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HomeMy WebLinkAbout1000-27.-4-3.1 % OFFICE LOCATION: ®V10 a �l' A AILIING ADDRESS: Town Hall Annex - P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn . 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: April 11, 2024 Re: LWRP Coastal Consistency Review for JEANNE M. MARKEL&JOHN C. WEDGE SCTM# 1000-27-4-3.1 En-Consultants on behalf of JEANNE M. MARKEL &JOHN C. WEDGE request a Wetland Permit and a Coastal Erosion Permit to reinforce and enhance±250 linear feet of existing armor stone with new±1ft to 3.5' diameter stone (approx. 403 tons of new stone, finished stone <2.5 tons/linear foot, top elevation = 6.5' NAVD, seaward toe of finished stone to be located at, or landward of existing seaward toe); install±16 linear foot long westerly armor stone return; and restore, as needed existing ±20-ft. wide vegetated non- turf buffer along the landward side of the stone armor with Cape American beach grass (18" on-center). Located: 100 Harbor Road, Orient. SCTM# 1000-27-4-3.1 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 INCONSISTENT with Policy 9 Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold of the LWRP. A. Provide free and substantially unobstructed passage along public trust shorelands. C. Where public access is substantially impeded, provide passage around interferences on public trust lands through adjacent upland easements or provide other mitigation. 1. The continuation of adding hardened structure along the foreshore decreases the ability of the public to access it. 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS `4 l, 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 significant 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 [M7ER �����SCTM# 27 - 4 3.1 R 09 2025 SOUTHOLD TOWN PROJECT NAME Jeanne M.Markel and John C.Wedge PLANNING BOARD The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of TrusteesVIA 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: Reinforce and enhance+/-250 If of existing armor stone with new+/- 1 ft to 3.5'diameter stone(approx.403 tons of new stone, finished stone<2.5 tons/If,top EL=6.5NAVD,seaward toe of finished stone to be located at,or landward of,existing seaward toe); install+/- 161f westerly armor stone return;and restore,as needed,existing+/-20-ft wide vegetated non-turf buffer landward of armor stone with Cape American beach grass(18"O.C.),all as depicted on plans prepared by RACE Coastal Engineering,dated December 20, 2024. t Location of action: 100 Harbor Road,Orient • Site acreage: 1.17 acres Present land use: Residential, single family dwelling. Present zoning classification: R-40 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: Jeanne M. Markel and John C.Wedge (b) Mailing address: PO sox 423 Orient,NY 11957 (c) Telephone number: Area Code 914- 232-7506 (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, 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. Yes1:1 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 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 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 a ' LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JEANNE M. MARKEL & JOHN C. WEDGE 100 HARBOR ROAD ORIENT,NY SCTM#1000-27-4-3.1 POLICIES 4 & 6 The subject property and its shoreline along Orient Harbor have been protected from