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HomeMy WebLinkAbout1000-86.-7-9 so OFFICE LOCATION: MAILING ADDRESS: �'�' � Town Hall Annex h° P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) 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: July 11, 2025 Re: LWRP Coastal Consistency Review for 8100 INDIAN NECK, LLC SCTM# 1000-86-7-9 En-Consultants on behalf of 8100 INDIAN NECK, LLC requests a Wetland Permit for the existing ±118 linear foot long concrete seawall with a ±15 linear foot long concrete seawall return, and to extend the return landward by installing a ±10 linear foot long vinyl bulkhead return (inside east property line), faced with 1,000 pound to 1.5 ton stone toe armor(located partially on Town land); and backfill eroded, naturally vegetated embankment landward of the extended return with up to five (5) cubic yards of clean sandy fill trucked in from an approved upland source, to be planted with native vegetation. Located: 8100 Indian Neck Lane, Peconic. SCTM# 1000-86-7-9 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 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 LWRP CONSISTENCY ASSESSMENT FORM JUL 19 2025 SOUTHOA. INSTRUCTIONS PLANNING ARD 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 nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 86 - 7 - 9 PROJECT NAME 8100 Indian Neck LLC 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: Extend an existing+/- 15 if concrete seawall return landward with a+/- 10 if vinyl bulkhead return(inside east property line),faced with 1,000 lb- 1.5 ton stone toe armor(located partially on Town land);and backfill eroded,naturally vegetated embankment landward of extended return with up to 5 cy of clean sandy fill trucked in from an approved upland source,to be planted with native vegetation, all as depicted on the project plan prepared by En-Consultants,dated April 25,2025. Location of action: 8100 Indian Neck Lane, Peconic Site acreage: 28,945 sf Present land use: Residential,single-family dwelling Present zoning classification: R-80 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: 8100 Indian Neck Lane,Peconic (b) Mailing address: c/o Jan Nicholson 419 East 50th Street,New York,NY 10022-8074 (c) Telephone number: Area Code 631-734-8685 (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 C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR 8100 INDIAN NECK LLC 8100 INDIAN NECK LANE PECONIC, NY SCTM#1000-86-7-9 POLICIES 4, 6 & 9 The subject property has been stabilized and protected from erosion by a concrete seawall and return since prior to 1963, but during the past two years, wave energy has severely eroded the adjacent Town road end, exposing drain pipes on the beach (see Figure 3), and eroded and undermined the naturally vegetated embankment landward of the existing seawall return on the subject property, resulting in the loss of soils, a tree, and other vegetation (see Figures 1 and 4). The application therefore proposes an approximately 10 if extension of the existing seawall return with a vinyl bulkhead return, which can be located just inside the applicant's east property line, to enable the restoration and revegetation of the naturally vegetated embankment and its protection against continued flooding and erosion. The proposed armor stone along the toe of the return, which would function to dissipate incoming wave energy, will be located partially on Town property at the adjacent road end, and it is anticipated the stone will ultimately tie into a stone revetment structure to be installed at the road end by the Town of Southold, whose permission is required for implementation of the project. Once the return is installed,the eroded embankment area behind it can be restored with clean sandy fill and planted with native vegetation. Given the site's exposure to the adjacent fetch of Hog Neck Bay and the severity of the potential erosion demonstrated by the existing site conditions, not just at the subject property but at the adjacent road end,it is clear that the erosive loss of upland is being caused by incoming wave energy, not by runoff or other mitigatable upland sources, and that a "soft" stabilization solution such as coir logs and/or sand replenishment alone would be