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HomeMy WebLinkAbout1000-118.-2-4.2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex O P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) rn Telephone:631 ?65-1J38 Southold, NY 11971 l` c0Uf1 , 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 12, 2024 Re: LWRP Coastal Consistency Review for 1663 BRIDGE, LLC, c/o DONALD & PATRICIA BRENNAN SCTM# 1000-118.-2-4.2 Joe Flotteron, President of the Lagoon Association on behalf of 1663 BRIDGE, LLC, c/o DONALD & PATRICIA BRENNAN requests a Wetland Permit for a Ten (10) Year Maintenance Permit to dredge over an area of approximately 4,125sq.ft. within the Lagoon entrance to a depth of 5' below apparent low water elevation; approximately 550 cubic yards of material will be excavated and dried on adjacent land/beach along a 11,600sq.ft. area where it shall remain and be the final disposal area; a clam shell bucket on either a barge mounted crane and/or land mounted crane will be used to perform the dredging/excavation operation; and a turbidity curtain will be installed to enclose the dredging area. Located: 1663 Bridge Lane, Cutchogue. SCTM# 1000-118.-2-4.2 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. Past Wetland Permits (229, 5759, 5-14-89-118-2-11.2)were issued for the action. 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 RECEIVED Town of Southold JUL 0 3 2024 LWRP CONSISTENCY ASSESSMENT FORM 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 sienificant 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 AND PROPOSED ACTION SCTM# 1000-11800 _0200 _011004 PROJECT NAME una=elorLagoon at Nassau Point Dredging The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital Q 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: Dredging over an area of approximately 24,200 square feet at the Wunneweta Lagoon entrance to provide adequate depth for navigation. Project Description The purpose of this permit application is to apply for a maintenance dredging permit for the entrance to Wunneweta Lagoon, located in Cutchogue in the Town of Southold. This project includes dredging over an area of approximately 4,125 SF at the Wunneweta Lagoon entrance to provide adequate depth for navigation. All dredging will be performed within the limits of Wunneweta Lagoon entrance as shown on the dredging plan. Dredging will be performed to approximately 5"-below apparent low water elevation. Approximately 550 CY of material will be excavated and dried on adjacent land where it shall remain and be the final disposal area. See final placement area shown on the plan (11,600 SF). A clam shell bucket shall be used on either a barge mounted crane and/or land mounted crane to perform the dredging/excavation operation. All dredging will be performed during approved NYSDEC and ACOE dredging windows. A turbidity curtain will be installed to enclose the dredging area. It is notable that dredging of 550 CY of material was authorized at this