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HomeMy WebLinkAbout1000-128.-2-7 OFFICE LOCATION: Q � ,, MAILING ADDRESS: Town Hall Annex - P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) cam; Telephone: 631 765-1938 Southold, NY 11971t. LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 12, 2025 Re: LWRP Coastal Consistency Review for BTK REALTY, LLC SCTM# 1000-128-2-7 LK McLean Associates on behalf of BTK REALTY, LLC requests a Wetland Permit to replace 139 linear feet of existing wooden bulkhead and two 9 linear foot long returns with new vinyl bulkhead and vinyl returns in-place using a helical tie-back system, CCA treated timber wales and piles, and top cap to be IPE hardwood; construct a new 4'x5.4' cantilevered timber platform to 17.6'x4.3' aluminum stairs for beach access off bulkhead; and to establish and perpetually maintain a 13 foot-wide (1,790sq.ft.) native beach sand non-turf buffer area along the landward side of the new bulkhead. Located: 6050 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-128-2-7 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 Policies and, therefore, CONSISTENT with the LWRP. 1. A vegetated buffer is recommended to further policy 6. 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 . .rw• Town of Southold MAY 0 5 2025 ' LWRP CONSISTENCY ASSESSMENT FORM 17 : - - -- ---- - - SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD. OARD a �! 1: All applicants for.permits* including.Town of Southold agencies, shall complete this CCAF for I proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This 9 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 'a 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_nronosedl action !will �be''evaluafed_asp to its 'si nificant +,i' :b'eneficial�and�adverse,-effects',,ipon'ttie!Fcoastal?;area(wluch�iricludes�all:.of,Southol'dl;Towri�:- 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 F . review law.',--.,, liui;peach`answer 'must .lie' explained in.detail,,'hsthid:both sdpportm�<and 'non-,• t sua>portin facts: If an action'canffot be certified as consistent with the LWRP policy standards and con. nns,jt 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 ' ,__.128— 02 = 007 of PROJECT NAME 6050 Peconic Bay Blvd Bulkhead _ i '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 ❑ ' ti t''consrucon,planning activity,agency regulation,land ta )rnsaction �. ❑ (b)- Financial assistance(e.g.grant,loan,,subsidy) (c) Permit,.approval,license,certification: Nature and extent of action; L. r-Replace_±139.LF of_existing timber bulkhead-in-place-with-new timber bulkhead and anchorage system..lnstall new timber platform (±21 SF)with prefabricated aluminum _ staircase:(±75 SF)on the seaward side-of-the proposed bulkhead for beach access. i "Install±13'wide non=turf buffer constructedfrom native beacli'sand followedby a row"of s' T Location of action: 6050 Peconic Bay Boulevard,Laurel-, NY 11948 Site acreage; 1.333 AC:(Disturbance.of 0.M AC) . . . l 0 - u Present land use:. g_ _ Simplex_ _ Present zoning classification: Residential- i . 2. . If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Tracy Kappenberg Manager of BTK Realty, LLC (a) Name ofAappl><cnt:i, ._ _ _ (b) Mailing address,_6050 Peconic,Bay Blvd,Laurel, NY 11948 i (c) Telephone number: IJ/{� i Will the action be directly undertaken,require funding,or approval by.a state or federal agency? Yes`'� NO If yes,which state or federal agency? NYSDEC, usACE,NYSDOS `❑ C. Evaluate the.project to the following policies by'analyzing how-the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED(CUASTPOLICY, 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 LVVRP Section IIL-Policies; Page 2 for evaluation criteria. V✓ Yes ❑ No ❑ Not Applicable It m=Pro josed to-install-approximately 1�39 iinear feet-of timber--bulkhead2on-place=and m-kindofrthe-existing imber: bulkhead-located.along-this_properties shoreline __A 1.3'wide-non-turf buffer—will—be—installed landward of the proposed bulkhead. The purpose of this pFoject into protect'the property from a,failure of the bulkhead which wo_uldresult In erosion and failure of the Landward area`The existing-[*IR ead is currently in a tleteriorafedstafe wit is o ge wales°and,mis"sing hardware:There will kie.no loss-of economic;envi—ronmenta;or aesthetic va ues. as$OCia a wl is-area-an ere will be no adverse environmen a-Impac S _a wou _-resu rom a proposed': aim a en s. ere or sls ee, e-prolec is;conn -wi e-po icy.---- Attach additional sheets:if necessary a 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 There are no historic resources that will be affected by the construction of the proposed improvements. The project includes-removal of—_the existing timber bulkhead_and m-place replacement with_tmber.bulkhead with anchorage-systemThe existing purpose of the site will remain the same, and there will be no physical - - - a era ions to any historical-resotfr6e.'_ ere ore;- a project is-consisten with- e po icy. - P Attach additional sheets if necessary Y 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 :This is_a-waterfrm1lammecf;and i is_impo ant that the-visual-q-iali _.of-the-area hP-maintained--or.-imnroyPrl--No existing vegetation will be disturbed during construction. The existing_purpose of the site will not be altered, it and there will be no adverse impacts on the aesthetic-values of the_area Therefore, the_pr_oj.ect,is-consistent=..__,.. with the policy._.