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Home My WebLink About1000-116.-4-16.4 OFFICE LOCATION: Vsa� � MAILING ADDRESS: Town Hall Annex =' P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G 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: February 10, 2025 Re: LWRP Coastal Consistency Review for NEIL &AMY MCGOLDRICK SCTM# 1000-116-4-16.4 Sol Searcher Consulting on behalf of NEIL &AMY MCGOLDRICK requests a Wetland Permit to remove and replace in place existing bulkhead and 14' long norther return with an overall combined length of±229'; elevation of new bulkheading to be raised 18" above existing top cap; bulkhead and return to have vinyl sheathing with 10" diameter pilings 6' on-center, 6"x6" whalers, vertical deadmen with horizontal lay-logs or helix screws for backing system with a fiberglass grated top cap along the entire length; perform reclamation dredging limited to the existing boat basin to a maximum depth of 4'; approx. 15 cubic yards of dredge material to be placed behind raised bulkhead; remove as-built wood dock, ramp and floats install a 3'x16' ramp to a 6'x20' floating dock situated in a "I" configuration and secured by two (2) 8" diameter anchor pilings; install water and electric to the dock; remove north and south beach access stairs, reinstall southern 3'x6' beach access stairs using non-treated lumber; install 36" high fall protection fencing; and to establish and perpetually maintain a 10' wide non-turf buffer along the landward side of the entire bulkhead. Located: 1671 Meadow Beach Lane, Mattituck. SCTM# 1000-116-4-16.4 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. 1. Turbidity controls are required. 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 FEB 0 4 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING 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 si cant beneficial and adverse effects upon-the coastal.area(whic6 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.ei plained irr detail,;listing both supporting and noa- suypordna 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# 1000 ..116A _16.4 PROJECT NAME McGoldrick Bulkhead/return replacement 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 and replace.existing permittted bulkhead/return; raise bulkhead 18 inches. reclimation dredging in boat.basin only McGoldrick_Bullkhead Replacement project description Remove and replace in place failing but functional bulkhead and northern return with an overall length of+-229 ft. Elevation of new bulkhead to be raised 18". Bulkhead and return to use vinyl sheathing with 10" pilings,6' on center, 6"X6"whalers, vertical deadman with horizontal lay logs or helix screws for backing system with fiberglass grated cap along the entire length. Project includes reclamation dredging limited to the existing boat basin to a maximum depth of 4 ft. Approximately 15 cubic yards of dredge material to be placed behind raised bulkhead. Existing platform, ramp and floats to be removed prior to construction and replaced in place post-construction. Install/Maintain existing 10' non-turf buffer along entire length of bulkhead. All as per plans dated October 15, 2024. Location of action: 1671 Meadow Beach Lane, Mattituck, NY 11956 Site acreage: 5•7 Present land use: 