location under NYSDEC Permit 1-4738-00298/00013. Dredging for this project was performed in 2013. ADJACENT PROPERTY OWNERS NAME S.C.TAX MAP# ADDRESS 1663 Bridge LLC 1000-11800-0500-004002 1663 Bridge Ln., Cutchogue, NY 11935 James Weeden 1000-11800-0500-016001 1175 Bridge Ln., Cutchogue, NY 11935 Katherine Perretta 1000-11800-0500-007000 1105 Bridge Ln., Cutchogue, NY 11935 John Wolleben 1000-11800-0500-008000 1050 Bridge Ln., Cutchogue, NY 11935 Alexandra Jones 1000-11800-0200-009000 1230 Bayberry Rd., Cutchogue, NY 11935 Jane Rosenblum 1000-11800-0200-010000 1280 Bayberry Rd., Cutchogue, NY 11935 John J. Sampiere 1000-11800-0200-012000 1380 Bayberry Rd., Cutchogue, NY 11935 Irrevocable Trust Nora Flotteron 1000-11800-0200-013000 1480 Bayberry Rd., Cutchogue, NY 11935 Joseph Flotteron 1000-11800-0200-014001 595 Clearwater Ln., Cutchogue, NY 11935 Dennis Hickey 1000-11800-0500-002002 175 Clearwater Ln., Cutchogue, NY 11935 Philip Buffa 1000-11800-0500-002001 8050 Nassau Point Rd., Cutchogue, NY 11935 Robert H. Sturdy 1000-11800-0500-004003 8200 Nassau Point Rd., Cutchogue, NY 11935 Che l'Ann Corazzini 1000-11800-0500-004001 8500 Nassau Point Rd., Cutchogue, NY 11935 Heath Gray 1000-11800-0500-005000 8570 Nassau Point Rd., Cutchogue, NY 11935 Marjo Hutchinson 1000-11800-0500-006001 550 Aborn Ln., Cutchog ue, NY 11935 Jennifer Burrell 1000-11800-0200-011004 750 Aborn Ln., Cutchogue, NY 11935 F1 Fan is LLC 1000-11800-0600-003002 8800 Nassau Point Rd., Cutchogue, NY 11935 F1 Senna LLC 1000-11800-0600-003003 8980 Nassau Point Rd., Cutchogue, NY 11935 Isle Trombone Living 1000-11800-0600-005001 9180 Nassau Point Rd., Cutchogue, NY 11935 Trust ® EC Ef VE „ ON I A Southold Town Board of Trustees Location of action: Wunneweta Lagoon at Nassau Point, Cutchogue, NY 11935 Site acreage: 11.44 Present land use: aquatic Present zoning classification: _ 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: Joseph Flotteron, President of Lagoon Association (b) Mailing address: P.O. Box.533 Cutchogue, NY 11935 (c) Telephone number: 1 609 636-1999 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&USACOE 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 LNV" 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 Many of these inlets,such as this one,have been dredged and placement of the material on adjacent beaches has been an important soft engineering approach to erosion management in the Town of Southold. y 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 Maintenance dredging will enhance the inlet's ability to provide a beneficial flush between the Lagoon and Peconic Bay. 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 Maintenance dredging will enhance the inlet's ability to provide a beneficial flush between the Lagoon and Peconic Bay. All dredging activity would be done using environmentally sensitive equipment and utilize silt curtains. 