-= _ _. - _ Attach additidrial 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 t i �. . . Yes EJ'No'EJ Not'Applicable The PiOnse of this prn'ect is to replace a dPtP.rloratPd hulkhead and install a timber platform with aluminum beach access=staircase._A.13'wide_non-turf buffer wilLbe installed la_ndward-of_the_proposed_b.ulkhead. The= existing bulkhead is deteriorated and in need of replacement, otherwise there is a risk of losing-material from al the-landward side into-the waterway=The replacement-of the bulkhead-Will ensure the stabilization of the - -- grope y. "ere ore, the project is consis en with -e po icy. Attach additional sheets if necessary - Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section HL —Policies Pages 16 through 21 for evaluation criteria I i 07 Yes ❑ No ❑✓ Not Applicable The purpose of this proiect is not related to treatment or any type of alteration to the water quality and supply in ahe Town,of_Southold.F.The.purpose_of_this._project is.to replace fhe_daroaged bulkhead to_sfabilize the .. - I shoreline. There will be no adverse effects on water quality and supply in_the Town of Southold as a result'of 'this project Therefore;the-pro s consistent withthe policy: 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 IH—Policies; Pages 22 through 32 for evaluation-criteria. �_Yes `❑No ❑ Not Applicable • i TJie-proiectis-Lo-Gated_on_th.e_norther-n-shorelin-e_of-the-Great.P_econic-6ay,-in whicla_the_adiacent_ar_eas-are identified a&.Significant Coastal Fish_andWildlife a 'tads:This-nroject entails replacing the deteriorated bulkhead and_installing anew bulkhead,in place andln-kind,_as=well_as..installing a_beach.access staircase— _ There will be no disturbance to wetlands and no adverse effects to the Significant Coastal Fish.and Wildlife Habitats. - ere ore a..projec_its consistentwith _e po icy. -- ... Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP.Section III - Policies i Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No'F,/] Not Applicable i ll rThPr.e.:will-he-no_ciisr..harge-of.--rad nos ctive-material anlrcm_nPw--nr existing—_ , ! �s tionaQ_air�.contaminationhsources:>•Tbere will,be�no.atmospheric"deposition-of poll utantsAo_the-sound-from .anu sou_rce._ Therefore„-the pr_o.iect.is_consistent with_the_Ao.licy. 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. ❑. ;n ❑✓ Yes No Not Applicable i >.T=here will-be.no-discharge-of-igllutantsrinto.coastal_waters-during_this-proj.ect._Thee wil benehazar_dous . -- substances and-waste transportation. Therefore, the project is consistent with the policy. -- I PUBLIC COAST POLICIES i Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public l resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes(�I No❑✓ Not Applicable . �This_proiect_is._located entirely_on_private_pr'operty,-and_thus there_will_be-no,.ability_to-pr_ovide public access to any-type of publicland-_or-coastal waters. Similar-I_y,.there_will be-no_:reduction of public access-and recreational __se of coastal_waters.andpublic_lands wlfhm the_Town of Southold. The-purpose of this pro lect_is to replace:tli6 existing timber DUIKnead.r I nereTore, the project is consistent with the policy.. -- -- - - Attach additional sheets if necessary WORKING COAST POLICIES a 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. i ❑✓ Yes ❑ No ❑ Not Applicable ,The—-purpose of this-project is to-replace an existing-timber bulkhead on-private pro epey- The existing shoreline risks erosion and-immediate action should be taken to prevent the reduction of-the Town of Southold's shoreline: Therefore,the-project is consistent with-the policy { Attach additional sheets if necessary '3 Policy 11. Promote sustainable use .of living marine resources in Long^Island Sound, the Peconic I Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes '❑ No❑ Not Applicable T-he.-purpose of-this project-is to_replace the.existing=timber.bulkhead-to.protect-the shoreline-that risks-erosion.-- =Tlie completion s e of thi projjct will-not result in any adverse_effects o_ n marine habitats or marine environments. - - to _ .� Therefore, a project is consistent with the policy. Attach I addition`alsheeti�if necessary `- -,1 4' Policy 12. Protect agricultural lands-in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. I ❑Yes '[] No❑✓ Not Applicable �. .This project-is.located.at.the northern-shoreline of-the-Great Peconic.Bay. The land-with in--the.project-area.is not state designated important agricultural-land. Subsequently, there will be no adverse effects to the _. _ __ _agricultufal lands_in the Town of-Southold._Therefore;_the-project is consistent.with th`e-policy__,_ — l i 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 The pirnoGP of-this-far' _�i is nnt�PlatPei#n_dPvelonment ofPneroy-pnd/or-mineral rPso►irrs P . The. r�?RSP of -this project is to replace-the existing timber bulkhead.--There will_be-no_interference with.coastal resources-or processes during or after construction. Appropriate site-.preparation.#echniques will be used to ensure topsoil is preserved and.any restoration will be performed as.necessary. Th_erefore,the project is consistent_with policy. _ PREPARED BY Keith J. Masseria, P.E. TITLE Vice_President, LKMA; DATE 01/21/2025 6050 PECONIC BAY BLVD LAUREL, NEW YORK Project Description The project is located within the Town of Southold at 6050 Peconic Bay Blvd., a.private residence. The purpose of this project is to replace a deteriorated timber bulkhead to prevent further damage to the bulkhead and/or landward soil loss of the property. Additionally, a new timber platform and aluminum staircase is to be installed on the seaward side of the new timber bulkhead to allow for beach access. Since the.project consists of replacing an existing functional bulkhead in place and there is no dredging or fill proposed within the Tidal Wetlands, this is considered a minor project. The design goal is to replace a deteriorated bulkhead to maintain stability and prevent the components from failing. The following improvements will be performed: Bulkhead