insufficient and designed to fail. Therefore, without an extension of the return, the subject embankment would remain exposed to further flooding and erosion, thus creating increased risk not only to the subject upland but to the adjacent Town road end. And the project can be implemented without causing adverse impacts on the surrounding beach or adjacent property, and without interfering with public access along the beach, because 1) it will be located entirely landward of spring high water; 2)the proposed armor stone, a nature-based feature, would dissipate wave energy; 3) the project is designed to vegetatively restore and protect the naturally vegetated embankment; and 4) the project will ultimately become integrated with the Town's effort to restore and protect the adjacent road end, a part of the Town of Southold's infrastructure that provides public access to the adjacent beach. 1IPage The project is therefore consistent with the general standards for permit issuance set forth in Section 275-12 and with the specific construction and operation standards set forth in Section 275- 1 l(B). And consistent with Policies 4 and 6 of the LWRP, respectively, the proposed structural remedy would serve its intended purpose of providing protection for and minimizing flood and erosion damage to existing structures, soil, and vegetation without adversely impacting the quality or function of the beach, vegetation or tidal waters associated with the surrounding Great Peconic Bay ecosystem. 2 1 P a g e --SEE ATTACHED ADDENDUM-- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No❑ Not Applicable --SEE ATTACHED ADDENDUM-- Attach additional sheets if necessary WORKING COAST POLICIES i 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 Ds PREPARED BY TITLE Coastal Management Specialist DATEApril 28,2025 Robert E. e . " nn Amended on 811105 ab ^ N 0]I 1J�\� \ '\ � \ 3\\• \\ og 'Mi 1 SEEeEC r. LINE � ,..\ r.IFTCH. \`� \\` �`� \ � �\\� \\� LI E:�I \\\ 09 W 99 \. �\��\ � � mmvs .. \�`�`` t "�: Gtl PCL N4 � �, � \#WipCL NO'` ^l\\ l�.•' .. ... \ fi...� .:�-� 6 .s. �v v v zB% a a \v �v n 's' 1 \ ^'fi w 4 oxxss - KI, o' \ M m�is 4\� \A ��\ �\ �O £' w �a o 6 ,,��1� eni t �� F Z � c9\ •� f" ; �` >v �20 mOY xb \. \C\ 9P e` PtOs^MO '+0 4"ORb. 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SbE6EC.W0.09 Oj' \.... .�..\ \ '.�\ : w«6 COUNTY OF SUFFOLK© N NOTICEf N�rc� I o. t66o s[cna�Na c _ ,.._` ,w=k,__ ___ _ o.N O w,,, �— �•,,� ,��: w. eal Pr°p-tyTax SeT ki Ag—y WaiQtrcn'Gmi]�OGthe Y R E c„, wNur SOMOLU 086 —_—_ —-- — •4 —_— �,^ A.ly +uor nrn,,..rn..l.,.l.a mu] sLsraAcwmTAZ M.w savHrsreO a p ..a __,__ rmn+_ _,«.,_ ,.• —__— ..,w.. p w) �o�... ., �g trlcMr w+urre�rsm .w u=ne _ n- -___— 3 cu N+rooar nx sEnvx>:xtxv. w • 8100 INDIAN NECK LLC,8100 INDIAN NECK LANE,PECONIC j 1 J: A"r r s ' Figure 1. Looking south from end of Indian Neck Lane over fallen tree and eroded embankment area landward of existing concrete seawall return to be extended landward with vinyl bulkhead return,armored with toe stone. 4 4�f .I sue.- !jT r� �.•,f, � �'� .r.l . a K y _r. Figure 2. Looking southwest along eroded escarpment at exposed Town drainpipes at end of Indian Neck Lane,and toward eroded embankment area landward of existing concrete seawall return to be extended with vinyl bulkhead return. OP am'qfi+ s F• ' 4 ,•rr� ✓t`I .!'.{�` (. 071, .46 Ow, ..l a+4... kV oo '��� �� � l S/fir.�• �, .)� �1���1 F :�P � �f�t ty lFY .i r at - 4 'r EN-CONSULTANTS ;I Suffdk County Nagstrom Map 45 tic 19 NORTH SEA ROAD 1" 2000 m �� t�s ti 9 SO AMPTON NY 11965 ` = � f° — �� 3 yyF QQ• a �q0 BD v OS 631-2 -6360 WQyoa Park son mu�9�� P�9G nv yII Vl\G�PV W ri ST iniond Greek QP, /I o � NE qo ay /�so 51S(ACCI;55 VIA INPIAN NECK LANE ANP H06 NECK PAY 6Y PAW? ) 0 / EXPO ED TOWN DRAIN PIPES APPROX. 