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 i 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 When the inlet fills up with sand (from tidal activity) the result is a restriction of recreational access to the 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 III.—Policies; Pages 47 through 56 for evaluation criteria. 0 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. 0 Yes ❑ No❑l 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 0 Not Applicable PREPARED BY Christopher F. Dwyer TITLE Associate DATE 2/12/24 WUNNEWETA LAGGON AT NASSAU POINT DREDGING CUTCHOGUE, NEW YORK V rCs l' A PHOTO 1 (SEE EXISTING CONDITIONS PLAN) +. �R 3'l'rt i ►Ly+', r' + r�41�1 y•� rt3 t� T � PHOTO 2 (SEE EXISTING CONDITIONS PLAN) ` UNNEWETA LAGOON DREDGING EXISTING CONDITIONS PHOTOS JANUARY, 2022 L I I it%it CUTCHOGUE, N.Y. L.K,McLEAN ASSOQAT£S P,C, M yM ` z r� r PHOTO 3 (SEE EXISTING CONDITIONS PLAN) 11 $: l PHOTO 4 (SEE EXISTING CONDITIONS PLAN) WUNNEWETA LAGOON DREDGING EXISTING CONDITIONS PHOTOS JANUARY, 2022 CUTCHOGUE, N.Y. 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MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 0112812022 D.M. ADDITIONAL TOPO T.L.S. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 1983, DATE BY DESCRIPTION APPROV. BY LONG ISLAND ZONE. REVISIONS 3. ELEVATIONS SHOWN HEREON REFERENCE NA VD1988. Town of Southold � I 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED County, LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE GRAPHIC SCALE Suffolk County, New York NEW YORK STATE EDUCATION LAW. 'i 50 0 25 50 100 200 Wunn eyeta Lagoon 5. ORIGINALONLY COPIES FROM THE F THIS SURVEY MARKED WITH AN ORIGINAL OF � VALID TRUE COP/ES. _ CutChogue, New York THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE �. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ( IN FEET ) Topographic Map ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 1 inch = 50 ft. -- - ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND OF hit SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM '`Q� + r L. K. M t'LEAN ASSOCIATES, P.C. THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, S j7 O� GOVERNMENTAL AGENCYAND LENDING INSTITUTIONLISTED HEREONAND TO THE �p �! �- CONSULTING ENGINEERS & LAND SURVEYORS ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. I hereby certify that this map was made from an actual survey Sheet No. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. completed by me on 1010512021 and 0112612022. Field Survey By: JL/JPL Scale: 1"= 50, 8• THE SURVEY CLOSES MATHEMATICALLY. !� 0 Q� 1 ��°�� 5052$� �+ � Drawn By: GLB Date: October 7, 2021 TAMARAL. STILLMAN, P.L.S. j4NDS P•,\21145000 Lagoon at Nassau Pt\Survey Dept\Erawings\2114,5,000 DTM Topo,dwg 6/29/2011 447 PM Vln Carasitl NYSPLS Vo. 50528 Approved By: TLS File No. 21145.000 1 TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK INDEX SHEET N0. DESCRIPTION COVER SHEET ° •• �'alca . re E"mom ' 2 EXISTING CONDITIONS PLAN .ram- ro tea, • •.