN PILE PROP. DOCK/ 1:Demo Plan-E Dock 5flfrAT!fING SHfA7P!!NG GUIDE (TYP_) CORNER BUMPERS (TYP.) 2:Proposed Plan-E Dock EXISTING BOTTOM EXISTING BOTTOM --- (EL 3:ELEV.=-7.3' ELEV.-5_6' - - --- -- -- MLYJ ' Proposed Plan-J Dock� 4:Section Details PROP. HEAVY DUTY SUFFLOAT SYSTEM ELEV.=-17.3' ELEV.=-15.6' --- -- ---�-------- EXIST. BOTTOM (EL -7.5') SECTION C-C SCALE SECTION A-A SECTION B-B NITS 1/64"= 1' NTS NTS SCALED TO 11"X 17" DRAWING 4 EXTIZA FLJMTATK]N TO CCNVIDCSATE FOR WEICHT tF EFL COMM07W f>ETSG10 WUIDNnLD 1LOATA1WN 60311M) WU51UIIE ElVaYA=Y FLOAT ri FTtEEJ0W1@ TFTdso O O 9 O 9SF IT 0E731H SKIRT LTEFt f i SKI 0 VARIES M Buusr � D Oral BN.L ST "W I40TE: SECTION A—A' OWIRAMR SFNLL SELECT MID SIZE TUPZIDRY CIN1 .`5 U63ED CN CCNpTIWM L4 an£R. TYPICAL TURBIDITY CURTAIN DETAIL 1 VcaL E N07 TO SCA C 0 x TNe: o CONSTRUCTION NOTES FOR TURBIDITY CURTAIN 0 1.THE TURBIDITY CURTAIN SHOULD BE LOCATED AS SHOWN ON DETAIL c SITE PLAN AND FIRMLYANCHORED IN PLACE N 2.THE ALIGNMENT SHOULD BE SET AS CLOASE TO THE WORK AREAAS POSSIBLE BUT NOT SO CLOSE AS TO BE DISTURBED o BY APPLICABLE CONSTRUCTION EQUIPMENT. SAFE HARBOR-STIRLING 1410 MANHASET AVE, 3.THE HEIGHT OF THE CURTAIN SHOULD BE 20 PERCENT GREATER GREENPORT,NEW YORK THAN THE DEPTH OF THE WATER TO ALLOW FOR WATER LEVEL FLUCUATIONS. 9 4.THE AREA OF PROPOSED INSTALLATION OF THE CURTAIN SHOULD Prepared far. BE INSPECTED FOR OBSTACLES AND IMPEDIMENTS THAT COULD DAMAGE THE CURTAIN OR IMPAIR ITS SHM GREENPORT,LLC EFFECTIVENESS TO RETAIN SEDIMENT. w Compiled by:J.M. Date:11/10/23 Drawing Prepared by.M.S.R. Scale:AS SHOWN y Project Mgr.J.M. Project 3721.0005Y000 5 File:3721.0005Y101.7.mxd (4) BOARD UTIL'FY PANEL MADE MEECO WITH 2"x4" RUNNIERS UNDER PLANKS PILE GUIDE °PTIONS IS LLIVAN FASTENED -0 FRAMING USING 10x2 2' VARIOUS DECK OPTIONS AVAILABLE c D (SEE DETAIL BELO'aV) V!M'L COCK FENDER WHEN ASSEMBLED DISTANCE _.. STAINLESS STEEL SQUARE _RIVE SCREWS -I , FASTENED WITH (2) �11Cx2 1/2' OR �' - I A— BETNEEI. ROLLERS IS 15" a 1 SCREWS c c BRACE / STEEL CROSS BRACE THE MARINA COMPANY 5"x.5"x1/4";c!�" ANGLE STAINLESS STEEL t,REW.. AT 2"xG" DIAGONAL CROS FASTENED WITH EACH BEAM LOCATION AS SHOWN. LOCAIED EVERY 8'-10' O.C. "x4" 3x-" ULTRA HwH 1/2" BOLTING /8 GAPS BE WEEN DECIvk PLANKS 2 x6" PERPENDICULAR / (SEE DETAIL BELOW) MO ECLLAR NEIGH- P.O. BOX 639, 3 CHANCELLOR LANE r 'CROSS BRACE / I 3/8"x< xS•• F, AI` A-_�: � POLYE LtN_ ROLLER WARWICK. N.Y. 10990 1 I - -AIR W1'H' /i'3 0 \ PHONE: (845) 986-7377 HOLE FCR AXLE � FAX: (845) 986-8531 1 1 T l`PICA._ OON-OCN E-MAIL: DOCKS®SULLFLOAT.COM LOC.AI!ON A—F WEBSITE: WWW.SULLFLOAT.COM "x3;'4"� I-IDG -' PROJECT: S-EE_ AXLE —Tn2 Ell 1/2" BOLTING TYPICAL I 9 I C —.::. FEiR SIDE cc^JBOC S I - WITH LOCK WASHER "x rA// l -nl-F, DOUBLE 28'.x8' S L C= B_UC:S AND NJ �/ 1 - PLAN VIEW L \ ILL DRAWING TITLE: 2"xB" INNER FRAM LNG \ `''x 3"x''%4",.4' .ANGLE III TIES CENTER BEAR TO TYPICAL 1 � - ,.;.ROCS QL�ING 1 4 � \ / o 0 0 2`x G' OUTER -RAVING \ E W,- / 11 ?- � � o C4%5.4 CHANNEL =RAMS ;,;2'.x2 1/2"x 4"x2 1/2" ANGLE c-r OS BRACES _ 5/8" HE/ THROUGH BOLTS USED � 3 MAIN WALKWAY L ES CENTER BAN TO CROSS BRA - _EL CROSS % AT A`- CONN=G-ON °0"\TS - FOR - J '8"x% PLA-E L WITH 1/2"R EAV TO CRO C` 3/- H�LE R 5/s" BO_ ,NG SECTION & DETAILS I L R�DL ER R=VOVABLE pIL-E SIDE GENERAL NOTES: FINGER & GUSSET CONNECTION AREA MATERIAL SO7-C IFICA-0'\I� 1.ALL STEEL&HARDWARE TO SE HOT DIPPED GA_VANIZED TO ASTM A123.P A ` i T\,PI.