Improvements It is proposed to replace an approximate 139 linear Feet of bulkhead with two returns at a length of 9 linear feet each. The bulkhead will be installed in-place and in-kind of the existing timber bulkhead with no further seaward encroachment.The bulkhead anchorage will consist of a helical tie back system. All timber used for sheeting, wales, piles, and top cap will be CCA. There will be no fill placed seaward of the proposed bulkhead. Staircase There is no existing staircase along this properties bulkhead.A new 4'-0"x5'-4" timber platform (21 square feet) and,a pre-fabricated 17'-6"x4'-3" aluminum staircase (75 square feet) will be installed on the seaward side of the new bulkhead in order to allow for beach access. Non-Turf Buffer It is proposed to have a 13 feet wide native beach sand non-turf buffer(1,790 SF±) on the landward side of the proposed bulkhead in order to comply with Town of Southold Trustees requirements.This non-turf buffer will be followed with a row of stone prior to the grass lawn. Summary of Improvements • Replace 139 LF of existing deteriorated timber bulkhead in-place with new timber bulkhead and anchorage. • Install a new timber platform (21 square feet) with prefabricated aluminum staircase (75 square feet) on.the seaward side of the proposed bulkhead. • Install 13 foot wide native beach sand non-turf buffer followed by a row of stone. All NYSDEC, USACE, NYSDOS and Town of Southold Board,of Trustees permitting requirements will be met. Project Description Pagel of 1 6050 PECONIC BAY BLVD LAUREL, NY NY PHOTO 1 (SEE EXISTING CONDITIONS PLAN) wk *- s r y n < PHOTO 2 (SEE EXISTING CONDITIONS PLAN) 6050 PECONIC BAY BLVD. EXISTING CONDITIONS PHOTOS DECEMBER 2024 LAUREL, NY L.K.McLEAN ASSOCIATES,D.P.C. R�a PHOTO 3 (SEE EXISTING CONDITIONS PLAN) Wo PHOTO 4 (SEE EXISTING CONDITIONS PLAN) 6050 PECONIC BAY BLVD. EX11T[NG CONDITIONS PHOTOS EDECEM BER 2024 LAUREL, NY L.K.McLEAN ASSOCIATES,D.P.C. � i I I_ r r 7 e PHOTO 5 (SEE EXISTING CONDITIONS PLAN) ._ 44 i. PHOTO 6 (SEE EXISTING CONDITIONS PLAN) 6050 BECONIC BAD' BLVD. EXISTING CONDITIONS PHOTOS DECEMBER 2024 LAUREL, NY L.K.McLEAN ASSOCIATES,D.P.C. 13EE , M-0GOt WTCH SEE EEG MO.tID UNE 061DOt xtn FOR PC NO C . a 1 ,y sEE sec.No 125dA2..2] J , t V FOR—NO. 'SEEnGNOt111 2)A44c) )Qa? O _ �. / �• V F = a x 1 bb 4 a' a / q a �>e I >,� • u \ U f U2143 \ N a,A \ 4 a, V u z I i 21 ]n• / � a N _ 1 I � a �y �• i / 9 21 n qi \/ A21 J e+`�9 e NOTICE COUNTY OF SUFFOLK © E x SOUTHOLD sEcraN No c ______ __ —_—_ _—„—_—_ E� Real Property Tax Service Agency r d.� 1 c..+rc..w.nw.NvttFn M n 128 P iwcr x� 1000 PROPERTY YAP GENERAL NOTES 1. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. /� 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A PLAN SHEET INDEX RESULT OF THE PERMITTED ACTIVITY. 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA SHEET NO. TITLE LANDWARD OF THE BULKHEAD OR ON A BARGE. F�1 �Aj [\�1 �u( T�I1 III( 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILYE EXPOSED OR STOCKPILED FOR LONGER THAN II O VV T T O F IJ o V Jl ®JLJ� COVER SHEET ONE (1)WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR 11 1 I\`fl 2 EXISTING CONDITIONS OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND 1 OR PROTECTED BUFFER AREA TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. SOIL BORING PLAN SUFFOLK COUNTY, NY 4 GENERAL PLAN 5 TYPICAL SECTIONS-1 6 TYPICAL SECTIONS-2 x �. P allo � '� °• Jp ete!ans Beach District Park B M fN 3 �� 38 attituck Park ' : :District Beach Camp Immaculate a PROJECT LOCATION 5 LOCATION MAP SCALE 1" = 1,000'f PERMIT PLANS FOR -- - 6050 PECONIC BAY BLVD . �n LAUREL, NEW PORK a APR 1 0 2025 o Southold Town Board of Trustees APRIL 2025 PREPARED AND "1�� L. K. McLEAN ASSOCIATES, D.P.C. ul RECOMMENDED BY: 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS.UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE PREPARED BY: DATE: SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER VICE PRESIDENT MUST SIGN,SEAL.DATE AND DESCRIBE THE FULL EXTENT OF KEITH J. MASSERIA, PE - NYSPE Lic. No. 092553 THE ALTEREXTENTON ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). s \ +�'� �•,/ - •b�o p rya p�2�C�`� - li, ' 4. $gym w��,.,P`,p .. � � � • � �-� J{ :�� �,., 00 ,ir o_ r•� cu�"� Na, 2 r: - - ,tm. sppS • \ i ,r tpo y i` �l�Q��° ... � \\ y� �".�• � Y � _% '.^. = _ _ __;.yam. o o m Pl0Tl a 3 PHOTO NO. 4 S� \ r r q 3 Ld C I / ,••�" GREAT PECONIC BAY PHOTO NO. 5 PHOTO NO. 6 U \ PERMIT PLANS o w \ "• - 41111 NOT FOR CONSTRUCTION DATE BY DESCRIPTION APPROV. BY APR 1 0 2025 LEGEND: REVISIONS SITE PLAN PHOTODIRECTION OF TAKEN TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1"=20' (22"X34") a 6050 PECONIC BAY BLVD a _ o SCALE 1"=40' (11"X17") .�CUuIOiCC Town __ APPROXIMATE IMPROVEMENTS TfUSte@S SUFFOLK COUNTY TAX MAP LINES 00 EXISTING CONDITIONS Ln 20 0 20 20 No L. K. MCLEAN ASSOCIATES, D.P.C. O O SCALE IN FEET ENGINEERS R SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 N O PROJECT DESCRIPTION: NOTES: Sn..1 N0. a PROPOSED IN-PLACE REPLACEMENT OF 139 LF OF EXISTING WATER BODY: S.H.W.= 1.97t Designed By: KJM Scai.: AS SHOWN O N GREAT PECONIC BAY i. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE TIMBER BULKHEAD, 13' NON-TURF BUFFER, TIMBER M.H.W-= 0.97t D a.n By: RAC Date: APRIL 2025 a N SUFFOLK COUNTY REAL PROPERTY TAX SERVICE AGENCY M.L.W.= -1.87t COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. 2 OF 6 Q/ 'AERIES AND TAX MAP" COPYRIGHT 2020, COUNTY OF SUFFOLK, N.Y. PLATFORM/ALUMINUM STAIRCASE, & GRASS RESTORATION. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. -;1_11.d By: RAS FI.N.. 24212.000 a A NOTES: d+9oo \ 1. SOIL BORING LOCATION ON PLAN IS APPROXIMATE. \\\ ]�+Y ` y•� \\ "yO \ 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. 