♦ — � / r° fit^ Y DREDGING y g , PLAN r a � � �� ,w ,I ., �: � ., • „ 4 DREDGING SECTIONS 'I • "ram � ,•,.,' a '/ C N I of : t dj Beach Daa9m Palk22 L I T T L E P E O r;. grp I so 10 •Rt ,t � � ' , t- ^s` ,a•^ems ,tvg :.F • aa4 . �te ,• •PO• eO�•• 1 p B A �/l 1 ~ " `aw h.B.a` n r ,u .._, ll C��a2er ( z .:� . .•q:' q ,, � ` S 0 U T 3 jo 32 utcfd•a t, $ t• r e"a ~ ` .0 ttM°'e"'. 4 g i. ®p Cute1109 a Harbor ° �+ fwN ` o Mesh + " eone Z PROJECT LOCATION unt'y -e P, 0 to o :e I P. Cutchogue Harbor Ewa - w ayry p $ '� ew W Cove `q x ' ,.«,„.,. n " ClUb Q R aoht Club _ ' as 9ra p ?., rQd #Aat� '� .. ,. 10 Is •r ' �1 7. v e a ,fa , , •q a L � } .- { .,Klmogsner,. ♦ e e Pt. t At Nassau U T e]H 0 L ^ e•* x D D ,] Point / V , +3 '. 30 N O R T H .R A C E / =' 7 • _ / O 1 Ek ♦ u / ++ i I _ . 30i39 iy % i VICINITY MAP NOT TO SCALE i PERM � T PLANS LAGOON AT NASSAU POINT MAINTENANCE DREDGIN "' PNERMIT (0"N U T 0 G U NEW YORK M A C PREPARED ANDAA L. K. MCLEAN ASSOCIATES, D . P .C. RECOMMENDED BY. �JEk L ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 A. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ! " ='A"� ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ROBERT A. STEELE, P.E. — NYSPE Lic. No. 077397 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). %jVV111L_1N. UU1 11N IVUL_LLU�11 ADDRESS: 1050 BRIDGE LN., 11''R�4 I v ftwvlk CUTCHOGUE, NY 11935 SCTM # 1000--11800-0500-008000 A�l 7 ,31i wg� 4A N­ "KIM 11R A bu R, OWNER: A ADDRESS. CUTCHO� 4 Q SCTM # luuu-1 A n A %J PHOTO 1 PHOTO 2 P0 -Z�4T.CV Ckv A -k Q C�- R, Q� W "N, 7* ROBERT H. STURDY �S: 8200 NASSAU POINT TCHOGUE, NY 11935 10�1 Agm 000-11300--0500 -004003 "-e RN"NI: OWNER: 1663 BRIDGE LLC ADDRESS: 1663 BRIDGE L CUTCHOGUE, NY 11935 RYL ANN CORAZZINI O%ITM # 1000-11800-0500-004002 100 NASSAU POINT ;UE, NY 11935 -0500-004001 WUNNEWETA LAGOON E mu, ukilurikik7vt, qY 11935 -11800-0500-005000 PHOTO 3 PHOTO 4 MARJO HUT,'- ADDRESS: 550 ABORN LN., CUTCHOGUE, NY 11935 -4k -�,"';- ""',", 0,ffl �SCTM # a P; 1000-11800-0500-006001 'K� I,IN LEGEND qNIFER BURRELL & SYMBOL DESCRIPTION JONATHAN PERRY ADDRESS: 750 ABORN LN., CUTCHOGUE, NY 11935 SCTM # 1000-11800-0200--011004 DIRECTION OF it!"R, PHOTO TAKEN APPROXIMATELY SUFFOLK A COUNTY TAX MAP LINES OR �a A Le LLJ OWNER: F1 FANGIA ADDRESS: 8800 N U 0 RD., CUTCHOG E, DATE BY DESCRIPTION APPROV. BY 80 0 80 160 NY 11935 SCTM # LE PECONIC B 'F- REVISIONS 1000-11800-0600-003002 Cl) SCALE IN FEET (22"X34") TOWN OF SOUTHOLD SUFFOLK COUNTY, NEWYORK < N, 160 0 160 240 E WUNNEWETA LAGOON AT EXISTING CONDITIONS PLAN- NASSAU POINT DREDGING SCALE IN FEET (11"X17"'i 0 __j SCALE 1 "=80' (22"X34") E EXISTING CONDITIONS PLAN Ln SCALE 1 "= 160' (11 "X17") CD SCALE 1 "=240' (8.5"X11 ") L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 Sheet No. N :D " t Designed By: KJM AS SHOWN Scale: HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE DATUM: SPHW=2.24± ADJACENT WATER BODY: U) Q) RAC MARCH 2024 APPLICANT NAME: PROJECT DESCRIPTION: DREDGING COORDINATE SYSTEM NAD83 (2011). APHW=1.24± LITTLE PECONIC BAY Drawn By: Date: 2 