flooding and erosion by a combination of shore-parallel armor stone and/or shore-perpendicular stone groins since prior to 1977. During the past several years,however, the beach has narrowed and dropped in elevation;the naturally occurring gravel/shell beach sediment that covered much of the stone for many years has been disappearing; the upland at the west end of the property is eroding and receding landward with the adjacent unprotected shoreline to the west; and the increasingly exposed armor stone has been undermined during more frequent and severe storms, resulting in the seaward edge of the stone being pulled farther seaward onto the beach. Thus, for the purpose of restoring and maintaining the property's historically established means of erosion and flood protection, and stemming further upland erosion at the west end of the property,the applicant proposes to reinforce and enhance the existing armor stone by reconfiguring the existing stone, adding new larger stone, and installing a westerly return, all as depicted on the engineering plan prepared by RACE Coastal Engineering, dated December 20, 2024. Proposing to maintain and enhance the existing armor stone versus proposing a vertically faced bulkhead structure, for example, is consistent with New York State's recently adopted legislation encouraging use of more nature based solutions for stabilization of tidal shorelines;the construction and operation standards set forth for shoreline structures in Section 275-11(B)of the Southold Town Wetlands Code; Section 111- 15 of the Town's Coastal Erosion Hazard Area Code; and the objectives of Policy 4 of the Town's Local Waterfront Revitalization Program. Specifically,the finished structure will maintain a sloped face and will encroach no further seaward onto the beach than the existing structure to ensure that while it effectively stabilizes the natural protective feature, it does not cause a measurable increase in erosion at the site or adjacent properties. In fact,portions of the existing armor stone will be pulled landward of its current location on the beach. Given the significant fetch of Orient Harbor and the high storm energy potential associated with the property's location in the Coastal Erosion Hazard Area, which have already begun to alter the long term stability of the property's shoreline,the efficacy of the existing armor stone must be increased in some manner, and there are no vegetative or other non-structural solutions that could enhance or replace the stone and sufficiently protect the site from continued and increasingly severe erosion. Rather,the site cannot be protected over the long term without enhanced structural stabilization, and maintaining and enhancing the existing armor stone is the only design consistent with the above regulatory standards that can reasonably be expected to effectively achieve that goal. However, vegetative enhancement also remains part of the long-term protection plan, as the existing, approximately 20-foot wide buffer situated landward of the armor stone,which is currently vegetated with Cape American beach grass,will be restored as needed and permanently maintained. --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. N Yes ❑ No❑ Not Applicable As the finished armor stone will remain situated entirely landward of mean high water, at or landward of its existing seaward toe,the project will not impede access along the beach or otherwise interfere with the recreational use of the adjacent public lands or coastal waters. 