6130 PECONIC BAY BLVDI \\ ?OA 00 cp" o 0o y0 OF T�F \\ oo°osO�Fr \ . o� JT• TRUST \ ��o�,F ���2 ` 6d� \ °o\�r,L \\ $'Yo$` v`O3�- ,,s`\a 1•].iio" 9 oOJ\: Lol O rj� \ QR5 yQRXy p \� obEco-, `\ i {_ tin`if�ed Sod . �� �9 77\��,C�G Depth: Brows Per C�assificat�on• �, r`: ' o�p� �6 ,,,,��� O .o o \ / t (B)inches LN Value. SoLlSarripleDescnphom. °\�`y and NYCIBC e.�P / `4�' °o�B `\ i SOIL BORING !CIa99: B 1 p�(i, tyro. G Oy0 ng �LQ�°o0 LOCATION 1 - \ Q•yam``` \'o. $ ,\. 0 2 FEET LCY HJAr`. .Mist., NlA' BToivnFmeS�1d. 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BTGwr1FDleSand' % \?°Oo by 000" / v / �._. c 8iownFinesatd tSam le$ o°i \ // �� // �, r=r1d'oft3onn':;32- dGroundwater,G"ElicotinteieHat.°N1YIL ZOO 3 p, 5900 PECONIC BAY BL VD m° \ \\ / A.®ryV 10 � LEGEND o Cj O� © 'APPROXIMATE SOIL BORING LOCATION APPROXIMATE SUFFOLK COUNTY TAX MAP LINES iol ^ �v U •� PERMIT NOT FOR CONSTRUCTION ./y DATE BY DESCRIPTION APPROV. BY REVISIONS_ SITE PLAN TOWN OF SOUTHOLD APR 1 0 2025 SUFFOLK.000NTY, NEW YORK SCALE 1"=20' (22"X34") 6050 PECONIC BAY BLVD a.o SCALE 1"=40' (11"X17") IMPROVEMENTS 0 o Southold Town u;.v SOIL BORING PLAN 00 20 0 2D 20 Board ofi Trustees 0 o SCALE IN FEET L. K. McLEAN ASSOCIATES, D.P.C. ENGINEERS&SURVEYORS /37 SOUTH COUNTRY'RD.,BROOKHAVEN.NY 1171; PROJECT DESCRIPTION: NOTES: Designed B KJM stole: AS SHOWN Sheet Na. o N PROPOSED IN-PLACE REPLACEMENT OF 139 LF OF EXISTING WATER BODY: S•H•W.= 1.97f e n 0 N GREAT PECONIC BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE TIMBER BULKHEAD, 13' NON-TURF BUFFER, TIMBER M.H.W.= 0.97t Dawn By: RAC Doto: APRIL 2025 3 OF 6 a N SUFFOLK COUNTY REAL PROPERTY TAX SERVICE AGENCY M.L.W.= -1.87t COORDINATE SYSTEM NAD63, LONG ISLAND ZONE. ¢ : "AERIES AND TAX MAP" COPYRIGHT 2020, COUNTY OF SUFFOLK. N.Y. PLATFORM/ALUMINUM STAIRCASE, & GRASS RESTORATION. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS FlIe No. 24212.000 n. l NOTES: PROPOSED STONE STAIRCASE SEE NOTE 10 1. HORIZONTAL DATUM IS REFERENCED TO NAD83, LONG ISLAND ZONE AND THE VERTICAL DATUM IS REFERENCED TO NAVD88. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS ,�p� CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. \\ \ p \ - \ 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY OOO'A - \ REMOVED FORM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR O \�`�o�y DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. \ , 6130.PECONIC BAY BL VDI oJ1Cy� \ 00°py6 5. PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF BULKHEAD SHALL BE TB�, \ qj a'psp \ \p nQ EXCAVATED AND RETAINED AS NOT TO ENTER THE WATERWAY. Ojv Jr, TRUST \\\ �o° ] �g \ te6� $ \\ �O�0 6 FROMMAANTOR SHALL APPROVED BACKFILL UPLAND SOURCE(NO ASPHBULKHALT, BROKEN WITH SITE MATERIAL OR CON CONCRETE OR ANY CLEAN H SELECT ER DEBRIS). O0 7. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. : G�yv I o �A \ B. ALL PROPOSED SHEETING SHALL BE INSTALLED TO SPECIFIED LENGTH UNLESS OTHERWISE \ Oo'�L GOx,a -C�7 g Op O'�i)YL \ A / APPROVED BY THE ENGINEER. I \ °0o O P\�-1 0��� ] 7 yam.oF \ �•7` Z 9. CONTRACTOR SHALL SUPPLY BULKHEAD TERMINATION DETAIL AFTER FIELD CONDITIONS HAVE BEEN \ Q 5 � P 0 'o°FOp�'_ \ Z OBSERVED FOR ENGINEER'S APPROVAL \\ y.�Y P Q\ /`g \°y g• \ PROPOSED 9' LONG `- O 77 ;?o G \ / BULKHEAD RETURN 10.CONTRACTOR SHALL ACCESS PROPERTY THROUGH THE DRIVEWAY ON THE EAST SIDE OF THE / \ G�O�\ L � \G� ?2, P �'hy S, Oo��ti \ HOUSE. x '6�._0.P / `L S'8• O&'c \ / SEE NOTE 9 11.TIDAL ELEVATIONS SHOWN ARE BASED ON FIELD MEASUREMENTS AND ARE KNOWN TO VARY. kr% \ �, P.><•' ryy GW Oy0 .�n9 y00� CONTRACTOR SHALL FIELD VERIFY. J \ Q y Rd 7 ° •10.�q � ao• X ,�i - 12.SECTION A-A: REMOVE AND REPLACE EXISTING 139' TIMBER BULKHEAD WITH A NEW VINYL �Sy,O�G� �jhk 0�\.� Q � WIOEBULKH NON-(TURF BUFFERP�CEMENT). REPLACE GRASS AREA LANDWARD OF BULKHEAD WITH 13' \ y 1� 1 �\G� GGT� 13.SECTION B-B: INSTALL ONE LAYER OF HEAVY STONE BETWEEN THE NON TURF BUFFER AND O• 1�'' 0 J' '��`,Y: LANDWARD GRASS RESTORATION AREA. INSTALL A 5' WIDE STONE STAIRCASE WITHIN THE STONE 1p �p'o1�` ® /•• '^ �.(` / AREA FOR ACCESS TO NON-TURF BUFFER AREA. 14.SECTION C-C: CONSTRUCT NEW 4'-0"x5'-4"TIMBER PLATFORM AND 17'-6"x4'-3"ALUMINIM BEACH ACCESS STAIRCASE. o s y 4'-0. ~. \ o P O \ e' o`i' Q P� \ AO ..' \ ob�+�'o _ Q \ / w ' EXISTING WETLAND LIMIT LINES 5'-4' FROM NYSDEC 1974 WETLAND O \ 1�' X �_yY� \ INVENTORY MAP (TYP.) Is WA °\°gym` / �'• •o LEGEND °\9oY(G \ 5980 PLOpo ear BLVD 5'-O"± '/�ti'' \ 0. PROPOSED 4'-O"x5'-4"TIMBER o p ____ APPROXIMATE SUFFOLK COUNTY TAX / / \ PLATFORM (21 SFt) AND MAP LINES ALUMINUM STAIRCASE (75 SFt) O`O�p 3'_0'f _ LIMITS OF GRADING AND GROUND DISTURBANCE LIMITS OF GRADING AND / `b I•,••,,.. \ ' M.L.W. = f-1.87 Om GROUND DISTURBANCE PROPOSED VINYL BULKHEAD c: (SEE TYPICAL SECTION) PROPOSED TOPSOIL AND SEED 3 \ 13'-0•t _0 7T / PROPOSED TOPSOIL AND SEED 0 _ •� , rr `` A,) PROPOSED STONE FILLING (HEAVY) \ d PROPOSED NATIVE BEACH SAND e: 5900 PECONIC BAY BLVD \ I\C/11 PROPOSED TIMBER PILES (13' WIDE NON-TURF BUFFER) � / ® 6' O.C. (TYP.) ® PROPOSED STONE STAIRCASE PROPOSED TIMBER c \ • o \\\ \ ALUMINUM STAIRCASE PLATFORM AND � PROPOSED NATIVE BEACH SAND o \ \ y AA ADJACENT AREA c \ EXISTING TIMBER BULKHEAD TO 0 \ \ // / ' BE REMOVED DISPOSED OF. COASTAL SHOALS, BARS, AND SM MUDFLATS AREA 3 - � S.H.W. = t1.97 \ \ / M.H.W. = t0.97 - \ PROPOSED STONE • PROPOSED ±139 LF OF VINYL PERMIT PLANS {S BULKHEAD (TYP.). SEE SECTION A-A. FILLING (HEAVY) , ^ NOT FOR CONSTRUCTION o \\ y / �> EBB \ PROPOSED 9' LONG y, 0 \\ BULKHEAD RETURN m EXISTING TIDAL WETLAND DATE BY DESCRIPTION APPROV. BY LIMIT LINE EQUAL O REVISIONS �00 EE NOTE 9 EXISTING BULKHEAD T ® FLOOD TOWN OF SOUTHOLD SITE PLAN APPROX. SUFFOLK COUNTY TAX MAP LINES (TYP.) SUFFOLK COUNTY, NEW YORK E c SCALE 1"=20' (22"X34") 6050 PECONIC BAY BLVD a0 IMPROVEMENTS 0CL o APR 1 0 2025 SCALE 1"=40' (11"X17") zo 0 20 20 GENERAL PLAN S 0 to SCALE IN FEET L. K. MCLEAN ASSOCIATES, D.P.C. O SOUthOId TOWII - ENGINEERS R SURVEYORS 137 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 (V p CN PROJECT DESCRIPTION: sneer N".. Board Of Trustees NOTES:WATER BODY: S.H.W.