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: Neil and Amy McGoldrick (b) Mailing address: 86 2nd St, Garden City, NY 11530 (c) Telephone number: 561-521-0961 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes R] No❑ If yes,which state or federal agency?NYDEC and NYDOS 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 LNVRP Section III—Policies; Page 2 for evaluation criteria. _ ✓❑Yes ❑ No ❑Not Applicable Project will help reduce runoff from entering Halls Creek and.prevent shoreline erosion hence protecting wetlands within Halls Creek 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 0 No R1 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 ✓V Yes 11 No F] Not Applicable It will maintain the existing scenic wetland areas. 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 a Yes . { No u Not Applicable Mill prevent erosion and property loss into the Creek;will prevent tidal encroachment onto property caused by high tides and sea ievel'rise. 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 Dot Applicable help prevent salt water flooding of landward property. Attach addMonal 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. on/ Yes E]No Not Applicable Structue will help prevent erosion and runnoff from entering the wetland ecosystems Attach additional sheets ifnecessary 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 e 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. El Yes ❑ No 0 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. 0 Ye❑ No❑Not Applicable The boat basin provides private access of property owner and guests to Halls Creek and Peconic Bay 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 I11--Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable Allows 12rivate ggoss via.wall-vessels 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 By preventing runnoff into Halls Creek promotes higher water quality in the Creek including valuable wetlands 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"Rl Not Applicable Attach additional sheets ifnecessary 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 David Bergen TITLE Agent DATE d11Z�. , 1 e t+ ,!�' ,: � s•its 4 .-. I r r K' r ti Illo -mac. �. ` y ,� a .d. • I 0 �e K M 40 AN 40, SL Ilk .. WRy. 1M ? r1 OF i I n N Ny��y MATCH _ 9EE SEL NO 159 I.4yE N�,CN L loa A r ron xL.Nn. t' Fon rct no. .4� F 13]i@ R) 9EE SEC.NO ,.SFC.NJ. %31W 090YTJ9 ta@OIUO@J ., OIJt JD U9 . rovm os sourNao _ or sae TOM Or sourNrxo '� .u 1 ""„"+•,".•.«° WD 15 11 PE�LO�TMNC L:1NO T—T SG 0}23-IS O1. i I I Iwo J a YV<I xeN< 4g _ —T— „ < q t3 wa r 'o.,t:wuF,r°` :s°xiwl M 35 - 3.3AI1 KpOscwwnae. \ OA s] e zeMa f A '��? :e I er ° 3,'S wo w - _ snrc F year pewFMl, e @GVfNOLO ] ' V dVal y 11 - r Y 1 '�'� w~�-' ••` 'F�_� I J I � �9 6 5 34I _----- A.x -- - •@r----•-n-1 v-•7^rr -•mm - .. ..._ -s,,tj.rs.-t n na.,.l ' �a ,11LMa II r.�,,..^-'GR'^ i A Iwo 3.eHc1 IIMaI f1Mo 1]Msl t2� xa@,@3 @. > i @ '� 5 aio �4� '" r' � e @. ,i(a♦fit ],�reM,M � �»� �` " w a =,s• '@'+ '�'•f �y S,Nat �' O Q -...I .._ �a,�,a @ .•'� ,3 L � r�ynt oe .i - � �x,.��..,. � \.-.z,\�, �'`n _ � - n w<I �+\ � � 04 45 � q • z� p 0 9 L •'^a""'• °•,• •••.""�"' — COUNTY OF SUFFOLK C) NorICE e<t N, ,o@@ sLcnON Nu —— w -- —— M -_ ,..