4' x 10 ERODED EMBANKMENT AREA �%/� TO BE BACKFILLED WITH UP TO 5 CY OF CLEAN >>•oz /� TOE OF ERODED E ANKMENT Notes; `fl?. SANDY FILL TO BE PLANTED WITH NATIVE VEGETATION PROP. +10' VIN BUL HEAD RETURN I, f urpose;to restore and protect naturally vegetated � ±1 O' EXTEN em6ankment area landward of existing concrete se SION, ED WI 1,000 LB TO awall ' EX TONE T ARMOR return from ongoinq floodin and severe erosion :$ 2• Datum;1988 NAW9 �/i 5. project plan and elevations based on survey prepared 20 20 �.so/%/// 6y Younq Associates,last dated July 25,2024 �V VI 4. extended 6ulkhead return to be constructed with ��� — 40, vinyl sheathing,treated structw.A timbers,and hot-dipped galvanized steel hardware;toe armor to consist of 1,00016-1.5-ton Stone _15' CON. SEAWALL RETURN 5, eroded embankment landward of proposed return extension to 6e 6ackfllled with up to 5 cy of dean sandy fill to 6e trucked in from approved upland source 6 plan and cro-,5view ond are Intended only to establish pro5 are ject location,location scope � /�/�� / S� .��� �Q` ��OW05���NSION 0F EXISTING p / WITH Af'Jv10f7 and basic construction details for %6t itu purposes � �G�� VINYL PULKHM)FMM FR 8100 and are not Intended to serve as or substitute for englneering or construction plans for construction purposes / �4 IN191AN NECK LLC ON HOG NECK PAY, 1• project location;8100 Indian Neck Lane,peconic; / p�CONIC, SU��OLK CO,, NY SCtM 1000-86-7-9 / / EX. +118 LF CONC. SEAWALL 51`11�1�1'I OF 2 4-2525 r' } S�C1�ON �1-I�U Pp0P05�b Il MPI N �M N510N WITH VINYL [UHR & 5TN� fo0 MOP AP,�A OF PAXIUU ANb 6' ' TOP CAMP NA1'IV� PLANTN651"0 2" CAP C 2 > 6" x 6" WA1,F5 ��51'Ot?� �f?On�b SANK Prop, PT USN �XT%510N TOW �U _7' 2' - 2,5 �X, 51�AWAUU Pl 1 N TOW 6.1 �X, G�An� ( VAPE5) I x IZ SHW 2,0 MHW 10" LAl'LOG 1,000 U� - 1 ,5 fON 5fONF TOF APMOV NAve - o�o� 8" b�AbMAN 05 x 9" x 12' VINYL 5H�Afffi6 10" O'C') FPOFO5�P FXT%510N OF �X, 5M&1 EN-CONSULTANTS 1?M N WITH' pM AOPft? VINYL. PUI.KHW 1319 NORTH SEA ROAD �TTN FOP, 8100 INVAN NECK 11C ON HOG NECK CLAY, P�CONIC, 5UFFOI K CO,, NY SOUTHAMPTON, NY 11968 SH��f 2 OF 2 4-25-25 631-233-6360 i AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES. 3 COPIES OF THIS SURVEY MAP NOT Bf"APING THE NSURVEYOR'S (1I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION ED OF THE NEW YOLK STATE EDUCATION LAW.(G DISTANCES SHOWN EN HEREON FROM PROPERTY LINES TO EXISTING AND TO ARE FORA SPECIFIC PURPOSE () E LAND S INKED SEAL OR EMBOSSED SEAL SHALL FNOTROM BE D OBSERVATIONS TO BE A VALID TRUE COPY.(4)FROM OTHERS, INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INISTTUTON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5T)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FRdA OTHERS, 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.727.2303 fax. 631.727.0144 odmin(gyoungenglneering.com / Howard W. Young, Land Surveyor Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Frofessionol Engineer m Donlel A. Weaver, Land Surveyor or- SITE DATA W E gmn4uM r' \ TOTAL AREA = 28,945 5F \z' *AREA SEAWARD OF CONCRETE SEAWALL = 796 SF �S��y1P * BUILDABLE LAND = 28,149 SF p��� ��Z S 5� * VERTICAL DATUM =NAVD(1988) O o,o` o � ADO c09�R 4\9 0 ,3 4 tB3 rT- CEDAR OF �od� �6• �� '\ LEBANON y TREE �OL 0' �cn FRP�E N& r A 6� E STONE �'• APRON si Zip SANITARY � 0 60 SYSTEM ST p 0-1 t2 PO off. �' 'Q SURVEYOR'S CERTIFICATIO STONE O e9. �0���<` �Oo 0 yo"Ka Luo«A7� �h��PJ� '9 *WE HEREBY CERTIFY TO JAN N I C H O Lr�Ric-)� 0LAND TRUST, INCORPORATEDiff 14LLC THAT THIS SURVEY WAS PREPARED IN AVVI NOF PRACTICE FOR LAND SURVEYS ADOPTED BYyo'k TATE\2'aA11 56 + ASSOCIATION OF PROFESSIONAL LAND SURV�o �' ASPN IALT 1o.s7n ti Yc,L: I 4 ` iv 11.39 IBERM12 ''' ti S• 11.13 11.97 6.92 +11.53 1DOI93 8� 106b1// 3.69 ^' ' 0• o a,,, 00.E 10.6sU+ w i�o WOOD 0 1.311) ,� HOWARD W.YOUNG,N. L.S.NO. 893 0 o S p� losa STAIRWAY F TO ,,B16 4.13 +2.35 DANIEL A.WEAVER,N.Y. .L.5.NO.50771 10.8210. ,,L39 % �4.57 �.... , Qjy O T rr 1'�0,� aPtiv 3.25 �7f-��' S� 6, SURVEY FOP,h 12.109 N) 4.90 Z � SHWEL=2.00 .a, �. 11.02 +2.3791' JAN NICHOLSON ,9� 4.35 MHW 07/18/24 �c hj 0 3.69 / EL=1.60 6:°ea +2. / TOP OF / 7.6o SLOPE E c� /�/,� at Peconic, Town of Southold 6.96 EXPOSED 8" DRAIN Suffolk County, New York N .� i PIPES a e� BOTTOM EXISTING CONbITIONS SURVEY 'o OF SLOPE o / 23 Coun Tax Ma District 1000 Section ty p 86 Block 07 got 9 / 0 13.58 FIELD SURVEY COMPLETED JULY 18,2024 MAP PREPARED JULY 23,2024 SANITARY MEASUREMENTS ��/ / 9�. 6•01 Record of Revisions p��A e Q,Q.� REVISION DATE / 0�Qc V /// 6.03 ST 17' 15' LP2 28' 30' W 0 m 30 0 15 30 60 90 0 sScale: 1" = 30' JOB NO.2023-0189 E = MONUMENT 5ET ■= MONUMENT FOUND Q= STAKE SET e= 5TAKE FOUND DI -DRAINAGE INLET DWG. 2013_0211_2023_0189_ex cond 1 OF 1