= 1.97f Designed By: KJM style: AS SHOWN o N PROPOSED IN—PLACE REPLACEMENT OF 139 LF OF EXISTING GREAT PECONIC BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE TIMBER BULKHEAD, 13' NON—TURF BUFFER, TIMBER M.H.W.= 0.97t Dro.e ey RAC Dole: APRIL 2025 4 OF 6 `a N M.L.W.= —1.87f COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. PLATFORM/ALUMINUM STAIRCASE, & GRASS RESTORATION. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS Ft.No. 24212.000 a 28 27-- 26 25- ............ .....................................­­_..................................­­.-........................—--------------------- —--------.....................................................................__................................-..................­..__..._­_...............................__­................................._.................. .............................. ................. 24 ......- ------ .. .... .......................................... .............. .......................................1.................................................................................................................-.............................................. .......................................... ..............................................................................................................................­­..............................................................................- ............... ............................-.........................................................................................-............................. .................................................................................... ....... ..................... ................................. ±80'-107' & VARIES 23 (SEE PLAN) 21':h 22 ... .............. ............................. ...... ......... ..... .......I................__............................................................................................................11..................................................................................................................................................I............... ......................................... ....................................................................... -.........................­­.............................................................................................I....................................................................................................................................... ...........................................................................- ...................................................... ........... 5':h 3'± — 13'± NON-TURF BUFFER — 8"xB" CCA TREATULTIMBER.-FRO1 ............. ........................... 21 .................................................. .......... .................................................................................................................................................. ........................... .................. .................... ___................... WALE (TYP.) 20 .......... 6050----- ... ...........­­.................................................................-........................................................................... ............................................................ .............................................................. ........................................................ .......... .......................................... ............. ............ ................. 19—--------- --PECONIC.- ...... .............. .............. ____TOP--CAP— BAY�QLVCI... EXISTING GRADE (TYP.) 3/4-0 GALV. TIMBER BOLT ......................................................................... ................................................................................................................I--........................ .......................­.­..................I.....................I........................... W/DOCKWASHER-&-'HEX NUT . ............G-RE--A-T-------PE-C-ON-1-C---BAY--------- 17 ...................I................. ................. ——----------------------................................................. -COUNTERSINK AT WALE---- TED 16 .......- ........................................................................ ................................................................ ..............................................­..._._._­..........................................................- TIMBER-REAR-WALE-(TYP) .................................... LE,.-.lYP.).........................__........................... .......................................-.......................................... ......................................................................-......................................... 15 .. .................. ................................................................ ................................................... .. ... . MEET... ... M..E...E...T....... ......M..G.... .. .......... -­ . ....... ...... .... .......... ....... 0 .......... ..................................-............................................14 ......... ... .... ... ......... . = 1 mr; F UNCLASSIFED. ....... ..........I-- ................EXCAVATION 6"± .... ...................................................................I................................................................. 13- .................. .............................