OF 4 LAGOON ASSOCIATION THE VERTICAL DATUM IS NAVD88 (GEOID12A) APLW=-1.01± Approved By: RAS File No. 21145.000 x-�� x_c'.9 x_34 x-3' NOTE ■ 9 a x-3.8 Z 6 -38 x k _ x-2,7 x-%7y x- _510 x_L9 x-26 0 1.7 HORIZONTAL DATUM IS NEW YORK STATE PLANE COORDINATE SYSTEM x 0 .2 -3'S N���N NAD83, LONG ISLAND ZONE. THE VERTICAL DATUM IS REFERENCED TO NAVD88. SHALL BE REMOVED AND 2. ALL DEBRIS AND DRY SPOIL FROM THE SITE . PLACED ON ADJACENT LAND WHERE SHOWN ON THE PLAN. THE MATERIAL xlP 6C' o h 8,,4 WILL BE SPREAD IN ITS FINAL LOCATION WHERE SHOWN TO A DEPTH OF F" + APPROXIMATELY 18 INCHES. _ x x-S f' x_gg4 x-3,7 3. A CLAM SHELL BUCKET SHALL BE USED ON EITHER A BARGE MOUNTED x-b.x -F1 x `' x-36 CRANE AND/OR LAND MOUNTED CRANE TO PERFORM THE OWNER: 1663 BRIDGE LLC x-4,1 x-3.5 x-3 x-3.4 x-2.6 6 DREDGING EXCAVATION OPERATION. Z -.,;rx-�,=' %-3.4 _3.4 x-P,9 / x ADDRESS: 1663 BRIDGE LN., � x-42 x-3.5 x-33 4, TOTAL DREDGING IS EQUAL TO 550 CYt OVER AN AREA OF 4,125f S.F. CUTCHOGUE, NY 11935 / I x-35 x-37 x-3,1 x-1.6 SCTM # a 1000-11800-0500-004002 x-4.0 x-38 \ x� f x-b.1 % 1� - x .a'a x3.1 x-3.3 x-4�43 -2 8 xp 5. PROPOSED CONTOURS REPRESENT THE MAXIMUM AMOUNT OF MATERIAL TO r 4.3x_� i6Lp x31 x- .4 3 BE DREDGED. LIMITS OF DREDGING MAY BE REDUCED A.O.B.E. O 4 x-3.6 x-31 x-P, -z,6 O .-RJR,,6 Y x-5..? -4.? x-2xZ2.9 x-3.6 x34 x-2,2 xx-2.iz x-33 x-3,5 -3 x-2.1 6. NO FILL SHALL BE PLACED BELOW S.P.H.W. f1jGk LIF C7 x-3,4 x-2.5 x-2.7 Nz x-'I' Ofxx-ps x-L9 x-27 x32,7 x �� W ;1 -2.1x-2.3 7. NO FILL SHALL BE PLACED ON TOP OF EXISTING VEGETATION. /_� x33 x-2,7 x-p 18 x-3.T -4 1" x x-4.0x x-2.6 \ x .,6 8 \ \\ 4.8 xi 3.9 x-4.1 x-1.8 x ,1 x-4,4 x :aS 82 5.3 \ DREDGE AREA A 4- x-4,4 „t F_DGE LTA v1-Gr".,:rlfJ,�� - - ,\� O ,\ x41 / XA..IA.A„t„h„L kA.J.J.,�,.u..n�A !e: x-33 5c x-�t x-4.4 x-3.3 x-3?_ x_3.S x \ / \ 5,4 ^�* PROPOSED DREDGING LIMITS 5 c u x-4.3 x.8 2'ta.3 � . TO 5 f BELOW A.P.L.W. h x-2,4 x-4.5 x-35 x I \ \ %55 (550 CYf OVER 4,125 SFf) m x-3.1 -5,6 x-4.6 x= _ �-►� x - 4�r 'x-:'3 x-4,Q x-3,9 x-3,5 4.2 / / x73 '`� x-5.; x-4,6 �jc-3.7 x-3,4_ S x-3D 7 7 0 x \ ��/ / X S8 la x_?5 O x-4.7 r\u3,9 x-3.9 x-36 3.3 4.6 7,9 L �? x-32 {'x-g.t x-4.0 x_ , x x- M x-5:1 xg-a�, x-42 % 35 OWNER: JENNIFER BURRELL & .. \ 0 Yc \ x6,7 x -3.6 x-38 - x-4,3 x-3.6 ADDRESS: 750 A SPHW=2.24f -� \ 4 �- _x__ x op t JONATHAN PERRY _.,.,,.,.,_6-�"^.- wry. _x _ 4.7 x 7 "t.� I x-2,7 x_, x-3,6x-4.F \ x-3.4 45 x-4,6 x-a. pb _ - x `<a x- x-4,4 x-33 x- _34 -4.1 Gf17,14r-...��� � �e 5 `x' 4 � � x-3,o -5.7 9 �x_4P-�1 x CUTCHOGUE NY 8�935RN LN. c'£Ja� AT nhp x x-5.r, - -4,2 x-R.7 ,/' --- \�Y-C-3,9 x-3,4 "T5,4_ . x- . x- / o x-36 SCTM APHW=1.24f -6.7 4b 35x°1721g�v/ x ! \ x 1000- 1800-0200-011004 x,.3 x-32 x 3,1 27 .� t x-2,e x-1.4 �' � ' 4 ^• � ( x x x x-8.1 -. x APLW=-1.01 f - � 1` / " :UGE r T d'3' -+.6 x KZ x-2,1 x-1.8 x-�'.✓f; .- V °-1.7 - \ x �a % -72 \. c A.8 x VOGL�:.0 I- 7 SEE NOTE 6 � TYP. TYP B . - xx : 20't 0 " "'3 VARIES` :. \ ° :, X'f DREDGE SPOILS AREA, SEE SECTION B-B x68 °D (550 CYf OVER 11,600 SFf) x ..-r7 7w. .n x6,9 34 l x-4.9 x_4.7 ' -V�x7 x �' ,., 7,1 =6.< -33- �2.7 x6.8 -42 x x-4.£: x x-5 9 S.P.H.W.=2.24f x-62 60'f� 70 4` x6.9 3 z yIf.0 3`'3- ��`4 A.P.H.W.=1.24t A.P.L.W.=-1.01 f M,3 x-& VARIES x-<7 -3.. -36 x- 1. ix1.5 xx-6,4 0 -6.7 x-&. -6.aY x-6.7 x-60 -4,k,3.7x z 'cal -60 x-4,7 x x v-F 7 x-6�5 _b.,.6.4 x x-S.5 ?.5 _�aq p x-6.7 4' _6 xx'yyT6..3 x_S.0 x-38 x-" x Ct f, Y4.7 J� x-6,7 x x-5.£1 16. x-66 f,9 x4x5 x-'52 x-14 413 4! /`�� .nd4 S.. x x-1.: 4ri i . . x 0`�6.3 b,.6-4.85.5 x-5.0 x_ "1:R9 x-b.8 -1Et,^A,C 37 x- 5 ' Y 3 x-6.9 x x'4T2 x-5.5 x-71 8 x-4�?4.7, x -6.7 x-6.6 x-v.x-6„5 -V�q.4-1.4x `J n \ x-74t-6.7 x-64 x-`7 -2,9 x \ x -2.3 f-� x-y3 x-6.8 -6.1 3 -64 x-S©-3,6 x ?_? Jce-1.8 LITTLE PECONIC BAY x-5`- x-S3 x x x-72 -*6 >v+ x -6.1 �,� Q? / -6,4 x-6,9 x-6.-64 x-5.9 x # 4 x-4.9 -3.5xx x32 x 5 g \ x- S.S -57 x -S4t -4.£4.2x -3.6 \ x-71 (0 -5.1 x-52 x-5.6 x-5.2 xx4,8 3 x_7r x-52 -47 x-48 FLOOD x-5.3 - x-5.n x-76 x-b„^-, 0 h-S;y EBB \ x-,5,d x-57 57 N i Q x-59 .3 DREDGING PLAN x-76 SCALE 1 "=40' (22"X34") SCALE 1 "=80' (1 1 "X 1 7") DATE BY DESCRIPTION APPROV. BY SCALE 1 "= 120' (8.5"X 1 1 ") LEGEND REVISIONS U APPROXIMATE SUFFOLK STORAGE AREA FOR FINAL TOWN OF SOUTHOLD COUNTY TAX MAP LINES PLACEMENT OF DREDGE SUFFOLK COUNTY, NEW YORK 40 0 40 80 SPOILS (550 CYf OVER AREA OF 11,600 SFf WUNNEWETA LAGOON AT SCALE IN FEET (22"X34") LIMITS OF PROPOSED DREDGING TO 5'f BELOW A.P.L.W. 550 CYf -4- -- EXISTING CONTOURS u NASSAU POINT DREDGING OVER AREA OF 4,125 sFt DREDGING PLAN a z 80 0 80 160 p ",i:.�a:w 'Guxi `a:.i - cmWtL9e- .e...:^.`. �e.'.sa ' .«..>t .rc:ea,c.;:s.:as�w.,:�:: d• CD r f. SCALE IN FEET (11 "X17") * � ;� < � L. K. McLEAN ASSOCIATES P.C. " " �'� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o a �� ! + Designed By: KJM Scale: AS SHOWN Sheet No. N HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE DATUM: SPHW=2.24t ADJACENT WATER BODY: APPLICANT NAME: PROJECT DESCRIPTION: DREDGING COORDINATE SYSTEM NAD83 (2011). APHW=1.24t LITTLE PECONIC BAY _39 a,=~ Drawn By: RAC Date: MARCH 2O24 3 OF 4 i LAGOON ASSOCIATION THE VERTICAL DATUM IS NAVD88 (GEOIDI 2A) APLW=-1.01 t ` ,,,Ii t'N' a Approved By: RAS File No. 21145.000 NOTE: 1. HORIZONTAL DATUM IS NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. THE VERTICAL DATUM IS REFERENCED TO NAVD88. 2. ALL DEBRIS AND DRY SPOIL FROM THE SITE SHALL BE REMOVED AND PLACED ON ADJACENT LAND WHERE SHOWN ON THE PLAN. THE MATERIAL WILL BE SPREAD IN ITS FINAL LOCATION WHERE SHOWN TO A DEPTH OF APPROXIMATELY 18 INCHES. 3. A CLAM SHELL BUCKET SHALL BE USED ON EITHER A BARGE MOUNTED CRANE AND/OR LAND MOUNTED CRANE TO PERFORM THE DREDGING/EXCAVATION OPERATION. 4. TOTAL DREDGING IS EQUAL TO 550 CYt OVER AN AREA OF 4,125f S.F. 5. PROPOSED CONTOURS REPRESENT THE MAXIMUM AMOUNT OF MATERIAL TO BE DREDGED. LIMITS OF DREDGING MAY BE REDUCED A.O.B.E. 6. NO FILL SHALL BE PLACED BELOW S.P.H.W. 12 10 - ----WUNNEWETA .LAGOON - - - - EXISTING --- --- - -- - ---- -- ---- -- ---- 8 -- - ---- ---- ---- -- --- - 1 O -o -TYP OFF-BULKHEAD ---GROUND (TYP.)----- -- - — -- - -- - - -- - - ----- -- - - - ---- --- - - - -- - -- NO DREDGING; -SEE PLAN -- - - -- - - -- - - -- --- --- -- --- - - - — 6 — j0' -0' TYP.-OFF-BULKHEAD— -- - --27'-6-&_-VARIES,...SEE PLAN---- ----- - - - -- ---- -- -- - — - --- NO DREDGING SEE PLAN _w 4 - , - _�--- -- - --- - - ------SPHW=2.24t - -- - - - - - - PROPOSED--DREDGED MATERIAL- TO - - --- - - - - -- '"" -- APHW=1:24 -- _ 5 --- - I -- - --- - -- -OVER- AN -AREA --OF 49-125 SF±) - -- - - --- --- -- ----------- - APLW=-1.01 f I 2 - MEET EXISTING-- ---- - - -- ------ -- - - - ----------- -_- - 5,_o,-M - ------- -- -- --- - - - —J-�-- — - - -- -- -- ----(SEE DREDGING -PLAN)--- -- -- -- --- -------- - -4 -- - 3 I - ------- -- ---- - - -6 _ ---.. -- ------ ---- - - -- _ - -- -- ---CF EXISTfNG-TIMBER --- - - ---- --- - - ---- - -- - - ---- ---- --- -- -- - --- - - - --- - ---- - — f -- BULKHEAD--TO-REMAIN - ------- - - -- -8 -- ---- ---- --- - - -------- -- ---- -- -- -- -- ---- - - - — ----- ---- ----. AND- BE--PROTECTED-- - — -- - - -- - - --- --- -10 BULKHEAD TO REMAIN -------- AND BE PROTECTED .-- --- - - - - - _- - - -- -- -_ - ---- ------- - — -12 - --- - -- - - - -- - --- - - --- - ---- --- - SECTION A—A SCALE 1"=6' (22"X34") SCALE 1"=12' (11"X 17") SCALE 1"=15' (8.5"X11") 16 _ _...._. .. .. ..._.._._........._.. ............_ ......_TOP OF... _.....___ ......................_..____..........__......_.............._...............- DREDGE SPOILS............................._.....__.._...... . . _.._.. -._.... .. . " _..... ._.. _ 14 __..._. . . __ . ... .. _ _ _ _ __ _ _ __ _ 22 6 & VARIES, SEE PLAN 15 3 & VARIES ..SEE PLAN . .. __ _._ -------...................._.......... --..... ...._......__._................................................_ - _...................................._.....__.............._.. ........................_ _................... ............... ........._..._. ..............._ ............ .................................... ...................... .. ..... . ...... . ................................. .... .......... ......... _..........._.. . _ _ MEET EXISTING ...._.......... .__ ........._..... ....... .........._....._....................._......... . __._ . ....................... _.. . _. a SEE DREDGING......PLAN)...... ..........................................._._......... _.... PROPOSED GROUND 2 ....................---......................_.._......_.._...._._.__._......._..... 10 _ .......................... LITTLE PECONIC BAY _._..............._.......... ........ _....... _- _ _...._......_...... .._...................__......_MEET.....EXISTING.......NO FILL SHALL...BE _ - _..... . ....... � .� 8 3 :. .. __.......__............................................................................................ PLACED BELOW SP t _........._ __......... .._...._...._.. _..... ......_............._.._....._ ........... ...._.......... . - ,. ;.... . .........._.... .. _........ ........ ..._...__.._..._...... -._...._.........__......................................_......._........_. SEE DREDGING.._PLAN , FILL WITH __................................_....---....................................__..._.. ................_....._._................................. ........_... ................ ........................... .................__...... ................. ..... ........................................ . ...................... ..: :.- DREDGED MATERIAL _........_...... __._.. .. . .. __ ___......................._....._....._.._...__................_.......................___._.... ... (550 CYO OVER - __...__.._............._.... ........._._....._........................_. _.__.._.... _............._.._.................._........ _._.....__......_...._._..............................._....._..... ..................._.................................. ._._....................._......._..._............_........._..._......................__.........__..............._................ �....__ _ ._. . _ .. SPHW-2.24f ;.�, -� _....... __._........_--AN AREA.....OF __.__ ..... .. .... ..........................................__.. _............ - �.._.-----.................._..._..._._....... .. ....__. ......_. ........_...... ._... .......... . ..__........_....._ ........... 2 APHW=1.24t ,�._.__.._.__ ----- ------ --�-- 11,600 SFt) . .. ...._......_.........................._..__......_....._._......_......._.....__..... ......_..... . - _....._.__......._......._.._...._...._.............................__._. .........._. ........_.... .. . ._ _ _.............__................ _ _:............. ........ . ................_.... __........._..... .. _ .... ....... _....... ... _... ..............._............_.._......... - APLW=-1.01 f -- - ............. ...... .....................--.. .................EXISTING._ .. ...... ... ......................... ..._...... .___........GROUND . TYP. ............._...._.........._. -... ._.........._..._ _ . . ... ... .... . .. .. .. . ......._......... _..__ ___ _ .........._ .. ._..... _ _ _........................... 3 .... - ......................... C ......................... . __ O SECTION B—B Cn m SCALE 1"=6' (22"X34") Cm SCALE 1"=12' (11"X 17") SCALE 1"=15' (8.5'X 11") 0 i 3 0 U DATE BY DESCRIPTION APPROV. BY 0 REVISIONS 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK w WUNNEWETA LAGOON AT S 0- o 0 NASSAU POINT DREDGING F z T ` �'�. DREDGING SECTIONS N L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N o �� i `f : Designed By: KJM Scale: AS SHOWN Sheet No. Lri HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE DATUM: SPHW=2.24t ADJACENT WATER BODY: ' 0 COORDINATE SYSTEM NAD83 201 1 A APPLICANT NAME: PROJECT DESCRIPTION: DREDGING ( APHW=1.24t LITTLE PECONIC BAY f ,���,,,�y�4.`� Drawn By: RAC Date: MARCH 2O24 4 OF 4 i LAGOON ASSOCIATION THE VERTICAL DATUM IS NAVD88 (GEOIDI 2A) APLW=-1.01 t Approved By: RAS File No. 21145.000