-AL IN WALK7,( V S-'E^ 1 2.VARIOUS DECKING C-IONS AVA',A9_E. "j 4"x2 '/2"x2 1/2%5" H.D.G ANGLE 3 ALL OUTER FRAMING LUMBER TU BE GRADE gt SOUTHERN YELLOW PINE,SJS TREATED 0.50 b P.C.F. z 8 x-1 1/2" HEX BOLTS RETENTION. DCA PRESERVATIVE. DO,,B-E 2 x8 x8 SF'_'ICE BLOCK RECESSED INTO G-EAT 4 ALL INNER FRAMING LUMBER t0 BE(ii14DE 112:7R !RON C_EA' i ;ET R SOUTHERN YELLOW'PINE.S4S TREATED TO.600 VAR!CJS SIZE — OFTGN.'1L SOCK Bi)Iv ER FASTFNEU {RCN CI EAT °.Cf. RETENTION, CCA PRESERVATVE. VARIOUS DECKING (6) SETS OF 1/2" BOLTS AVAILABLE EVERY 6 WITH 1' S AII!LESS I / 5. FLOTATION 70 BE EXPANDED POLE SlIENE ENCASED W OMINA'_ 'SC W4'_L"OLYETriY_Eh'E Sr{EL'. uSACOE OPTIONS AVAILABLE AT EACH SEAM AR`A STEEL SIA°LES OR STAINLESS - =EC„,ING APPROVEC. REssiANr io FROZEN ICE.uLTRAwo-E ucHi _ 4 &EXPOSURE TO PETROLEUM oRODLC-S. 1 A F' APA.RT —�i I CTLLL SCREWS 'OPTIONAL) % 6 ALL BOLTS, NUTS P.ND CORONERS SHALL BE DIPPED(:ALVANIZEC ACCORL:IVG i0 ASiM Al 5J S3& • /� 'iF$ x5 ;'2 iABRICATLD AC;:ORJiNG TO AS7M 307. D_L ^ CARRIAGE BOLTS Q x8 x 6" POIJ`OON x8'x16" POivTOON xF'x 6" =GN'CON x8'x16" PONTOON 4'x8 x 6' PCN-OCN 4'x8'r.16" PONTOON 2„x,0" _ _ VARIC'JS QE.A- S,7ES AVA'LAB E \ �i i �, I �' T 1 FASTENED USING HEX -, ROUGH 80�'S — D` E_EVATl(. \ : I A VAIN ,n7J,AL-,<W.� S-_C ! ON c2) x�. V.AR Ls CLEAT coWNECTIoN DETAIL OPTIONAL COCK 3.,VP7R r- 2"x6" PERPENDICULAR O NO. REVISION BY DATE CROSS BRACE IRON C-FAT "x10" OU-ER FRAMING 2"x8" CENTER BEAMS VARIOUS SIZES - B c n r AVAILABLE �FTIONti CINt CAR CLEAT F t A,L 2%8" INNER FRAMING r J r VARIOUS DECKIN OR RECCE_SED DECK OPTIONS AVAILABLE STEEL CROSS BRACE _r 31`8..x;..x27,r PLA-E 4" I,TILITY RACEWAY � 7" UTIL!T" RACEWAY 4" UTILITY RACEWAY � VARIES FP,EEBOARD F 16 �- 2' 0 WOOD PILE + I„ 20" 1 T— TOP VIEW' POLYET-YLENE ROLLEF, 18 MOUNTED TO 1/4"x3"X^_.5" y• _ 5/18 0 HC'ES" FOR FATE BOLTING — y L o 0 o PILE OR THE SCHEDULE 0" ROD I -. }- LE - .- LE 40 SCALE: N.T.S. SHEET # PIPE H.D.G. Af7 TER FABRICATION L 1/2"x4" HEX LAG BOLTS /2"xs 1%2" HEX THROUGH BOLTS G DATE: O r_ x� .<?;• 16" ANC E �00 DRAWN BY. NLW.S (SEE PONTOON DETAIL FOR =AST=NING POINTS) ✓ -HOOP MOUNT - 1-1/2"0 SCHEDULE 80 Drawing o APPROVED BY: I� C q p /1 \ ! 1 \ SIDE VIEW / -1 PIPE WELDED TO 3/8' PLATE. HOT DIPPED SEC I IIJN UIL`�� T� P L,1L VIf\�IV V��,��'\�nV' \Y `EC lJ V END VIEW � � END VIEW GALVANIZED .AFTER FABRICATION PROJECT: 2" HOOP & ROLLER PILE GU CE STEEL CROSS BRACE I P.O.B.-Survey Legal N F ZONE X (SHADED) ) ST. AGNEE�ETERY ZONE X // LM12L PG 380 a D ENCROACHMENT STATEMENT 1" Square Iron Bar TAX MAP# 1000043000300001000 (Basis of Bearings) 11, Q TAX MAP# 1001003000100002000 6,' QSplit Rail Fence extends into the right of way of Manhanset Avenue by 2.0'±. in Concrete Found S 21 a18'10"W 800'+ 1'Pipe Fd. NORTH Split Rail Fence on line Split Rail Fence lies n subject property and adjoining property as shown hereon. S 60a56'50��E 35.90' ou_ 768.80 Msd. Ownership unknown. `n ou ou ou ou ou ou ou ou Ou ou ou 31'± e j Q Boat Slips/docks appear to extend into Sterling Basin without the benefit of any known �Q easement. - yz � _--- --- __ ---' Gravel -- ---'- / / Split Rail Fence X / BASIS OF BEARINGS 2'0' ---X • ' X / The basis for all bearings shown hereon is the easterly line of Manhasset Avenue, known as being S 01 `Pump 41'00'50" E, per L 12365 PG 619 of Suffolk County Records. / / Well X X 0 ,503°, PARKING o / At the time of this survey, there were no Li striped parking spaces on the subject ,o11 / property. / There are 185 boat slip/dock space as b� / VICINITY MAP provided by the marina general manager on y"�' •• December 30, 2016. NOT TO SCALE .4,�' Vested In BREWER YACHT YARD AT GREENPORT, INC.LIBE TITLE COMMITMENT LEGAL DESCRIPTION o�� o Gravel TAX MAP#10000 60 0100001000 •• / & 100103000100001000 PARCELS A AND E: �r;6 �Q Land Area ZONE AE 6' 0 440,836± Sq. Feet Water / urn ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING NEAR THE VILLAGE OF GREENPORT, IN ` 10.120± Acres 30.7', \ THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS- O / .� N BEGINNING AT A POINT ON THE WESTERLY LINE OF MANHANSET AVENUE, 260.20 FEET SOUTHERLY ALONG SAID WESTERLY py }/ 1 Story Frame Building ZONE AE (6') LINE FROM THE SOUTHERLY LINE OF CHAMPLIN PLACE, SAID POINT OF BEGINNING BEING THE POINT WHERE SAID WESTERLY o0 Y 9 LINE IS INTERSECTED BY ORDINARY HIGH WATER MARK OF STERLING BASIN; FROM SAID POINT OF BEGINNING RUNNING / 380 Sq. Feet ALONG SAID WESTERLY LINE OF MANHANSET AVENUE, THREE COURSES, AS FOLLOWS: CO ZONE X (SHADED) HT: 15' .� • • - 1 SOUTH 34'57' 20' ST 283.0 FEET TO MONUMENT, / / 1 Story Frame Bid ' 'tip•.' • • 6 EA A M ENT; THENCE a�/ 556 Sq. Fee 2) SOUTH 41'00' 50" EAST 453.40 FEET TO A MONUMENT; THENCE '� '196' HT: 21' :�9¢, %•'• ,o°� 3) SOUTH 60' 56' 50' EAST 35.90 FEET, / 1 �o o� > Qa Qj / `\ ' ' / oc fee ZONE AE (6) / THENCE ALONG LAND OF THE ST. AGNES CEMETERY, SOUTH 21' 18' 10" WEST 800 FEET, MORE OR LESS, TO SAID ORDINARY HIGH WATER MARK OF STERLING BASIN; �� > Site Sign /' ' ?�� -J 4 23.0 THENCE NORTHWESTERLY AND THEN NORTHERLY ALONG SAID HIGH WATER MARK OF STERLING BASIN ABOUT 1450 FEET TO A► Qo I 1 Story Frame Bldg. '•' / �` �o, �` ro / 895 Sq. Feet THE POINT OF BEGINNING. � ,• '.' qj hQ �, 1 Story Frame Building / / HT: 21' EXCEPTING AND EXCLUDING, HOWEVER FROM THE ABOVE DESCRIBED PREMISES THE PREMISES NORTH OF BULKHEAD OF (� Q STIRLING HARBOR SHIPYARD, INC. AND ADJACENT TO MANHANSET AVENUE, BEING THE PREMISES HERETOFORE CONVEYED 4Z 779 Sq. Feet k TO ROBERT H. PRESTON BY DEED DATED 4/28/1966 AND RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON y HT. 13' 5/2/1966 IN LIBER 5949 OF DEEDS AT PACE 219. _ . . _- ' o.'. s: . NORTH The land described in this map of survey is the same property as that described in First American Title Insurance 24.a, ' .� / Company Commitment No. 819873-18 with an effective date of October 5, 2016 �" -- ZONE x � SCALE: 1 " 40' s1e� / MH MH NOTES CORRESPONDING TO SCHEDULE B Gravel 0 20 40 80 The commitment for title insurance issued by First American Title Insurance Company Commitment No. 819873-18 with �- an effective date of October 5, 2016 contains the following exceptions which are survey matters: There are no exceptions related to the subject property contained within the above referenced title commitment } :.7p ,(o(jrQ / 1 Story frame Building / \�� ;•aa' '¢• �0 Gravel 1,247 Sq. Feet � HT: 16' SURVEY LEGAL DESCRIPTION Q,_ ZONE X :N All of that piece or parcel of land situated in the Village of Greenport, Town of Southold, County of Suffolk and State of New York 2.