-.............. ...................... ................................................................... ........................................ .................. .................................................. ........................... 12 ........ ... ............... ......................­­ . ...................... .......................................... PROPOSED B.ULK ....H.....E..A.....D.........E....L.............1....1-...0....5.± (M ATC.H .F.X..]q..T....[Nr..) ..................................... PRQP_O5E_6_OPSQ L_ND..SEE ......... 9 4 10__ ........... ................................... ............................................................................................................................................................................ ------- [ORE 4 wNgiji�E" ............... ............. --------------- (d50=3'0 & W=600 LES) . ......... .......................................-----------------............................................................................­­­­.................- ................................................................I........................................................................ .................................... .................................-.. ............... .................................................................................. .................................................................................. ......................... 7 ......................... .....................................................................-.................. .............. ........ . ....................... .................... -EXPOSURE ................ PROPOSED GEOTEXTILE FILTifff-FFFABff,11C 6....................... ............................ ............................................................... .............. ..............................................................................................................................................................................................................................-...................- ................................................................................. ................................ ..........I............................................... ........ ............ ... .......................... (VARIES) ............................................................................I....................................................................................................................................................................................................................... ................ ............................ .... ....................... ...................... ..........................................................................­­................... ........................................................ PROPOSED ............................................................................................................................................ .......................................................................................................... 5 .. ...... .............. ---------- ................................................................................................................................... -6-LAYER-OF-'BEDDING-STONE' ..........-....................................................................... ........... ............ ........... .................. .......................................................__......................­­­.......................k................................. ... PROPOSED-6­NATIVE BFACH'_SSNN ....................... T ................................................. 2 S.H.W. EL=1.97± 1 -------------BACKFIL.L-WrrH-SUfrABLE.-ON-SITE-MATERIAL- ...... M.H.W. EL=0.97± .......................................... 0 -(COST TO E UDEDUNDER BULKHEAD. .......................................................................................... ITEM)__ -2 .. ..... .......... ....................................... .......................................................- ...........................................................................................................................................- ................................ .......................... ......... ................................................ ........................ .................... ....... ....................................................... ................................... .. ....................... ................... Ell GRADE- - ' -3 .................................... ..............................................................................................................................................................- ..........-...................................................-................ ...........-.............. .............................................- ............ ................................................................... ..............I.......... .... ..... YARIES-FROM ELEVATION 1.7.2* TO 3.20*............. ............I................................ ........................ -4- - ........................................................................­­...................... .............. ............................................................................................................ -5 PROPOSED HELICAL PILE -A LOWER................................................................................................................................... .................... .........................__­_­.............................................................................- ............................... ................... .........................................B..x8"...CCA_T.RF.TED_.MMBER -6 .......................................................................... RFM0.1(E_AND._DISPOSE_0F . ................. ..................... . WALE (TYP.) ............ EXISTING ANCHORAGE SYSTEM-AS NECESSARY .............. . ....... ................... .............. ..........................--_-_ ..................... -9 .................... ..................................................... .................... ....................-........................................ ......... .. .... ...... ........................................................................................1.51 VINYL SHEET TO IBE SHOREGUARD .......................................... ............................................_.­__.___­...............I.......................................................................................................................................................- _ SG-9- FACE OF j�RQE0$F SHEETING TO MATCHFACE OF......................... ................................................. .............................................................................................................................................................................................................................................................................. ...................................... ...................................I—— D_HK_.__................................ SHEETING OR APPROVED EXISTING SHEETING (IN-PLACE REPLACEMENT) ............. .......................... ......................... ............... .......................-...................................- .................................................................. ........................................I I ........... ..................... ................ .......... ...................................................................................................................................-................................................ ................................ ..................... -12 ......................_­......................................................................................................................................... .............................................. -13 .................................................................................................................................................................................................................................. .............- -.....-EXSMRG.-TIMSER.-BUMFiO.-.TO..-BE REMOVED AND-LEGALLY.......................................................................................................................-PROPIOSIED-20'-LONG CCA-TRFATEO TIMBER.................................. ............ --____-------------------------- - DISPOSED OF. PILE WITH 10" MIN. TIP @ 6' D.C. -14 ................... .. ..... .............. ........ .................................................... o 1 5 . .. .. .. ...................... ............................... ...................... ............................................................................................................................... ................. ........... ................................................................................. ....................................................................... ....................-............. ............................................................... .0 SECTION A-A z SCALE 1"=4' (22"X34") V) NOTES: SCALE 1"=8' (11"X17") 1.HORIZONTAL DATUM IS REFERENCED TO NAD83, LONG ISLAND ZONE AND THE CL VERTICAL DATUM IS REFERENCED TO NAVD88. 4'-7*± 3,-9"± .1 2'-7"± 2.CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE c DURING THE TERM OF THE PERMIT. 0 MEET EXISTING 3.PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF 7"± BULKHEAD SHALL BE EXCAVATED AND RETAINED AS NOT TO ENTER THE LIMITS OF UNCLASSIFIED WATERWAY. EXISTING GRADE (TYP.) EXCAVATION ED r -CONTRACTOR SHALL BACKFILL PROPOSED BULKHEAD WITH ONSITE MATERIAL 0 OR CLEAN SELECT FILL FROM AN APPROVED UPLAND SOURCE (NO ASPHALT, . .W . BROKEN CONCRETE OR ANY OTHER DEBRIS). 5.CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. FF PROPOSED 6" TOPSOIL AND SEED 2: 6.ALL PROPOSED.SHEETING SHALL BE INSTALLED TO SPECIFIED LENGTH 0 0 UNLESS OTHERWISE APPROVED BY THE ENGINEER. U PERMIT PLANS NOT FOR CONSTRUCTION 2 7.ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. m PROPOSED STONE STONE BLOCK .2 8.ALL MARINE LUMBER SHALL BE TREATED WITH CHROMATED COPPER ARSENATE TO A STEPS. STONE TO BE HAND PICKED. I. RETENTION OF NO LESS THAN 2.5 POUNDS PER CUBIC FOOT AS SPECIFIED BY THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD C18 FOR STANDARD APPROV. BY 6- DATE BY DESCRIPTION > OF PRESSURE TREATED PILES AND TIMBERS IN MARINE CONSTRUCTION. PROPOSED BEDDING STONE 0 REMOVE AND REPLACE EXISTING 139' TIMBER BULKHEAD WITH REVISIONS 9.SECTION A-A. R �0 A NEW VINYL BULKHEAD (IN-PLACE REPLACEMENT). REPLACE GRASS AREA APR 1 0 2025 PROPOSED B" NATIVE BEACH SAND TOWN OF SOUTHOLD o LANDWARD OF BULKHEAD WITH 13' WIDE NON-TURF BUFFER. (NON-TURF BUFFER) SUFFOLK COUNTY, NEW YORK U 10.SECTION B-B: INSTALL ONE LAYER OF HEAVY STONE BETWEEN THE NON 6050 PECONIC BAY BLVD E E TURF BUFFER AND LANDWARD GRASS RESTORATION AREA. INSTALL A 5' WIDE 0 STONE STAIRCASE WITHIN THE STONE AREA FOR ACCESS TO NON-TURF Southold Town IMPROVEMENTS U pow ty BUFFER AREA. 0 Board of Trustees A v d I TYPICAL SECTIONS-1 L 0 0 SECTION B-B ID SCALE 1"=2' (22"X34") C14 0 L. K. McLEAN ASSOCIATES, D.P.C. 0 0 SCALE J"=4' (11"X17'!) ENGINEERS&SURVEYORS 457 SOUTH COUNTRY RO.,BROOKHAVEN,NY 11719 C-4ni O PROJECT DESCRIPTION: NOTES: Designed By: KJM S..i.: AS SHOWN Sheet Ns. d PROPOSED IN-PLACE REPLACEMENT OF 139 LF OF EXISTING WATER BODY: S.H.W.= 1 97± 0 cj• GREAT PECONIC BAY M.H.W.= 0*.97± 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE It Dmwn Sr. RAC Da.: APRIL 2025 �L TIMBER BULKHEAD, 13' NON-TURF BUFFER, TIMBER = COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. 5 OF 6 M.L.W. -1.87± EN < PLATFORM/ALUMINUM STAIRCASE, & GRASS RESTORATION. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File N.. 24212.000 NOTES: 1.HORIZONTAL DATUM IS REFERENCED TO NAD83, LONG ISLAND ZONE AND THE VERTICAL DATUM IS REFERENCED TO NAVD88. 2.CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. %"x4" IPE RAIL WITH 4" SPACE 3.PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF 5."X6" IPE TOP CAP FASTENED W/ (2) BETWEEN THRU BOLTED W/ 3/8" BULKHEAD SHALL BE EXCAVATED AND RETAINED AS NOT TO ENTER THE #80"LONG S.S. SCREWS COUNTER SUNK S.S. BOLTS W/ HEX NUT AND WATERWAY. AT EACH POST AND TO THE CONTINUOUS WASHER (TYP.) 4.CONTRACTOR SHALL BACKFILL PROPOSED BULKHEAD WITH ONSITE MATERIAL IPE RAILS W/ #8x3"LONG S.S. SCREWS OR CLEAN SELECT FILL FROM AN APPROVED UPLAND SOURCE (NO ASPHALT, COUNTER SUNK AT 16" O.C. (TYP.) CONTRACTOR SHALL FASTEN ALUMINUM STAIRCASE TO BROKEN CONCRETE OR ANY OTHER DEBRIS). TIMBER PLATFROM AS PER 5.ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. MANUFACTURERS INSTRUCTIONS DIPPED GAL 4'X4" IPE POST GALV. BOLTS (TYP.)(2) 1/2" HOT 6.CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 4'-3"x17'-6" PROPOSED ALUMINUM 7.ALL PROPOSED SHEETING SHALL BE INSTALLED TO SPECIFIED LENGTH STAIRCASE AS MANUFACTURED BY UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5/4x6 IPE DECKING W/ 1/4" SPACE BETWEEN GATORDOCK OR APPROVED EQUAL. W/ (2) #8x2-1/2' S.S. DECK SCREWS AT EACH 8.SECTION C—C: CONSTRUCT NEW 4'-0"x5'-4"TIMBER PLATFORM AND STRINGER (TYP.) 17'-6"x4'-3"ALUMINUM BEACH ACCESS STAIRCASE. EXISTING/PROPOSED BULKHEAD EL. 11.05t I I I I (2)J4"0 GALV. TIMBER BOLTS WITH HEX NUT AND WASHER CONNECT (2) 3"X10" CCA TREATED PILE CAPS TO PILE W/ (2)-3/4"0 TIMBER THRU—BOLTS (TYP.) 2"x10" CCA TREATED STRINGERS 12" O.C. W/ H8 S.S HURRICANE STRAPPING PROPOSED TOP OF PILE EL 4.17t PROPOSED (2) 3"X10" CCA EXISTING GRADE TREATED TIMBER GIRDERS VARIES FROM ELEVATION 1.72f TO 3.20t — —FASTENED W/ 1"0 GALV.— TIMBER BOLTS _ _ S.H.W.=1.97t _ _ _ _ M.H.W. EL=0.97t CGA TREATED TIMBER PILE WITH 8"0 MIN. TIP CCA TREATED " CONTRACTOR SHALL FASTEN o, 8" MIN. TIP (TYP.) TIMBER PILES (TYP.) GIRDERS AS PER ALUMINUM RCASE TO 3 � MANUFACTURERS INSTRUCTIONS. N C O M.LW. EL=-1.87t U N (n PROPOSED (2) 3"X10" CCA 1.7'-6"t TREATED TIMBER GIRDERS o- FASTENED W/ 1"0 GALV. j 8'-9"t 8'_9"f TIMBER BOLTS o+ c SECTION C-C ° TIMBER & ALUMINUM STAIRCASE c°� _ SCALE 1"=2' (22"X34") a SCALE 1"=4' (11"X17") v 0 PERMIT PLANS NOT FOR CONSTRUCTION o E E D V o DATE 81' DESCRIPTION APPROV. BY REVISIONS 0 APA 1 0 2025 TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NEW YORK 6050 PECONIC BAY BLVD o_o IMPROVEMENTS N 0 Southold Town 0 0 Board of Trustees TYPICAL SECTIONS-2 I � O L. K. MCLEAN ASSOCIATES, D.P.C. p 0 ENGINEERS&SURVEYORS 457.SOUTH COUNTRY RD.,BROOKHAVEN,.KY 11719 N p N PROJECT DESCRIPTION: NOTES: Deeigaed By: KJM Saale: AS SHOWN sneer Na. rn PROPOSED IN—PLACE REPLACEMENT OF 139 LF OF EXISTING WATER BODY: S.H.W.= 1.97t p tN GREAT PECONIC BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE v TIMBER BULKHEAD, 13' NON—TURF BUFFER, TIMBER M:H.W.= 0.97t COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. Drawn By: RAC. Date: APRIL 2025 6 OF 6 °% PLATFORM ALUMINUM STAIRCASE, & GRASS RESTORATION. M.L.W.= —1.87t a / 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS F1e No. 24212.000 SURVEY OF PROPERTY SITUATE LAUREL ': TOWN OF SOUTHOLD io SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-02-07 SCALE 1 "= 50' AUGUST 26, 2024 OCTOBER 25, 2024 STAKE PROPERTY LINES '� o0 izal LA A`o, AREA (TIE LINE) = 47,573 sq. ft. ���j 1.092 cc. ` b� ls.7D e g AREA (DEED) = 58,197.3 sq. ft. O bi t 0 1.336 cc. ���:, � TEST HOLE DATA 1=32 (TEST HOLE DUG BY SHAWN M. BARRON. M.S. ON SEPTEMBER 9, 2024 •\ EL 14.78' O. x co ••\ 14.11 SANDY LOAM WITH GRAVEL(SM) y 17' 9 a 2 1J \\ T-� Q G <• MD(ED SAND WITH GRAVEL(SP) Q �. 'X yMZ N lE \ Os \ EL?28' \ 12.5'WATER ENCOUNTERED \ \ .1= \ X \ � WATER IN MWED SAND WITH GRAVEL(SP) \ 6.a3 \ \ 1592 WT7.U"d ANNE FROEHLICH \\ BQ \ ASW N/O/F \\ 16 6!? m THE TRUSTEES OF 2HEy�8 i JOHAr S. ROZANSEY Jr. TRUST \ i \ 1 \ \ 1B.a2 1 \ X 15.21 t^ \\ -` 1 ,tew \ 0 14.D4 2 14M \\ G• 51�5 NpYt� 'M 1 \ 14.83 QPyEYt x w e o �g •0y° OILeg(B aR� x Nt� lroWfg°��Q 14-87x dd 1a.se = e�CF x 11.Ofl o° �1� 13.69 A'E P PSO x14.o7 A- x ��1 0 G 13.53 YY� \i 41111 LEGEND: - STAKE SET 11 O3 r • MAG NAIL SET ��v END.BRICK ENCLOSURE ry �` ti UTILITY POLE Gj�� VO �01 WATER METER A�� ` $ TEST HOLE NOTE'LOCATIONS AND SOSIFHCE OF ANY t SUBSURFACE UTUM AND/OR STRUCTURES NOT READILY NSME,ARE NOT COUTIED. 10 ��`'�ry0 METES AND BOUNDS SURVEYING " '�' °max° W I A 1111E 97D01 M �Og C2 53 PROBST DRIVE W .uMA 0''.m SHIRLEY. NY 11967 EM s•1W�wjpn,OF Aa ElE,s,>ax,Wx PHONE (516) 972-5812 awr' jJWaN 2.a TW fE'1aWc s�vE surveydude�Dptonllne.net •co,w Oom ff.o,1,4w1 of tHs■MY nap rot nnrbd.Dh m o,ipinol or tM TmM LOTS: 07 BLOCK: 02 SECTION: 128 DISTRICT:1000 ..t b.— W a wca t col MAP OF: .O tlon mmmaa M.w .war a�,°o. Bd..urvy.m p.00�.�to aeoomm�.Ith tM Wdemq CLtl.'of ProGie.ror laq Slevy. try tM N-Ymk Slob Atmciatkn or 1 land 91n - soil i SITUATED AT: LAUREL c.rUTtootlo.N mI mo on,t.�•W. I TOWN OF SOUTHOLD. SUFFOLK CO., N.Y. r0fh" °"111"r b 'aid m hb ,MOTES: \j bNoR to th I..OIN r go�nnrnWl TRACY G. & BRYAN P. KAPPENBERG owrWunaam,. In on bb to 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BTK REALTY LLC EXISTING ELEVATIONS ARE SHOWN THUS:x9�� CERTIFIED CHICAGO TITLE INSURANCE COMPANY ABSTRACTS INCORPORATED JOB NO.: 24-296A DATE: OCTOBER 25. 2024