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 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 TITLE Coastal Management specialist DA Manuary 28,2025 Robert E. e n Amended on 811105 v z lid, 31A aA,yc7 22 ax �p6 sN) ti � `• 4, /,Ara. N PD 'y xa tg iffiS:? f� D 25 ta]A .mcl i�yc1 c Yam' �., ,� �)�+c1.• � �� ���� � -Y.,_, `"�!� s+� k 3A \ `� a 1 1 .�,t,e• �sA r.iA 11 1 as ti A. t(.' A cl ♦ � .gyp _ < d �A A 3 3 x b wr�OOF H1t � � 'r��♦ w O � 2 a d� c °aA ,„ �. ix,aat�'✓yam.A�'''}°" ? .. ` r 27A WATEOFNE l— Ll- i kATG, FF sec n�C 1� ,aEEBEG NO DJx -.� URtENr y1!`BOR D 49 Pb✓S'S, 'T"n;.,.`:`, Pr COUNTY OF SUFFOLK© ratite E waw tDa R sF.crwn NO - al . y gen=y Y aouixao �27 __ -- _ r1 1ue A W E ols,a a.mwar Awsmm.0 ,� k k wr�__— _ �••v ,• ..�, R Mut AY IIH4 tAV R 9d]1191EO r JEANNE M.MARKEL AND JOHN C.WEDGE, 100 HARBOR ROAD,ORIENT fC 1 to a i .A Ale 131 F i��,}�t'k'�•�{ram i .. rt� � M1 \ ��k4��;1i T'� v'w a Y Figure 1. Looking east along subject shoreline west of primary groin,at existing armor stone to be reconfigured and reinforced with additional armor stone. L: f v, Q rye _ r t l- t 'r f / � T ► � f ,d �'� p�i{.� p �p at�'�`., 'R� Ytr `1J 1 /�(,� +.i � y ,ti e� 1 ���• t'�2 F z�����F k� e ,C�. I R _ 4 a - t , 4 Figure 2. Looking east at most westerly end of existing armor stone to be reinforced with additional stone, and location of proposed armor stone return along property line. { JEANNE M.MARKEL AND JOHN C.WEDGE, 100 HARBOR ROAD,ORIENT F f _ IPA w r 6 Figure 3. Looking northwest along subject shoreline east of primary groin,at existing armor stone in center of property to be reconfigured and reinforced with additional armor stone. x ,y* f a j '00-A Figure 4. Looking northwest along subject shoreline from most easterly end of property at existing armor stone to be reconfigured and reinforced with additional armor stone. r JEANNE M.MARKEL AND JOHN C.WEDGE, 100 HARBOR ROAD,ORIENT , i t � i•t v Y � ,.•�„!1, .w ��_�,� *'fir` n t -� �"•++�C.�c;ct-', -ram.".',�.,c.s.f` t ::fit•,�5>."' --a r tSr �. �.,,• � ,:3F-•nx���' ae e[��,y;� Figure S. Looking west from upland toward Orient Harbor,over existing ZO-foot buffer vegetated with Cape American beach grass to be maintained and restored as needed. Y e ti at�1, Figure 6. Looking east at westerly end of armor stone fronting consecutive developed properties to east at 300,370,and 450 Harbor Road. y CHRIS WEDGE AND JEANNE MARKEL BANK STABILIZATION DRAWING LIST DWG No. DRAWING TITLE 1 TITLE SHEET&GENERAL NOTES 2 VICINITY MAP 3 EXISTING SITE PLAN 4 EXISTING PARTIAL SITE PLAN 5 PROPOSED PARTIAL PLAN 6 EXISTING&PROPOSED SECTION 1 GENERAL NOTES PROJECT TIDAL ELEVATIONS(NAVD 88) 1. THE PURPOSE OF THESE DRAWINGS ARE FOR REGULATORY REVIEW ONLY. DATUM ELEVATION (FT) 2. VICINITY MAP TAKEN FROM USGS TOPOGRAPHIC MAP ORIENT SPRING HIGH WATER LINE(SHW) 1.42 QUADRANGLE,NEW YORK-CONNECTICUT.,7.5 MINUTE SERIES,ORIENT, NY,CT 2019. MEAN HIGHER HIGH WATER(MHHW) 1.2 3. ELEVATIONS REFERENCE NATIONAL AMERICAN VERTICAL DATUM OF 1988,UNLESS NOTED OTHERWISE. MEAN HIGH WATER(MHW) 1.1 4. SITE INFORMATION TAKEN FROM A DRAWING TITLED "SURVEY OF 100 NAVD 88 0.0 HARBOR ROAD", PREPARED FOR CHRIS WEDGE &JEANNE MARKEL, BY KENNETH M WOYCHUCK