•�. \ ;t: / being more particularly described as follows "� ;;;• -���;. / C Beginning at a 1"square iron bar in concrete found n the southerly line 8).' ' 1ss•', y`:• / 10.2' Wnod Wall '0_ \ g g q o y lm of Manhanset Avenue at the northwest comer of land now „• ,i - or formerly conveyed to St. Agnes Cemetery, / �' Grass / Thence, along the west line of St. Agnes cemetery and the west line of land now or formerly conveyed to Mark Lupardi as recorded ,� 0 in uber 1267Z Page 380 of Suffolk County Record, South 2118'10"West, passing over a 1'iron pipe found at a distance of 768.80 r ¢ Gravel �'- °c/ •�� feet, a total distance of 800.00 feet, more or less, to the Mean High Water Line of Sterling Basin; Q� >>' / Deck, I Thence, along the Mean High Water Line of Sterling Basin, 1379.86 feet to the southeast comer of land now or formerly conveyed o / a Bulkhead Q a ��►qj to Robert Schroeder as recorded in Liber 12516, Page 497 of Suffolk County Records, the previous course referenced by a tie line ov measuring North 0T44'04"West, 1196.80 feet; a ��;,� ' o / I Pool Area SURVEYOR'S NOTES Thence, along the east line of Robert Schroeder land, North 23'3542"East, 56.23 feet to a concrete monument found on the �0 southerly line of Manhanset Avenue; 10.5' �� There is direct access to the subject property via Monhanset Avenue, a public right of way. 0 Thence, along the southerly line of Manhanset Avenue, the following three (3) courses and distances: � ' ' ' ',• /166.21 feet to a 5/8"capped rebar set;1)South 37'06'25"East Jac 2. The address of the site is 100 do 1410 Manhanset Avenue. t, /2)Thence, South 411)0'50"East, 453.40 feet to a 5/8"capped rebar set; / I x QJ 3. Any underground utilities shown hereon have been located from field survey information and existing drawings. The surveyor makes no 3)Thence, South 60'56'50"East, 35.90 feet to the Point of Beginning and containing 10.120 acres (440,836 square feet) of land, %� / 8�8. guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor more or less. �� / S•'. t o further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are �c Stogy Q / located as accurately as possible from the information available. This surveyor has not physically located the underground utilities. ae Bu ZONE AE (6') 9,04g X 4. There was no evidence of recent emrth moving work, building construction, or building additions observed in the process of conducting / F�Srhild/n Gravel ry� HT 9 Fit g / ' } 30 �-7 the fieldwork. SURVEY LEGEND '�� Water / 00� 5. At the time of this survey there was no information made available to the surveyor regarding proposed changes in street tt,, v_ .�� right-of-way lines. There was no evidence of recent street or sidewalk construction or repairs observed in the process of conducting �l / I �,��•� 0°C� the fieldwork. RAW - Right-of-Way 6. There were no wetland delineation markers observed in the process of conducting the fieldwork. 0 OHO '•' • • / ° C 7. All field measurements matched record dimensions within the recision requirements o 0 C L - Centerline } 6�S':'�.'