� n,.,,u.: K I k 1 ,1 .1 W n,e. .w xr N u '•,,,;;, --•-- „a —_— Y+ svwraLa mun6 uxu<r sNnn rzn � ' sountoLo �@.�——•— n `� 116 LOCATION PLAN / NASSAU F ATTITUCK,NY �?, POINT o° UFF • J N W K Hp x41 4 /(i -1.2x X.Y FRPbE p / TW55 1 /6 x•1.5 1 - j\A 1BW4.3 4.3 TW55 x+. 8W 1.8 1 1.4x1323xx-23 . // S, l TEAfflN x-1.6 Al EAC5HI; : LANE, WOOp / x-05 61x TINE x-1.8 SIMILAR PROJECT DESCRIPTION ' 1N0�ullo N9 / x-1.8 I / x-1.2 � \ Pool- � Remove and replace failing wood bulkhead and jetty with \ \ 11101-0"D X x-0.8 ; an overall length of 229 ft+/-. Project consists of 215'-0"+/-bulkhead and a \ \ 7Iv5.6 14'-0"Return. -0x x-0.6 \ 5.Bx I x-+.3 � , x� Raise the existing bulkhead height 18" \\ \\ 6.6x na5.6 I eW5.SIN-0.5 x-0.1 x-0.7 Bulkhead and Return to include use of'C-Loc'vinyl tvuwr x-z.o �O;O sheathing with 10"pilings,6'-0"on I L -0�.1x x-1.5 1U-0"NON-TURF BUFFER center,6"X 6"waters,vertical deadman with horizontal FWnr x-2.2 TO RUN THE ENTIRE x-+.7 x-2.o LENGTH OF NEW lay logs or helix screws for backing system with x-0.7 x 1'4 BULKHEAD. fiberglass grated cap along the entire length. 1.3 x-12 x-21 2 Project includes reclamation dredging within the x- I x -+.+x I 5.5 Al Boat Basin to a maximum depth of 4'-0"TW5.6 BW-02 x-1.1 x-1.7 Provide 10'-0"non-turf buffer the entire length of the new I' x-0.6 x-1.5 EXISTING FLOATER AND bulkhead. I ��1.4 I RAMP TO BE REMOVED Ix6.o 5 23 1\ x+-6 PRIOR TO CONSTRUCTION Existing platform,ramp and floats to be removed prior to x 1.7 x-0.6 O�. / i AND AND REPLACED IN PW5.s \ x'1.4 = "� - construction and but back into place fi THE SAME LOCATION I BW39 x1.8 x-11 � / 25.t0 , post construction. I L x1.3 \•yE x-12 i t All per plans dated October 15,2024 X. \ � x-0.e / AREA OF RECLAIMATION I \ i DREDGING. NOTES 1 Exis in Site k Al Scale:V=20'-" O 1. MEAN LOW WATER-MLW IS DEFINED TO BE 0,0 AS INDICATED ON SITE 1 0' 20' 4a' x SURVEY DRAWINGS BY KENNETH WOYCHULK LAND SURVEYING,INC 2 2. NEW 10"PILINGS@ 6'-0"oc Al $IM. NEW FIBERGLASS GRATE CAP 3. OVER VINYL SHEATHING O'. NEW CORROGATED VINYL SHEATHING RECLAMATION FILL x� z TIN 7.1' as NEW c F k c0 TIN 5.6' EXISTING 10'-0" 0 7>, N TEMPORARY EXCAVATION. w J ALW - ------ : : : . : .«I OGs - TF NEW"DEADMEN"AND"LAYL Neil McGoldrick Applicant ILL - - NEW 16'-0"TIE RODS-TYP. 3 � Yr T Pro ect co e I Bulkhead Re-Construction N � � S p Pan NEW 6"X6"CONTINUOUS WALERS a Al 1671 Meadow Beach Lane, Mattituck, NY 11956Scaler"-20' 20 ao ,..• _ I II3 I II i el I II _ =1 I�r�F_ _ _ _ _ = LOW 31 TIDE DEPTH OF EO P \/ y:1 SCTM - 1000-116.-4.00-16.4 D g y RECLAIMATION DREDGING ~ Prepared by: David Bergen and Ken Quigley w - 1 II HII i ' ' III A NOY 2 5 2024 Construction Scope Plans Z 2 Bulkhead Section Boat BasinSouthold Date-OCTOBER 15,2024 Drawing: °x Al scale:,"=s'-o^ 0' 5' 10, gpabofTrustees Scale:As Noted TOWFI Al J U 1n -- - -- LOCATION PLAN " NASSAU Z o ATTITUCK,NY �, POINT j 4NEW'-UFFO K f 4, ��E D x41 a /g-12x x I, BW4.3 4.3 ,Qx x.,.5/33 TW5.5 x1.8 BW 1.8 1.4x 1,3x 2 / `i.. 1671 MEADOW BEACH LANE, x-23 xas Al / MATTITUCK, NY *10oo x-0.5 ��,,,�yHo HOT 6.,x W5.5 /�x-18 x-1.8 SIMILA PROJECT DESCRIPTION RW" L TUB /�L x 12 / Remove and replace failing wood bulkhead and jetty with an FIUNU 0 x-0.8 overall length of 229 ft+/-. I o 5.6 x-1.5 Project consists of 215'-0"+/-bulkhead and a g W.0.1 -0.1 ( 14'-0"Return. I x-0.s 5.Bx x 13 I x� Raise the existing bulkhead height 18" I Q 6.6x TW5.6 I BW5.SW-0.s x 2'0 Bulkhead and Return to include use of'C-Loc'vinyl x PAMP x 15 / sheathing with 10"pilings,6'-0"on center,6"X 6"walers, S,I -0 .,x 10'- " N-TURF BUFFER vertical deadman with horizontal lay logs or helix screws for FLOAT x-22 ± E RUN THE ENTIRE backing system with fiberglass rated cap along the entire x-1.4 x-1.7 x-zB f LENGTH OF NEW / g Y 9 9 p 9 I x-07 BULKHEAD. 