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Home My WebLink About1000-98.-5-15 Town of Southold n LWRP CONSISTENCY ASSESSMENT FORM FEB 1 9 2026 A. INSTRUCTIONS PLANL4td'dNOING TOWN G BOARD 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. significant 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- supyorfing 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# 98 _5 _15 PROJECT NAME Tuthill Bungalow Property Inc Retaining Wall Reconstruction 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: Remove existing 97'-10" of retaining wall and two 20' returns for a total of 13T-10" linear feet. Construct 9T-10" of new vinyl retaining wall &two 20' returns in-kind, in-place of existing, raising retaining wall 18" higher for a total of 13T-10" linear feet of new retaining wall. { Location of action: 5780 Indian Neck Lane, Peconic, NY 11958 Site acreage:_ 2.49 Present land use: Low Density Residential 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: Tuthill Bungalow Property, Inc. c/o Elaine Pizzarelli, President (b) Mailing address: 13 Richmond Drive, Darien, CT 06829 (c) Telephone number: (203) 249-3305 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, NYSDOS, and 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 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 Our proposal is to replace existing structures. There will be no outward expansion. The proposal will not have any effect on-the community.character, open space, or use of infrastructure. 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 Our proposal will have no influence on the historic and archaeological resources of the Town of Southold _ _ 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 Our proposal is,in-kind, in-place reconstruction of existing structures. The visual quality and scenic resources will not be negatively impacted. 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 Our proposal should be considered general maintenance of an existing structure to protect the upland portion Of the property from erosion. Reconstruction Of this structure will not cause'flooding and or erosion. 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 I'' INot Applicable Our proposal will not influence the water quality of the water supply of the Town of Southold. 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 0 Not Applicable During construction, Best Management Practices will be used to protect the wetlands and waterways from construction debris. Our proposal will not have any influence on the restoration or protection of the ecosystem. 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 Our proposal will not have any effect on the air quality in the Town of Southold. 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 Our proposal does not involve solid waste and/or hazardous substances. 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. ❑ YeLl No❑ Not Applicable Our proposal is in-kind, in-place reconstruction of existing structures. There will be no change in public access to or recreational use of coastal waters, public lands, or public resources. 