.'. • • �� p f ALTA SPS specifications unless otherwise / 1 e� shown. sP rwise P.O.B. - Point of Beginning 8. Only title surveys bearing the makers electronic red seal should be relied upon since other than electronic red seal copies may oa o ZONE X ?>>�'•'•' � � P.O.C. - Point of Commencement �o'ti �1� contain unauthorized and undetectable modifications, deletions, additions and changes. • - Monumentation Found (as noted) r�� 9. Reproduction or copying of this document may be a violation of copyright law unless permission of the author and/or copyright ■ - Concrete Monument Found ^tio N 23°35'42"E/ / Gravel holder is obtained. o - Rebar Set 56,23' Mag A - Mag \ 10. A copy of this document without a proper application of the surveyors electronic red seal should be assumed to be an unauthorized Nail Set � ' co ' PY /� Parcels A & E 11. Unauthorized alteration or addition to a survey mop bearing a licensed land surveyor's seal is a violation of Section 7209, - Encroachment Concrete ec� y P 9 Excepting & Excluding Mon. Fd. I Sub-division 2 of the New York State Education Law. J O - Schedule B-Section II Item 12. Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of' ' '-" � -- -- � . . CaIC. - Calculated N/F Practice for Land Surveys adopted by the New Yak State Association of Professional Land Surveyors, Inc. Msd. - Measured ROBERT SCHROEDER LC.\ L 12516 PG 497 13. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, to the governmental Rec. - Record TAX MAP# 1000034000500021000 agency and to the lending institution listed on the boundary survey map. Del - Water Valve ZONING DATA 14. Per the National Oceanographic and Atmospheric Agency(NOAA) website, the mean high water level is 0.683 meters (2.24 A - Hydrant Zoning Jurisdiction: Town of Southold and Village of Greenport, Connecticut feet) at Station No. 8510560. Sterling Basin 15. All parcels of land surveyed and shown hereon and described in the provided title commitment are contiguous and contain no gaps paw Zoning Classification: g 0 - Catch Basin (Square) �o / Town of Southold: MII, (Marine II District) ZONE AE (6') or gores, - Air Conditioning Unit tiro` �� Village of Greenport: W-C (Waterfront Commercial District) & R-1 (One Family Residence District) FLOOD NOTE ® - Transformer v2�s Building Setback Requirements B scaled ma location and graphic plotting only, the subject property appears to lie partially in Zone AE r Front: MII 35 feet; W-C 6 feet y P 9 P P 9 y J P P Y PP P Y o' ( ) ( ) (Areas of Special Flood Hazard Area; Base flood elevations determined.), Zone X (Areas determined to be - - Power Pole / P,O.B.-Parcels A & E Side: (MII) 25 feet; (W-C) None required but 5 feet minimum if provided. Side yard setback for lots outside the 0.2%annual chance floodplain.) and Zone X-Shaded (Areas of 0.2% annual chance flood; areas of 1% within 25 feet of a residence district boundary is 10 feet annual chance flood with avers a de the of less than 1 foot or with drainage areas less than 1 square mile; and Drawn By: BAB Checked By: TRD SURVEYOR: PREPARED FOR. WORK COORDINATED BY: - Power Pole w/ Light Rear: (MII) 25 feet; (W-C) 10 feet for lots within 25 feet of a residence district boundary. 