2 length. x-1.3 x-12 x 2.1 Al W I x ,.1x 5.5 Project includes reclamation dredging within the 5.6 -I 8-02 x-1.1 x-1.7 Boat Basin to a maximum depth of 4'-0" II x-0.6 x-1.5 ,1 EXISTING FLOATER AND GANGWAY Include 36"H Fall Protection Barrier along entire length of eJ x1.4 I TO BE REMOVED bulkhead. x6.o .. 1 x-1.6 PRIOR TO CONSTRUCTION AND I S 2x1.7 1 x-0.6 x-14 2n' REPLACED WITH: ING DOCK Provide 3'x 6'beach access steps at southern end of I N W39 x1.8 L \� x-1.2 _ / 2-8"ANCHOR PILINGS bulkhead. x _ EXISTING TX16'GANGWAY I L4"y x 1.3 \ �o x-0.8 x-12 z 12 i M LOCATED IN THE CENTER OF THE Provide 10'-0"non-turf buffer the entire length of the new I �\�' BASIN I x-0.7 o TOTAL STRUCTURAL SIZE-168 SF bulkhead. Existing wood deck,gangway and floats to be removed �� Al prior to construction. AREA OF RECLAIMATION 1 EXI I DREDGING. PROVIDE a NEW 6'x20'floating dock,2 NEW 8"Anchor x pilings and EXISTING 3'x 16'gangway mounted on p`1 0' zo' ao' _ bulkhead. ECB Water and Electrical connections as shown on Plans NEW 36"H FALL PROTECTION BARRIER All per plans dated January 24,2025 NEW 10"PILINGS@ 6'-0"oc NEW FIBERGLASS GRATE CAP OVER VINYL SHEATHING IiV NEW CORROGATED / 'XI 2 NOTES Z z_ VINYL SHEATHING 1. MEAN LOW WATER-MLW IS DEFINED TO BE 0,0 AS INDICATED ON SITE TW 7.1' $' Al SIM. d NEW RECLAMATION FILL "� SURVEY DRAWINGS BY KENNETH WOYCHULK LAND SURVEYING,INC z TW 5.6' z. EXISTING AHW 2.6' 3. o 3'x6'BEACH ACCESS STEPS co ALW 0' TEMPORARY EXCAVATION. Nell McGoldrick-Applicant O LL NEW"DEADMEN"AND"LAYLOGS' Bulkhead Re-Construction co x NEW 16'-0"TIE RODS-TYP. 3 Project Scope Plan - ruc N NEws"xs"CONTINUOUS WALERS Al 0' 10, 20' 1671 Meadow Beach Lane, Mattituck, NY 11956 0 LOW TIDE DEPTH (� �a ®� SCTM - 1000-116.-4.00-16.4 LU D E V E IV E Prepared by: David Bergen and Ken Quigley RECLAIMATION DREDGING W tr IN BOAT BASIN ONLY. Q SEE PLAN JAN 2 9 ��?_5 Construction Scope Plans lun Date-JANUARY 24,2025 Drawing: O_ 2 Bulkhead Section Boat Basin Scale:As Noted W Al 0' 5' 10, Board of Trustees I Al 1n McGoldrick Bulkhead and Dock Replacement project description(Revised January 24,2024) Remove and-replace in place failing but-functional bulkhead and northern return with-an overall length of+-229 ft. Elevation of new bulkhead to be raised 18". Bulkhead and return to use vinyl sheathing with 10" pilings, 6' on center, 6"X6"whalers,vertical deadman with horizontal lay logs or helix screws for backing system with fiberglass grated cap along the entire length. Project includes reclamation dredging limited to the existing boat basin to a maximum depth of 4 ft. Approximately 15 cubic yards of dredge material to be placed behind raised bulkhead. Existing wood deck, ramp and floats to be removed prior to construction. Existing 3'X16'ramp (gangway)to be put back post construction, leading to new 6'X20' float with