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 This waterfront prope[W allows tb- Qwner to Pnaage in water-dependent activities. The existing structures are aging and the property,owner is interested in r aintaining these structures so they will be safe and functional for continued use. 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 Our proposal will not have any influence on the living marine resources in the Long Island Sound, Peconic Estuary, or Town waters. Once construction is complete, the area will have not changed in the sustainable use of marine resources. 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 0 Not Applicable Our proposal will not influence agricultural lands in the Town of Southold. 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. l_,J Yes ❑ No❑✓ Not Applicable Our proposal will have no influence on the use or development of energy or mineral resources. PREPARED BY Robert Lehmann TITLE Permitting Assistant DATE 12/23/25 for Costello Marine Contracting Corp. ;'1:,. �, 'z .\ ,,z,z t S�� '\ ,:.. 4,,:;a ,.,, ,.: ,.." , ,, r\ ..\\ \\ #T S� `� t"h \ \ - ,`\. 11" �S•.,.,. `.'\\�'k;'::� �„� \,�,T,\ram: \ �,.\. 1 \ $EE SEC.NO 060 - "� r\.';�` �T \k\ , \ ,.-," \\ '\'•�.� \, .:: Y k nuan �,s,\^;\ \ \... EEbEc.wo ae°'`� ;.h ,• i # \:.WtcH ._ ._ e,.\ ,+ ,'s^ rr \1'`,.. \ '� .t\ t .... �,\ `z, ..�.# \..\....., \.",c::.- ..�\„-, \r 1 ,Z.\..�..._..,, ._ ... _.. a.. \\ rp';r .,n1 y" '\ \ +. ',\\`x ._ '\\ia` �'\\ `kk \\a'k\*\ ,\ ?-.:-.. '\'\u rCn:�. ,\ ,,+'\', \iwE:. .:, J`., ,.'L ., r ,z X�,; s, °�, o- 7 ns`..:,,cx'\\ uNe ',\ \ .\ \v\� a.:'i\\l, \�::\T\'v \ \ `�` ��4' 2 , <�\\\�'�\\\�, �� oc7=xo+\\ v. /, ._.Z '.r* _° ^,�. s \'�,\,,��AS'iq,+F��.R`\zq,_ \s\ , \,� r �\, '+, \,.,,,\\\ '\�\.:,. \ .a�.�\\ >'+.,- \k�, \ E t / G{' !O ,] 3 �.' 16 Y V:\t7i`� 'L v,"v -\WJO, `�,k✓E'\,, l iF \,y ,\� \',. \I . '��\.'.k \� `,. 'k \. 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O a ,y y vv. ,y y�y. .,,A A.,,. 3 v y h. ., Xa. y a ..wa `w A, .y h v ,.. Ic _ ,v -x.. ,,A •``k v �Z �'V `:v �� >..�a.0 ..,m°.K.. .w�m,"a+.,,w.. -- — ..m,.,.,.. ., r COUNTY OFSUFFOLK O ......,. -j.`*'�' Erw�rro ,°°° cnaNND E om�— .n w..wr wv_tlEM--,-- n O mmu,� --ZZ_ ..� ,.• hN >Ofr+,cE.,uwv,vi sn0e a¢ Y SE ^u. .rw m °^" ue rt matru c r,a.�za_—— „tw»r M....+... tr,�c, •, `, R.il Property Tas Service Agency n—E --W E wna+asrwanrro �_— . sournaiD — — ------ ° 098 E t5m_J(�i--,-- rnu---x-- a.n,,,, --- waeu— ,.' --.. .. �. .W mrer r..iw,a,r 4.11.1 suiFUtK C(YNtt TI°t AYisRta,m,FD M N ma�B°._--r-- ---a—�— D „Nc�--a—— ,y, —_..—_ — ---- ...u,v.r— W) u...., .. H'elplf WRrtrNdr8W59W — p - $ RaR4NTr TAC6EAvl�/GEiv 1 Appendix 1 The reason for our request for an 18-inch rise in the height of the retaining wall is to prevent bay water overtopping the retaining wall in hurricane or winter storm surges which have become more frequent in recent decades as global warming accelerates. In over topping events, the bank behind the retaining wall suffers very significant wave erosion that must then be repaired after the storm by the replacement of the eroded soil with many cubic yards of clean fill at significant expense. And as the pace of global warming and sea level rise increase,the bluff itself above the wall will be at risk at its base. The following points are relevant: 1. The current retaining wall was built in the late 1940's and repaired approximately in 1970 due to sheet piling rot failure. The height was not raised. The tie-back anchors had not failed. 