9 P g q areas protected by levees from 1% annual chance flood.) according to the Flood Insurance Rate Map, - Light Pole Community Panel No. 36103CO176H, Effective Date September 25, 2009. DATE: 1 2.5.1 6 Maximum Building Height: (MII) 35 feet/2 stories; (W-C) 35 feet/2 stories -� - Guy Wire Minimum Lot Area: (MII) 80,000 square feet; (W-C) None SURVEYOR CERTIFICATE REVISIONS SAFE HARBOR v - Sign / P.O.R.-Parcels A&E Minimum Lot Width: (MII) 150 feet; (W-C) 25 feet O - Bollard Intersection of westerly line of Manhanset Avenue Minimum Lot Depth: (Mil) 150 feet; (W-C) 25 feet To: Brewer Yacht Yard at Greenport of New York LLC a New York limited liability company, its successors N0. DATE DESCRIPTION MARINAS? LLC with the southerly line of Champlin Place Maximum Lot Coverage: (MII) 3074 (W-C) 40% P Y P y� LMS SURVEYING LTD ®w - Monitoring Well Ch and assigns; Safe Harbor Marinas, LLC, its successors and assigns, Citizens Bank, N.A., as administrative 1 .6.17 QC COMMENTS P.O.Box65SharonCenter,OH44274 14785 Preston Road #975 o�p/�n p/oc Parking Requirementsra space per boat slip, mooring, dock space or similar unit of capacity plus 1 space per Title Insurance teral Company together with its successors and assigns in such capacity and First American Phone:330-329-6812/Fax:330-239-1529 COX LEV I N - Flagpole `�P ( ) P P P 9 P P Y P P P gp /y employee 02 1 .13.17 QC COMMENTS Dallas, TX 75254 (W-C): Land within the WC District which is improved as of January 1, 1991, shall be entirely exempt from This is to certify that this map or plat and the survey on which it is based were made in accordarce with National LbandsurveyConmultants the 2016 Minimum Standard Detail Requirements for ALTA NSPS Land Title Surveys, Intl established and 1264 Main Street•Waltham,MA 02451 - Handicapped Space off-street parking requirements and from payments in lieu thereof. q / Ys� jointly 1 .19.17 QC COMMENTS adopted by ALTA and NSPS, and includes items 1,2,3,4,6(a),6(b), 7(a),7(b)(1),7(c),8,9,10(a),13,16,17,'8, and 781-353-2437(phone/fax) •www.coxfevin.com -ou- - Overhead Utility Line Zoning information is in accordance with a Zoning Report by Zoning Inc., Job No. Brewers Marinas Portfolio 20 of Table A thereof. The field work was completed on December 5, 2016. 4 Z 16.11.007:22, dated January 12, 2017. OF N Date of Plat or Map: December 11 2016 tom' %� - Q PROJECT N U M B E R -X- - Fence g�. SURVEYOR DRAWING NUMBER SITE NAME No representation is made as to the accuracy or completeness of said third party information. � � Compliance is beyond the scope of this survey. Any user of said information is urged to contact the -a - Concrete Area local agency directly. l� © B- 1 6 O 8 4 3 6 6 S T I R L I N G HARBOR MARINA d M - No Parkin Area Roym - . awber g Due to the need for interpretation of the applicable zoning code, building setback lines have not been PLS 4 350 r- ?' SHEET TITLE SITE ADDRESS SHEET NUMBER lotted or shown hereon. # -- <N 9 P In thWState of New York �} f - Building Area 1 00 & 141 O MANHANSET AVENUE • - - Mean High Water Line For the benefit and use of `��� 201 6 ALTA/NSPS LAND TITLE SURVEY I c g LMS Surveying, LTD ,, ,�`, GREEN PORTS NY 1 1 944 1 J-71 fr 1 "a�...� ,.- - - „ r... - - „y 7 a. 4