LAND SURVEYING,DATED 06/01/2022. NGVD 29 0.95 5. SUPPLEMENTARY INFORMATION OBTAINED BY RACE COASTAL MEAN LOW WATER(MLW) -1.4 ENGINEERING, INC. ON 02/01/2023 AND ONLY REPRESENT THE SITE CONDITIONS AT THAT TIME. MEAN LOWER LOW WATER(MLLW) -1.75 6. TIDAL ELEVATION DATA HAS BEEN TAKEN FROM BENCH MARK SHEET FOR SAG HARBOR, NY 8511629 FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION TIDES AND CURRENTS WEBSITE. Prepared For. SEAL: Date: Rev.: CHRIS WEDGE 100 HARBOR ROAD C?S4r 'y 12-20-2024 ORIENT, NY 11957 0, �► k?4 `.� Drawn By: Checked By: RlkCEProject: r tf SLB/MHM DJS COASTAL ENGINEERING SHORELINE PROTECTION w Datum: Scale: 611 Access Road Stratford,CT 06615 100 HARBOR RD Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 /!$gA2 NAVD 88 N/A Aqp�. Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEAL 2023005 of 6 f0 1000' 2000' —1"=2000' , I utd-Point — 1 7 moL� P ttys B r _ J L-MA11V RD ii %1 y. 'Long Island -[—� Terry Point \N Rip Terry. �Q�P RD Hill Cem �I'` " -` r J 25 !i t Orient ® �I'1e11tf. Conan ational . r 4 t�Cem' Orient a --- k i7 Central Cem OR r{ i J HARD Sr. r 4 Eag(e Poin t L e,rt1 1, T i �PRR t v3 4 l ,yr Be7Cft BIIy Browns Point J Peters I _ ==Neck Point r Xh'ienL flrr ;{ VICINITY MAP Prepared For. SEAL: Date: Rev.: CHRIS WEDGE G 100 HARBOR ROAD 12-20-2024 �-- ORIENT, NY 11957 , �� ` +�. Drawn By: Checked By: « ra �'• A e �r t EProject: tip � i cr�, SLB/MHM DJS COASTAL ENGINEERING SHORELINE PROTECTION -' ? ^ ~ _w) Datum: Scale: �.��` F � � cif 611 Access Road Stratford,CT 06615 100 HARBOR RD a NAVD 88 ^-1"=2000' Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 g�°'�S56��� Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEAL 2023005 2 of 6 0 20' 40' 0 / 1"=40' PROPERTY LINE(TYP) 0 ° o o +5 / EXISTING ARMOR STONE TYP ORIENT HARBOR -1 p STONE GROIN(TYP) PARTIAL PLAN EXISTING SITE PLAN Prepared For: SEAL: Date: Rev.: -- CHRIS WEDGE 100 HARBOR ROAD 12-20-2024 ORIENT, NY 11957 v .� `-0 ,`.� Drawn By: Checked By: EProject: -;r wt SLB/MHM DJS COASTAL ENGINEERING SHORELINE PROTECTION ►�� #' Lu Datum: Scale: u611 Access Road Strafford,CT ossis 100 HARBOR RD NAVD 88 ill-40' Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 q� F59i �'4, Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEAL 2023005 3 of 61 PROPERTY — / 0 15' 30' LINE(TYP) / \ \ \ \ OF�k +7 \ +7 \ / / / / 1"=30' EDGE OF LAWN � // �/ / LIMIT OF MODERATE •\ �\ +5 • / _+3_ — — WAVE ACTION EXISTING AREA OF BEACH GRASS \ \ COASTAL EROSION \ ��• \ \���. \, HAZARD AREA BOUNDARY +5— \\ \ e3S ZONE ZONE \ +S%` 1 E(EX 9/ ' • -\ \ FLOOD ZONE BOUNDARY 1 \ EXISTING ARMOR• \\ STONE(TYP) \' \. d a, �`• • . , _ i ,. 0 ------ ------------------ 0 . a _ ORIENT HARBOR \ � — — — — -1 \ �` � �`' � • SHW EL.+1.42' ` STONE GROIN(TY .� MHW EL.+1.1' SM MLW EL.-1.4' EXISTING PARTIAL SITE PLAN EX.STONE GROINS(TYP) Prepared For: SEAL: Date: Rev.: CHRIS WEDGE 0 Iy 1-100 HARBOR ROAD �,-• ORIENT, NY 11957 �� s �� 12-20-2024 SA .p. Drawn By: Checked By: EProject: ¢ SLB/MHM DJS COASTAL ENGINEERING SHORELINE PROTECTION n: �% :� w Datum: Scale: < ._ NAVD 88 1$� — On 611 Access Road Stratford,CT 06615 100 HARBOR RD � `� u_30� Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 6 .08694 � AOPESS4dA- Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEAL 2023005 4 of 61 PROPERTY / \ \ \ FX O +7 l / / 0 15, 30' LINE(TYP) +7 FCk1 / / / / PROPOSED \ \ \ \ +5 / 0s, REVETMENT 1"=30' f RETURN 139± �� 72 RESTORE/REPLACE, / EXGL,WN IN-KIND/IN-PLACE,AS NEEDED, l LIMIT OF MODERATE • / �� \ EXISTING BEACH GRASS WITH _+3_ — — ` WAVE ACTION • CAPE AMERICAN BEACH \ GRASS 08"O,C,)AS NEEDED _ \ COASTAL EROSION HAZARD \ AREA BOUNDARY +5— \ ZONE / \ \ \ \ \``'\:: • • E(EL 6) FLOOD ZONE \" Zo Ve — , BOUNDARY OUTLINE OF EX.ARMOR\ �, ''\ ` ._ • ' �� STONE FOR REFERENCE (SEE NOTE) ° ORIENT HARBOR -1 J0 . \� SHW EL.