2. Sea level rise since 1950 at New York City(the closest geographic location available)has been 9 inches according several sources. This is also noticeable in the height of sand on the current retaining wall,covering the lower horizontal whaler and lower steps of the stairway leading down to the beach. 3. The anticipated life of the new retaining wall considering the advanced sheet piling material and thickness chosen,pressure treated post pilings and horizontal whalers, and the fact that the wall is normally dry,is 75 years. 4. Over a 75-year span, it is anticipated that sea level rise will be considerable, at least 9 additional inches,thus we are asking for a height commensurate with the height in 1950 relative to sea level,with an additional 9 inches to account for sea level rise over the life of the new wall. 5. We are aware that additional sea level rise of the next 75 years will likely be more than 9 inches. Perhaps it will be even 18 inches more,rather than 9 inches more--which would put the top of the replacement wall relative to sea level at the end of its life exactly where it is today with the current retaining wall at the end of its life. The following references are relevant: The claim that sea levels in New York City have risen 9 inches since 1950 can be supported by research from the New York City Panel on Climate Change. According to their report, "Enhancing New York City's resilience to sea level rise and increased coastal flooding,"the sea level on the coast of New York is indeed 9 inches higher than in 1950, citing references [17] and [18] of that report. Further studies have also shown that New York City is experiencing rapid sea level rise, with some research indicating that the current rate of rise is the fastest it's been in 1,500 years. A study published in The Holocene journal used salt-marsh sediment from Pelham Bay in the Bronx to reconstruct relative sea-level change over the past 1,500 years, supporting this claim. Additionally,research suggests that the city's sea levels could continue to rise, with projections indicating a potential increase of up to 13 inches in some areas by the 2030s and up to 65 inches by 2100, depending on climate change scenarios. *Key References: * - *New York City Panel on Climate Change*: "Enhancing New York City's resilience to sea level rise and increased coastal flooding"(citing references 17 and 18) - "The Holocene journal*:Study on relative sea-level trends in New York City during the past 1,500 years - *New York State Department of Environmental Conservation*: Projections of sea level rise in NYC, including potential increases of up to 13 inches by 2030 and 65 inches by 2100. �l. y ; ��"� r♦w i`y ,,V 1 A+Jyai�a♦ �%�t�Ti S�-�,• _ .. \I t r r •/ �� .� � .�S'A'��.�y"''�- Kq� •[�.�� .�-ris+� F i �t+�•t• ��t+1Rc�,'' � �.,�c 7T Yam,yg��c � 9 •>�2kr x'.lj�!• A. r" JJ��,,�� xJj• } '",,.��` �Ot. � ,yc -i '��J_ r �y1��q�try �7�. 4?�.� 7a i 'Yp1Uy�7e_+ �,� .h�,�,L�Y• viid. 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NO fill is required as existing backfill is adequate A.• s 6 Page Tuthill Bungalow Property Inc. 5780 Indian Neck Lane Peconic, New York May 20, 2025 photos Access by water with supplies and equipment for installation of retaining wall and returns. NO fill is required as existing backfill is adequate -1,11,0 V_ FW 14 a ,+ tom• 7 Page Tuthill Bungalow Property Inc. 5780 Indian Neck Lane Peconic, New York May 20, 2025 photos Access by water with supplies and equipment for installation of retaining wall and returns. NO fill is required as existing backfill is adequate - r s� �..; �: ,i ♦ ,' + � 3f" �,y ��; � ter, ;!�`-f.. J;� , r . � _....-"- �... ..T. '•' _":. ;:'^elf•. _ 'ef",a"""+'c^+1L�"� 8 Page Tuthill Bungalow Property Inc. 5780 Indian Neck Lane Peconic, New York May 20, 2025 photos Access by water with supplies and equipment for installation of retaining wall and returns. NO fill is required as existing backfill is adequate r Tuthill r-_-_ s :nR a 1 �a. r a Bungalow Pr••' 9 Page Peconic Dunes Southold County Park a z _c �m 01, e cd6° °h P e c o n i c / Rrr w aye/ N Bayview R,, u 8WRd 0 A ° eeyv'ew Rd O 1-°ad 25 G A a CUtChogUe �� Et'senesvtd PROJECT LOCATION Station 7- 0 9% G° �o Cutchogue Hays Z �r m d+ l T� APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. C/O ELAINE PIZZARELLI, PRESIDENT ADDRESS:13 RICHMOND DRIVE DARIEN, CT 06829 PREPARED BY: KS • CMCC VICINITY MAP JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC N410 1' 35.8" W720 26' 41.8" PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTI MUM.NET) (SHEET I OF 8) DATE:08/25/25, 06/12/25 RICHMOND CREEK �. ADJACENT PROPERTY OWNERS I VITO & CARLA SANTARSIERI 22 OLD HOMESTEAD ROAD O ALBERTSON, NY 11507-1535 (5690 INDIAN NECK LANE) (SCTM# 1000-98-5-14.2) RpPp S&S PECONIC LLC C/O STEVE JAENICHEN O2 WHITEHALL BLVD S GARDEN CITY, NY 11530 (5704 INDIAN NECK LANE) (SCTM# 1000-98-5-14.3) RpPa 0 WILLIAM VAN TREUREN JR. & \No�pN ELIZABETH CARVALHO O820 BOONTON AVENUE 2s BOONTON TOWNSHIP, NJ 07005 °2 O (5702 INDIAN NECK LANE) (SCTM# 1000-98-5-14.4) i SEAGYAN CLUB INC. /' a C/o KAREN VAN BOURGONDIEN /' At P.O. Box 593 9 0 PECONIC, NY 11958 CD T (5830 INDIAN NECK LANE) (SCTM# 1000-98-5-16) o JOHN J. GISMONDI 5655 INDIAN NECK LANE Q5 PECONIC, NY 11958 PROJECT (5655 INDIAN NECK LANE) / �' LOCATION (SCTM# 1000-86-6-14) APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. C/o ELAINE PIZZARELLI, PRESIDENT ADDRESS:13 RICHMOND DRIVE DARIEN, CT 06829 PREPARED BY: KS • CMCC LOCATION MAP JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC N410 1' 35.8" W720 26' 41.8" PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTIMUM.NET) (SHEET 2 OF 8) DATE:08/25/25, 06/12/25 PROPOSED • REMOVE AND REPLACE IN SAME FOOTPRINT 97'-10" OF EXISTING TIMBER RETAINING WALL WITH 97'-10" NAVY CONSTRUCTION VINYL SHEATHING RETAINING WALL WITH TOP OF WALL RAISED 18" HIGHER TO ELEVATION 8'. • REMOVE AND REPLACE II' OF RETURN ON WEST AND 8' OF RETURN ON EAST WITH VINYL SHEATHING WITH REMAINING RETURNS ON BLUFF TO REMAIN AS THEY EXIST. MATERIALS: RETAINING WALL: PILING: /0'0- CCA STRINGERS: 6'x6"- CCA CLAMP: 4';Y6"- CCA SHEATHING: CORELOKT 9900 VINYL INTERLOCKING SHEATHING CAP: 5/4'X6"- TROPICAL HARDWOOD BACKING: 1xI6' GAL V. TIE ROD CONNECTED TO A DOUBLE BACKING SYSTEM OR 'HELIX"SCREW HARDWARE: /"H.D. GAL V. SOL TS & STN.STL. SCREWS APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. ACCESS: C/O ELAINE PIZZARELLI, PRESIDENT BY WATER VIA BARGE AND BY LAND THROUGH APPLICANT'S PROPERTY ADDRESS:13 RICHMOND DRIVE DARIEN, CT 06829 PREPARED BY: KS • CMCC JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTIMUM.NET) (SHEET 3 OF 8) DATE:08/25/25, 06/12/25 go p"D + "E It; -91A14 �F,C N75 4 220 N�A5p18 -5605. O �o a O w Oil o.o: 90 0 N aN. N aok r ter+ N 9 9 Cam' O e_.., 0. O G� � N aV: n .O NO s F a� �� •O O N 9< �Nifl VA w Cp. to o-`'o, bx In CA aw cl `o, c^ CP off, •� aw N NOa SEE SHEET NO. 5 VINYL SHED to 9.7'x7.7' % + o CHANAGG 'E ORAGE +• STRUCTURE ' + � gb + NOTE: INFORMATION IN THIS SITE MAP WAS REFLECTED FROM NATHAN TAFT CORWIN III DATED 04/03/25 0 �\IN\ �P�� S� APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. C/O ELAINE PIZZARELLI, PRESIDENT SITE MAP ADDRESS:13 RICHMOND DRIVE DARIEN, CT 06829 PREPARED BY: KS • CMCC 0 100, JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 1"=100' SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTI MUM.NET) (SHEET 4 OF 8) DATE:08/25/25, 06/12/25 20 b / /19 /ts.2 io x e0 19 _ '-'��<y`�"G�``' �.� .`.1�2.a moo•Q° ,y� // �j//,�/ /i 1 jZa %/ / x1t //%/ / / / / S 17.3 tp i / X2-4 Ile 100, o x2-2 x221 / — zs / / x oll x2-J //10, / / y,P / O�G A 2.1 r�Ilk C NOTE: INFORMATION IN THIS SITE MAP WAS REFLECTED FROM NATHAN TAFT CORWIN III DATED 04/03/25 -1.0 APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. SITE MAP DETAIL c/o ELAINE PIZZARELLI, PRESIDENT ADDRESS:13 RICHMOND DRIVE 0 20' DARIEN, CT 06829 PREPARED BY: KS s CMCC 1„_20, JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIc, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTIMUM.NET) (SHEET 5 of 8) DATE:08/25/25, 06/12/25 °RP��E� co�`c' �� GI —20 0In /,9 �O X z5 i E�P�F s 18.8 ��ee�P1i1 19. ////12 � �\p\J s /Py// ��/�10 \`L SSG 19 t a.8 �2�v2P 18.1 18.7 �P�/ // ? / / / / j� tp loNcl zG LL OD x o cam / G��P\��G`' x 3-4 1ST173 o / ! CVZ ID x x Q\'PL BPS%// // x b,�f//i�jU/ice e Z-V - i/i / x� /x� / c a° /.��j//� to0 ON& 2.2 R�\,PG�vRN S xZ '\ 0� /// PROPOSED: 2� x1.88/ A CONSTRUCT 97'-10" OF NEW NAVY CONSTRUCTION VINYL RETAINING Z/ x �e 101- WALL, ONE 11' RETURN & ONE 8' RETURN IN-KIND, IN-PLACE OF 04 EXISTING, RAISING RETAINING WALL "rL 18" HIGHER TO ELEV. 8'. �j 0� 5 //ii /i AREA OF DISTURBANCE ®PROPOSED RETAINING WALL APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. SITE PLAN C/o ELAINE PIZZARELLI, PRESIDENT ADDRESS:13 RICHMOND DRIVE 0 20' DARIEN, CT 06829 • PREPARED BY: KS • CMCC 11.=20' JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTIMUM.NET) (SHEET 6 of 8) DATE:08/25/25, 06/12/25 CORELOKT 9900 VINYL V4"x6" CAP INTERLOCKING 10"0 PILING 6"x6" STRINGER SHEATHING 4"x6" CLAMP 6' O.C. N TOP OF BANK N�p TOP VIIE*W�\ DOUBLE BACKING SYSTEM —I 11=1 11=1 I _ gRFq o 5' I=1 I I—III—_ V.=5, =1I1—_II — I I=1 1 1-- PLANT BEACH GRASS 12" O.C. IN ANY DISTURBED AREA I— =I I M I 5/4"x6" CAP =1 I= TOE OF BANK 10"0 PILING 11=III—_ —III—I 4"x6" CLAMP 12" EL. +8.0' EX. EL. +6.7' 1 EXCAVATE AS REQUIRED & 6"x6" TOP & BOTTOM STRINGERS REPLACE AS BACK-FILL III �I"X12' TIE-RODS/� I=II . = — ±45'-8" TO HIGH WATER MARK =1 11=1 IIMI I=I�Pri =111 ±66' TO LOW WATER MARK I1 I I I-1 . 10"x25' HORIZONTAL CORELOKT 9900 DEADMAN VINYL INTERLOCKING BEACH SHEATHING 10"Ox10' LONG BACKING PILE 6' O.C. APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. c/o ELAINE PIZZARELLI, PRESIDENT BULKHEAD DETAIL SECTION A-A ADDRESS: DARIENMCT 6829 PREPARED BY: KS • CMCC o 5' JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIc, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 1"=5' SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTI MUM.NET) (SHEET 7 OF 8) DATE:08/25/25, 06/12/25 CORELOKT 9900 VINYL 6' O.C. %"X6" CAP INTERLOCKING 10"0 PILING 6"x6" STRINGER SHEATHING 4"X6" CLAMP 6' O.C. TOP OF BANK III_ "HELIX" SCREW ►II-IiI=I = TOP VIEW ANCHOR - BACKING SYSTEM _►�I=III-I _ 11=III-III- 0 5' -III=III- r Tf� I-- =111 II=III= - =III- TOE OF BANK 10"0 PILING 5/4"x6" CAP =III- I -III-- 4"x6" CLAMP 12" EL. +8.0' _ -I 11=III=III=I I=III=III= Ex. EL. +6.7' - - -III=III=III= 6"x6" TOP & BOTTOM STRINGERS RODS ±45'-8" TO HIGH WATER MARK ±66' TO LOW WATER MARK CORELOKT 9900 ..HELIX" SCREW .. .. .. ..: ... . ._., . ...... .. . ANCHOR - BACKING VINYL INTERLOCKING BEACH SYSTEM SHEATHING APPLICANT:TUTHILL BUNGALOW PROPERTY, INC. BULKHEAD DETAIL SECTION A-A C/O ELAINE PIZZARELLI, PRESIDENT RICHMOND DRIVE (HELIX BACKING SHOWN) ADDRESS:DARIEN, CT 6829 PREPARED BY: KS • CMCC 0 5' JOB SITE:5780 INDIAN NECK LANE AM WEBER ASSOCIATES, LLC PECONIC, NY 11958 P.O. BOX 2753, SETAUKET, NY 11733 1"=5' SCTM#:1000-98-5-15 (631) 484-9164 (AMWEBER2012@OPTI MUM.NET) (SHEET 8 OF 8) DATE:08/25/25, 06/12/25 '0 6,�d" \ WV 1 °Z d s N � 50 Ea OF Pp��Agp �° O \ s a0S \ CPO, sa SHEET 1 OF 2 O \ O+ 0J SURVEY OF PROPERTY SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-05- 15 c� SCALE 1 "=50' APRIL 3, 2025 \ 74 AREA = 108,458 sq. ft. \ (TO TIE LINE) 2.490 CIC. LIN \ aa° a� ES: \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM VA EXISTING CONTOUR LINES ARE SHOWN THUS: x———————x \ \ \ \ \ LEGEND: ® CATCH BASIN \ 001c. CONCRETE ■ CONCRETE MONUMENT \" • DRAIN GRATE EDGE OF WOODS N �p 0 ELECTRIC MANHOLE 1; FIRE HYDRANT —0 POST & RAIL FENCE FENCE STOCKADE FENCE WIRE GAS VALVE >-- GUY WIRE o- LAMP POST — — — OVERHEAD UTILITY WIRES 0 PIPE 0 SANITARY MANHOLE ® TELEPHONE MANHOLE 0 TREE — T — UNDERGROUND ELECTRIC LINE — w — UNDERGROUND WATER LINE °ti UTILITY POLE 9 'd WATER METER n WATER VALVE + WELL 0. �\ V x 9 vW .0 a0. Z a� ao. �i 0 ,00+ aa° s 0 .0Ja0. Oaf' Cl 0 F b„Y, 0: i F rr cs \ 9} a&. a SEE SHEET 2 OF 2 oot 'ClJE 11P s � /// i �!�p•Fc� UNAUTHORIZED ALTERATION OR ADDITION G) ^ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR O EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. (yJ� CERTIFICATIONS 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED III FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor TITLE ASSOCIATION. Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com