two 8" anchor pil- ings. Remove north and south beach access stairs. Replace southern beach access stairs with new non-treated lumber 3'X6' beach access stairs. Install/Maintain existing 10' non-turf buffer along entire length of bulkhead along with 36" high fall protection barrier. Install water and electrical at landward end of ramp(gangway). . Alf as per plans dated January 24, 2025. LOCATION PLAN ATTITUCK,NY, l *, POI U / j + NUFF ` x42 }/ -12x TW5.5 BW4.3 4.3� x-1.5/� I �8 I�r`•-.._-.;� � �.' {i, 1(000,0 TW5.5 aW1.8 1.4x /a ;�� 1671 MEADOO W BEACH LANE, / 1.1 / x-2.3 -,B Al j= MATT Tt►UCK, NY *00 /mar x 5 SIMILAR PROJECT DESCRIPTION / 6.1 x 0.0 i x-1.B 11i ��D 13 / x-1.8 / x-12 Remove and replace failing wood bulkhead and jetty with an x-0.e i overall length of 229 ft \ \ x-1.5 ' Project consists of 215'-0"+/-bulkhead and a nvs.s i \\ ?A\ // 58x BW-0.1 -ox-0.s i 14'-0"Return. \ \ x-1.9 x� Raise the existing bulkhead height 18" s.8x 7W5s TW55 � I \ \ BW-0.5 SIN-0. Bulkhead and Return to include use of'C-Loc'vinyl \ , x -pap x-z.B sheathing with 10"pilings,6'-0"on center,6"X 6"walers, I \-� -a.IX x's 10'-0"NON-TURF BUFFER vertical deadman with horizontal lay logs or helix screws for x-2.2 TO I LENGTH OF NEW RUN THE ENTIR x,q r-1.7 x-2.8 LEE backing system with fiberglass grated cap along the entire x-07 BULKHEAD. 2 length. I1.1x x 5.5 r-11 x-21 Al Project includes reclamation dredging within the w I Bn"w-0z x-1.1 xa.7 Boat Basin to a maximum depth of 4'-0" x46 x-1.5 EXISTING FLOATER AND Include 36"H Fall Protection Barrier along entire length of I xso x''4 x-1.6 GANGWAY TO BE REMOVED bulkhead. I s � \ __ PRIOR TO CONSTRUCTION III 7W5.5 x1.7 \ x-0.6 x•1.4 AND REPLACED WITH: Provide 3'x 6'beach access steps at southern end of I BW3.9 x,8 \ 6'� 6'x20'FLOATING DOCK bulkhead. x-1.2 2-8"ANCHOR PILINGS I f x13\\y EXISTING 3'X16'GANGWAY \ x-0.8 x 11 x 12 LOCATED IN THE CENTER OF Provide 10'-0"non-turf buffer the entire length of the new x-0.9 a THE BASIN bulkhead. x-0 7 O I2 Existing wood deck,gangway and floats to be removed Al prior to construction. AREA OF RECLAIMATION I 1 E �� o DREDGING. PROVIDE a NEW 6'x20'floating dock,2 NEW 8"Anchor Al pilings and EXISTING 3'x 16'gangway mounted on 1 0' 20' 4a z bulkhead. I` (D@ Water and Electrical connections as shown on Plans NEW 36"H FALL PROTECTION BARRIER All per plans dated January 24,2025 NEW 10"PILINGS@ 6'-0"oc NEW FIBERGLASS GRATE CAP OVER VINYL SHEATHING NEW CORROGATED x� N NOTES Z TW 1, VINYL SHEATHING �� ,, MEAN LOW WATER-MLW IS DEFINED TO BE 0,0 AS INDICATED ON SITE of a N RECLAMATION FILL SURVEY DRAWINGS BY KENNETH WOYCHULK LAND SURVEYING,INC z FASTING 2 2 9 Al SIM. 3. AHW 2.6' LU _ N ALW 0' TEMPORARY EXCAVATION. 3'x6'BEACH ACCESS STEPS J *....a.a.s�a J Neil McGoldrick-Applicant LL NEW"DEADMEN"AND"LAYLOGS' � Bulkhead Re-Construction x . . NEW 16'-0"TIE RODS-TYP. 3 Prowect N - NEW 6"x6"CONTINUOUS WALERS Al 0' 10, 20' 1671 Meadow Beach Lane, Mattituck, NY 11956 0 SCTM - 1000-116.4.00-16.4 W - - - LOW TIDE DEPTH > Prepared by: David Bergen and Ken Quigley g - - RECLAIMATION DREDGING Cr IN BOAT BASIN ONLY. SEE PLAN I Construction Scope Plans Z JAN 2 2025 Date-JANUARY 24, 2025 Drawing: 2 Bulkhead Section Boat Basin Scale:As Noted W Al 0' S' 10' Southold Town Al 0 v: :i t-Ste es