+1.42' .` � PROPOSED 3835 SF MODIFIED/FINISHED ,. ARMOR STONE(APPROXIMATELY 250 MHW EL.+1.1' L.F.OF EX.ARMOR STONE TO BE REINFORCED WITH NEW±1'-3.5' MLW EL.-1.4' DIAMETER ARMOR STONE;APPROX.403 SM TONS OF PROPOSED STONE, NOT TO E.K.GROINS TO REMAIN(TYP) EXCEED 2.5 TONS/L:F.OF TOTAL STONE) PROPOSED PARTIAL SITE PLAN Prepared For: SEAL: Date: Rev.: NOTE IS): CHRIS WEDGE 100 HARBOR ROAD 12-20-2024 1. L _ _J DENOTES AREAS OF EXISTING ARMOR STONE TO BE ORIENT, NY 11957 �; ,.1 Drawn By: Checked By: RELOCATED LANDWARD Project: ,. . Irti SLB/MHM DJS 2. - DENOTES AREAS OF COASTAL ENGINEERING SHORELINE PROTECTION m. ?:_� w Datum: Scale: EXISTING GROINS TO REMAIN 100 HARBOR RD f J �~ UNALTERED 611 Access Road Stratford,CT 06615 NAVD 88 1"=30' Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 b dBDSA f4 . '��hE35tO�P Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEAL 2023005 5 of G W 0 5' 10, GRADE EX.BEACH GRASS APPROX.TOP OF STONE EL.+4.8'± ARMOR STONE GRADE EL.+5.0'± SHW EL.+1.42' GRADE(VARIES) EDGE OF LAWN MHW EL.+1.1' MLW EL.-1.4' EXISTING SECTION 1 EX.BEACH GRASS TO BE RESTORED/REPLACED AS NEEDED WITH CAPE oX' AMERICAN BEACH GRASS 3 APPROX.PROPOSED TOP OF STONE EL+6.5'± (18".00. � PROPOSED±1'-3.5'DIAMETER SUPPLEMENTAL ARMOR STONE (2.5 TON/FT MAX TOTAL STONE) i—� GRADE EL.+5.0'± -1 SHW EL.+1.42' _ N EX.GRADE(VARIF9 EDGE OF LAWN MHW EL.+1.1' L. OUTLINE OF EX.STONE -" EXISTING STONES TO BE RECONFIGURED PROPOSED SECTION 1 Prepared For. SEAL: Date: Rev.: CHRIS WEDGE 100 HARBOR ROAD �� S�� 12-20-2024 ORIENT, NY 11957 �,� fi7 Drawn By: Checked By: SLB/MHM DJS R%CEProject: r ��COASTAL ENGINEERING SHORELINE PROTECTION o: ' - : ;t w Datum: Scale: 100 HARBOR RD m r �'� NAVD 88 1 1i_—10 611 Access Road Stratford,CT 06615 t ' Tel:203-377-0663 racecoastal.com ORIENT, NY 11957 a 08GB42 gQhESS10�P Project No.: Drawing No.: ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION - 6 ©2024 RACE COASTAL ENGINEERING,P.C. FOR REGULATORY REVIEW ONLY NOT VALID WITHOUT ENGINEER'S SEALI 2023005 1 6 of S.C.T.M. NO. DISTRICT: 1000 SECTION: 27 BLOCK: 4 LOT(S):3.1 / b / O / C I I / / C / / I / i / RE� / EDGE CF PpVEM 0 0 A� 232 5�, o., AgI3 pg I �`' U.P.)::f � I I U.P S 51016 U. fr PIP€ 1.0 RCA ° DRIVEWAY L.P. GAS o 1\ METER rn �i LAND N/F OF N RAISED JAMES DOUGLASS 79.0' ;;;�6;2'. GEN. •rn 0 M.H. :•.r,;,.• O M.H. O COVERED WOOD DECK / / o -:29��,••����'��'::.�rn WOOD pgCK 7,\ LL 2NDLCONY -- Y 2ND FLR. 4;\;::;::;::;::"'" OVER/ 1 I ❑V BALC. 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NAVD88.26 SQ.FT. or 1.17 ACRES ---- UNAU774ORIZED ALTERATION 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 SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY ORDESCRIBED PROPERTY CERTIFIED TO: CHRIS WEDGE; JEANNE MARKEL; MAP OF: FILED: SITUATED AT:QRIENT TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #222-55 scALE:1 "=30' DAT>=:JUNE 1 2022 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk