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HomeMy WebLinkAbout1000-16.-1-1 OFFICE LOCATION: %19 SDVp� , MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) c/3 Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALI7AATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 10, 2024 Re: LWRP Coastal Consistency Review for JOHEPH MINETTI SCTM# 1000-16-1-1 L.K. McLean Associates on behalf of JOHEPH MINETTI requests a Wetland Permit and a Coastal Erosion Permit to install a steel bulkhead and two returns with anchorage system; re-use existing stone on-site as toe stone and install new stone; excavate an area for toe stone installation; and to install and perpetually maintain a 10' wide non-turf buffer consisting of a stone splash apron and plantings. Located: 2500 Point Road, Orient. SCTM#1000-16-1-1 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. It is recommended that the sanitary system be relocated and upgraded in a location as far from surface waters as possible 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 Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM JUL 0 3 2024 Sout o d 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_.profiosed action_will...be evaluated._ as.,to its si ufi�cant beneficial.and adverse effects,.upon the:coastal area(Wh eli.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:,explainW.in detail;..listing both.supporting'and non ,suoporting1facts. If an action cannot be certified as consistent with the LWRP policy standards and conditi6ns,`1t:sha1l.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 :016 - 01 001 PROJECT NAME 2500 Point Road Shoreline Stabilization 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: i Shorelina stabilization project--Install ±1 1-LE of steel-bulkhead w/an .horgp,q�stem Re-use existing stone on-site as toe stone (±27 CY over±175 SF) and install new stone (±104 CY over±675 SF). Install.10'..non-turf buffer consisting of stone,splash apron (±80 CY 6ver-±1,000 SF) and plantings:Excavate±210 CY over±850 SF for toe stone- installation. Location of action: 2500 Point Road, Orient, NY 11957 Site acreage: 0.577 Present land use: 210: Simplex Present zoning classification: Residential 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'appl'icant: Joseph Minetti (b) Mailing address: 2500 Point Road, Orient, NY 11957 (c) Telephone number: 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?USACE, NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion: DEVELOPEDtOAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable It -- - - . _. nron _ y line. The-impose.of this �r ject_is to protect.the property-from-continued erosion and stabilize-the shoreline. The existing.bulkhead is in a state of disrepair as a_result..of recent storm damage..and the proposed '~bulkhead is to be-installed 3 to 8 feet landward of the existing bulkhead. There will be.no loss-of economic, ._.-. envir6rimental,_or aesthetic values_asso—dafed with this area, and there'will-be no adverse environmental .impacts that would result from the proposed improvements._ Th6feforeAheprojecf - corisisterit-With=the p6licy; 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 There are no historic resources that will be affected by the construction of the proposed impomments. The project includes_removal of.the_existing concrete bulkhead-and replacement with steedbulkhead with anchorage system.' _The proposed bulkhead is to be installed 3 to 8 feet landward of the existing bulkhead. The existing purpose of the site will remain 166 same, an ere will be no physical alterations o any is 3rical resource. of c is consistent with a-po icy.- Attach additional sheets if necessary- - w 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 waterfront project,_and it is important that the visual quality of the area be maintained_or improved. No existing vegetation will be-disturbed-during coristructiori.The existing purpose of-the site will not be altered; and _. _ - T - __ - -- - ere-wi I I be no-adverse-impacts on-the 46t a i 0'val ues,o a-area.= ere ore, a projec is consis en wi 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 The purpose_of this;project is:to replace a damaged bulkhead and install toe stone to stabilize-tfieTshorelhe and` protect it from further erosion. The-existing bulkhead is deteriorated and in need of replacement,-otherwise .,ere is-9-risk of losing-material from the landward side into the waterway.) ;_,rep acemen- of the-bulkheaTWIl ensure the stabilization of the property. I he_rptore,'the project is consistent with a policy-. - -- --== 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 The purpose of this project-is.not related to treatment-or any type.-of.alteration_to the water-quality.-and supply.in. the Town of Southold. The-purpose of this project is to replace the damaged bulkhead_ and install toe stone to stabiIiie-4b shoreline.-There will be no.adverse sff_ects on_water-quality and suppy^in the Town ofSouthold as, afesulfof this project.°:Therefore;the projecfis consistent-with the 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 III-Policies; Pages 22 through 32 for evaluation criteria. 0 Yes ❑No'❑ Not Applicable s The project is located at the Eastern end of the North shore of Long Island, in which the adjacent areas are identified as Significant Coastal Fish and Wildlife Habitats. This-project entails replacing the damaged bulkhead and installing a new bulkhead 3 to 8 feet landward from existing, as well as installing toe_ protection stone. There will-be no disturbance t6wetlands and no adverse effects o the Signiticant Coastalisft and Wildlife _ Habit a s. ere ore, a profec is eMhM en wi a po icy.- --- -^ 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 There will be no discharge of radioactive material into the atmosphere and no pollution from new or existing stationary-air contamination sources. There Will a no a mosp enc deposition of pollutants to the sound from any source. -1 herefore, the project is consistent with-the policy. - - - - 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 0 Not Applicable There will be no.discharge of pollutants into coastal waters during this project. There will be no hazardous substances and-waste transportation.-Therefore, the project is'consistent with the policy. 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 0 Not Applicable This project is located entirely on private property, and thus there will be no ability to.provide public access to any_type of public land or coastal waters. Similarly,.there will be no-reduction of public access and.recreational use of coastal waters and public_-lands within the Town_ of Southold. The.purpose of this project is to Y_eplace— e exis ing concrete bulkhead. I hbretore, the project is consis en wi a po icy: ---- - Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable The:purpose of this.project.is to replace an.existing.concrete_bulkhead on private_property. :The_existing _ shoreline is_erodirig at a.rapid rate and it is necessary to take"immediate action to.prevent reduction of the Town of Southold's shoreline. Therefore, the project is consistent with the,policy. _._ _ _ - 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 Z Not Applicable ` The purpose-of this project is to replace the existing concrete bulkhead to protect the shoreline that is-rapidly. -. eroding. The-completion.o-f thisprb ect will not result in any.adverse effects_on.marine habitats_-or marine environments. Therefore, the project is consistent with the policy. 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 Z Not Applicable This project is located at the-Eastern end.of the North shore of Long Island.- The land within the project area is _not state-designated important agricultural land. Subsequently,-_there_will be-no adverse-effects to the-,_ _-- :agriculturel lands-in the Town of Southold..Tfierefore,.the`project is consistent with the..policy. _ 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 purpose of_this facility is.not-related to development of energy.and/or mineral resources. The purpose-of _. this project,is to replace the existing concrete bulkhead- There will be no interference with coastal_resources or r esses_tlunng_or after construction. _Appropriate site-,preparation techniques will be_used-to ensufe1opsoil-is preserved and any restoration will be performed'as necessary. Therefore, the project is consistent with the PREPARED BY Keith J. Masseria, P.E. TITLE Vice President, LKMA DATE to�aH f � 2500 POINT ROAD SHORELINE STABILIZATION ORIENT, NY o fir:.: ,• ,.(�, . ° -: F ..�4 PHOTO 1—MAY 2024 (SEE EXISTING CONDITIONS PLAN) „T- 'ZIA �^ yam. PHOTO 2—MARCH 2O24 J U N 1 2 2024 (SEE EXISTING CONDITIONS PLAN) 2500 POINT ROAD SHORMNE STABI LIZATIO Southold 'Town EXISTING CONDITIONS PHOTOS NiARC-T/MAY 20 oard of Trustees L 9 tit it ORIENT, NY L.K.McLEAN ASSOCIATES,D.P.C. 5 .. ILt9 FYI T f M{ it If�.t •.�, t y' fir.' 7', 'V� 5 PHOTO 3—MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) 17 1. �3 2 +• t� �`1i� t•St� wee `F,�,t a a� FY r YysKt"��,+i .4Vl11�a iL n PHOTO 4—MARCH 2O24 i t C (r11 � ` r (SEE EXISTING CONDITIONS PLAN) I U i I J U N 12 2024 2500 POINT ROAD SHOO E]L][NE STABILIZATION Southold Town EXISTING CONDITIONS PHOTOS VARC�-IMAY-2©2 hoard of Trustees Lgilil ORIENT NY L.K.McLEAN ASSOCIATES,D.P.C. +fit ti. 3•'-.' �.,q .r `rc, PHOTO 5—MARCH 2O24 (SEE EXISTING CONDITIONS PLAN) s d, � �°� •�� y •��. Kew �- .. r•�' F y X PHOTO 6—MARCH 2O24 U (SEE EXISTING CONDITIONS PLAN) I JUN 1 2 2024 Southolct Town 2500 POINT ROAD SHORELINE STABI LIZA ION Board of Trustees EXISTING CONDITIONS PHOTOS MARCH/MAY 2024 LIKAIA ORIENT, NY L.K.McLEAN ASSOCIATES,D.P.C. PHOTO 7—MAY 2024 (SEE EXISTING CONDITIONS PLAN) a�a i► PHOTO 8—MAY 2024 (SEE EXISTING CONDITIONS PLAN) fil JUN 1 2 20.4 2500 POINT ROAD SHORELINE STABI LIZATIOI outhola Town EXISTING CONDITIONS PHOTOS MARCH/MAY 2024 r_i of Trustees LIKAIA ORIENT, NY L.K.McLEAN ASSOCIATES,D.P.C. s�NO nI SONG a�P'�nMw�, d� �/2 . r P' 40 M� 2 F.p.25 41, FOR PCL NO 0�. / U SEE 6EC NO Q / Msaaooa, -o p0 // ry0 / O / r Y Nonce .✓' "� COUNTY OF SUFFOLK © x , eF SgIT101D SECTlo NO Re al Property Tax Service Agency r CC P ,Yt �Rc,no 1ME 1V PROPERTY MM 25`�.D ',0�,�,,,T %:'OAS ',; iORl' ;,'„T :SURVE,Y AT�� 0,tliER, N,uT PO .�o;,, , TTOW '; ';OF SO;U. 1'. {O D' r , 10,0 af-16=011-01 ' I :SCALE:. 1' _ ,3 4' r FLOOD :ZONE ILINE ;JANUARY.29, .2013 ,FEBRUA,'RY t i ' 19 20;1.9; 70 A'BRUIArRY '08,. .2022 :''REPAIRED SEA, 'WAI:�L)'' / NOR,7HEA,'srTERCrY ;TERMIN'.US i; ZQNE.X' OF ,f5',EASEMENT E F To NF I I ° s %A; ;; ��;��' �`j". `, - � ,:" '�=•'ti0.6 `'.0�;�,9,c�' 10,E ( /' ,,�0 •• ' ,-� . "'`' ,fir• -''� ,��'�, . , , w IS,00INWES;TERLEY sTE'RMINUS• OG �` r?. •�`g,,.`� 1A� \ 051 G ti ��o• T Fy ,000, �_. +` "ROCK ARMOR., r5v� �i05 / 4 G' y. es In I Li :KEY , ( JUN 1 2 2024: N _ WELL Sou�holc'Tovvnl 14 Board of Trustees i _ ',TEST HOLE ;PIPE ?■ = ,MONUMENT :TOP' 10F SLOPE ;' _ INETLA'W .FAA,+G rTW. TOP OF WALL ARE — 19;864 (S�: .FT. %tia'o�n +FLOOD' ZONES,FROM'-AIRM, .NO ,36,1;QJC0086H'SEP:T .25, 1009 {, i !ELE.VArTIO/VS',A'N'D 4ON',TOURS,ARE?REFERENCED ,TOr.NAVD: 'f88 t ` ! r (' N.,Y S rLIC WO:� 496-1'8, I':ANpY.ALTER'A1,70N OR,ADD1,776N TO r7H'1S:SUlR,VsY JS- A 'IVIOL'A,:TION; rPEtCQNIC `' RiWFlY0RS, P. tOF;SECTION :72.090F fTHE WEW rY,ORK:STWE JEDUCA.WOU'lA%W r 16311 765 '5®20 'FAX ;;63.1' 765-1797 :EXCEFrT A''S.PER SEVION 2209-,SUBDIVISION 2._ALL r00,71,'I.CA TONS. ( , � > 'PaO: (BOX ' tHEREON' A'R.E tVAL`ID-JFOR 'THIS MAP, AND.(COPIES, :THEREOF I:ONL4Y;lF � ` SMiPIE iEARiHE.IRESED 'SALF THESJER' 120 TRA' !ELER STREET 3 ! WHOSE:SIGNA,�IURE'APPEA.'RS��H'ERE-ON SOU;TH;OZ%D;..fN;iY 1',1971 i 1' 1`;D9 INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 7 103 3l ZpO 3 SOIL BORING PLAN Z 80 p 4 GENERAL PLAN 1013 i38 12 GTO 5 TYPICAL SECTIONS 99 !00 71 93 60 00 /05 so 8 74 Rgei 36 nd * 14 22 O 88 63 * Orient Pt 1 GENERAL NOTES 5/ 53 O�S�et mP WLighthouse MjQ,ko 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 6 DISPOSAL. NO DEBRIS IS PERMITTED IN TIDAL WETLANDS AND OR PROTECTED BUFFER AREAS. 55 4/ i7 26 Z 2. THERE SHALL BE NO DISTURBANCE TO VEGETATED TIDAL WETLANDS OR PROTECTED BUFFER AREAS AS A + Orient f6 RESULT OF THE PERMITTED ACTIVITY. •• point 3. THE STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE CONFINED TO THE UPLAND AREA ?O + + •sBl• inv7 , LANDWARD OF THE BULKHEAD. + ORIENT POINT 4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN # ,� � • ••SUM s ',COUNT! PARK PARK ONE (1) WEEK SHALL BE CONTAINED BY A CONTINUOUS LINE OF STAKED HAY BALES/SILT CURTAIN (OR + r<.ox �• •' OTHER NYSDEC APPROVED METHOD) PLACED ON THE SEAWARD SIDE BETWEEN THE FILL AND WETLAND + .•• �J OR PROTECTED BUFFER AREA. TARPS ARE AUTHORIZED TO SUPPLEMENT THESE APPROVED METHODS. 4r. Nr+F •. o �� FE, 5. GROUNDWATER/nDAL WATER ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED BY THE •• O1 0 ,• •1 2 _CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE FOR OEWATERING REGARDLESS OF THE ELEVATION AT THE TIME OF CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY NECESSARY PERMITS REQUIRED TO PERFORM DEWATERING. J, `• •, •QC/ /5 Cem �•' Orient::'•.• ' arina PROJECT LOCATION MNa° Pointy/+�.• •, Q s STAIUI► m - 25 y O m A. /4 +• C eo-' a g/o 9 Terry q„e �� �J Cem u ORIENT BEACH STATEPARK / LOCATION MAP 1000 0 1000 2000 m in SCALE 1'=1000 FT 0 U m 0 PREPARED AND ns PERMIT PLANS FOR � J UN 1 2 2024 RECOMMEND D2500 POINT ROAD, ORIENT POINT DATE: SUFFOLK COUNTY � � y a R06fRT STEELE, .E. — NYSPE Lic. No. 077397 ORIENT NY = L. K. MCLEAN ASSOCIATES, D.P.C. o LK&A437 SOUTH COUNTRY RD. BROOKHAVEN. NY 11719 0 E c e'o THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS J U P!E 2024 in ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER N a THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE 4 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER us ro MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION j (NYS ED. LAW SECTION 7209-2). a LKMA PROJECT NO. 24061.000 i OWNER: SUFFOLK COUNTY ADDRESS: N/A AL ORIENT POINT, NY SCTM #1000-015-09-006.001 h •r A4 OWNER: JOSEPH MINETTI PHOTO N0. 1 PHOTO N0. 2 ADDRESS: 2500 POINT ROAD ORIENT POINT, NY SCTM #1000-016-01-001 • + '�": :,�y�`` ter. • 2�� � {"ply' ' x� �:° �<- � �: 1 �3 t � o r �' ' GARDINERS BAY F .. . PHOTO NO. 5 PHOTO NO. 6 0 �+ s U C N r x 8 rn �� c 0 0 U t, a PLAN c SCALE 1"=20' (22" x 34") PHOTO NO. 7 PHOTO NO. 8 0' LEGEND SCALE 1"=40' (1 1" X 1 7") DATE BY DESCRIPTION APPROV. BY GRAPHIC SCALE REVISIONS DESCRIPTION SYM@pL 20 0 20 40 TOWN OF SOUTHOLD E PHOTOGRAPH LOCATION WITH DIRECTION # SCALE IN FEET �1 SUFFOLK COUNTY NEW YORK az TAKEN AND PHOTO ID / 40 0 40 eo ;; POINT ROAD, ORIENT POINT N a ° APPROXIMATE SUFFOLK COUNTY J U N 1 ? 2024 _1 a TAX MAP UNES SCALE IN FEET EXISTING CONDITIONS PLAN oSUFFOLK COUNTY TAX MAP SCW iDD-183-01-85 Of N W l'o o No (DISTRICT-sECR10N-eL0cK-LOT) y~o tf��f*\.. L. K. McLEAN ASSOCIATES, D.P.C. 04 p I - ENGINEERS d SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 ADJACENT WATER BODY: NOTES: Sheet No. °o�o GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE Dr.I9"ed� KJM Sole: AS SHOWN "jJ �', j COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 397�p 0—Br R8C Do:.: JUNE 2024 2 OF 5 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. __5� Appo"w W: RAS Fa.N..24061.000 NOTES: 1. PAVEMENT CORING/SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. 2. GROUNDWATER ELEVATIONS SHOWN ARE SUBJECT TO VARY. A y 6y � 1 1 Unified Soll f, Depth Blows Per Classification TB# (6")Inches and NYC BC N•Value Soil Sample Description Class &1 0-2 FEET BLG 4-5-5-4 Misc. N/A I Loamy Topsoil,Brown Fine Sand wl Trace of Sift Sample 1 . f ` 2—4 FEET BLG 3-3-5-8 SM 8 Brown Fine Sand wl Some Sift Sample 2 L 4-6 FEET BLG 7-11-11-11 SP 22 Brown Fine Sand wl Trace Sift Sample 3 Ir ; �OPO 6-8 FEET BLG 11-11-1113 SP 22 Brown Fine Sand wl Trace Silt and Some Gravel Sample 4 r s � 8-10 FEET BLG 8-7-9-14 SP 16 Brown Fine Sand wl Gravel Sample 5 s E"1 15-17 FEET BLG 14-20-10-6 SP 30 Brown Fine Sand Sample 6 r 20-22 FEET BLG 10-7-5-5 SP 12 Brown Fine Sand wl Trace of Sift Sample 7 25-27 FEET BLG 4-7-7-9 SP 14 Brown Fine Sand&Gravel Sample 8 -o ` 30-32 FEET BLG 74-5-4 SP 9 Brown Fine Sand Sample 9 _a O nb� DEPTH OF GROUNDWATER = 12.7' rn _ .t m _ ^ 0 o, o o `. Ft { JUN 1 " C O k � GARDINERS BAY LEGEND: o d j-# SOIL BORING LOCATION DATE BY DESCRIPnON APPROV. BY PLAN GRAPHIC SCALE REVISIONS - PLAN 0 20 4-0 B-1 TOWN OF SOUTHOLD 9 SCALE 1"=20' (22" x 3a") SUFFOLK COUNTY, NEW YORK SCALE 1"=40' (11" x 17") SCALE IN FEET POINT ROAD, ORIENT POINT ca c 40 0 4-0 80 t O g SCALE IN FEET SEOF Eke SOIL BORING PLAN N * �93 A rt(0'G�� N 0 ^ *'. L. K. MCLEAN ASSOCIATES, D.P.C. NN p CIi ENGINEERS 3 SURVEYORS 437 SOUTH CDUNTRY RD.,BROOKHAVEN,NY 11719 ADJACENT WATER BODY: NOTES: L% I.FNI] o C) 7D..Ig-d W. KJM s-w: AS SHOWN o GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANEjCOORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. M)N 13—BY RBC D<.: JUNE 2024 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By. RAS r-d.N0.24061.000 NOTES: POINT ROAD 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOID72A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. N 39'19']I'E 4. SECTION A-A: INSTALL ±151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. 100.00' PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 3' TO 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE-USE EXISTING C�NC. ON-SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY t27 CY CGNC. MNN (t60 TON) OVER *175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=1.5 TMON. TON), EQUALING APPROXIMATELY *104 CY (f230 TON) OVER 3675 SF. INSTALL 10' 2500 POINT ROAD WIDE NON-TURN BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB, ±80 CY OVER t1,000 SF) AND PLANTINGS. NO STONE OR FILL WILL BE PLACED BELOW I 1 SPRING HIGH TIDE LINE. I 1 OWNER: SUFFOLK COUNTY OWNER: JOSEPH MINETTI ADDRESS: N/A ADDRESS: 2500 POINT ROAD OWNER: SUFFOLK COUNTY LEGEND: ORIENT POINT, NY ORIENT POINT, NY ADDRESS: N/A SCTM /1000-015-09-006.001 i SCTM g1000-016-01-001 I ORIENT POINT, NY i SCTM /1000-015-09-006.001 . WWW PROPOSED LAWN RESTORATION WITH TOPSOIL AND HYDROSEED } �O 10' WIDE NON-TURF BUFFER � G CONSISTING OF 2 LAYERS OF STONE 2 i SPLASH APRON (W-400 LB, ±80 CY) O� 3 AND PLANTINGS �G ? PROPOSED TOE PROTECTION STONE (RE-USE T m /'"� ON-SITE MATERIAL WHERE POSSIBLE, SEE NOTE 4) O H I W (W-1.5 TON) 1 Ma �? PROPOSED CONSTRUCTION ACCESS PATH Z PROPOSED EPDXY COATED APPROXIMATE LOCATION OF �' 2 STEEL SHEETING WITH CESSPOOL CONTRACTOR SHALL I OT T ANCHORAGE SYSTEM APPXIMATE PROTECT AND EXERCISE CAUTION SUFFOLK ROCOUNTY DURING ENTIRE PROJECT DURATION I Z 50 AS TO NOT DAMAGE THE TANK. G LIMIT OF CLEARING AND I !� T PROPOSED 12' WIDE 'n GROUND DISTURBANCE TAX MAP LINES LIMIT PROPOSED TOPSOIL AND SEED I CONSTRUCTION ACCESS PATH - — APPROXIMATE LANDWARD LMR OF NATURAL PROTECTIVE FEATURE AREA(COASTAL EROSION CONTRACTOR SHALL RESTORE HAZARD AREA CLASSIFICATION) CONSTRUCTION ACCESS PATH PROPOSED 10' WIDE NON-TURF I I I 46'-9�t 1 IF DISTURBED DURING BUFFER CONSISTING OF 2 LAYERS �- I CONSTRUCTION EXISTING ARMOR STONE OF STONE SPLASH APRON (W=400 LB, ±80 CY) AND PLANTINGS �LMR OF CLEARING AND GROUND DISTURBANCE (TYP.) Oq L — — — — — J EXISTING CONCRETE BULKHEAD 3 EXISTING 1 • + `+. •++ APPROXIMATE LANDWARD LIMITLIMITOF 0 SLOPE .�. �. �. � 1 NATURAL PROTECTIVE FEATURE AREA (COASTAL EROSION HAZARD o - _ + •• tea`+` + ` • • `,`„`„` `.`„`.• ` _ i AREA CLASSIFICATION) EXISTING BUILDING c • `I�.`. +�+. - r APPROXIMATE LOCATION OF CESSPOOL y 24'-3't EPDXY COATED _ STEEL SHEETING W/ 20'-0• ' _y_.—O _ L — — J s ANCHORAGE SYSTEM 1LIMffS OF ANCHORAGE SYSTEM + 25'-3�t EPDX1'COATED rn ' STEEL SHEETING W/ S.H.W. = 1.15t 10'-0't ANCHORAGE 9YSTEM M.H.W. = 0.85E o 8 / GRAPHIC SCALE '-4`f o __ - _ _ - - 15 0 15 30 2 _ _ c — SCALE IN FEET 0 - - 100't EPDXY COATED STEEL _ --- --- M.LW. _ -1.75t 30 0 30 o SHEETING W/ANCHORAGE SYSTEM SEE TYPICAL SECTION _ -� �— ___ K^TICE L SCALE IN FEET iV,TER ON 05-15-2DE4 Ar 11'05AM — — — — a PROPOSED TOE PROTECTION STONE DATE BY DESCRIPTION APPROV. BY GARDINERS BAY A� �o0o (RE1U5 TON 0 -SITE MATERIAL) REVISIONS TOWN OF SOUTHOLD E o EXISTING ARMOR STONE PLAN EXISTING CONCRETE BULKHEAD TO BE JUN 2024 Lilitlit — BUTTOCK COUNTY, NEW YORK o TO BE RE-USED AS Kr TOE PROTECTION STONE PLACED BEHIND PROPOSED BULKHEAD M AS FILL MATERIAL _ v b SCALE 1"=15' (22" x 34") POINT ROAD, ORIENT POINT �i 0. PROPOSED f 151 LF STEEL SCALE 1"=30' (1 1" x 17") O BULKHEAD W/ANCHORAGE SYSTEM. GENERAL PLAN 1 N FACE OF PROPOSED SHEETING FIVE cv SHALL BE INSTALLED t3' TO f8' A c•I O LANDWARD OF THE FACE OF THE SSP.+t st N o EXISTING CONCRETE BULKHEAD ^ •l� L. K. Mc GINEERS& REANVEYORS �ASSOCIATES, D.P.C. ADJACENT WATER BODY: NOTES: W pip"ed W. KJM scale: AS SHOWN4,Lh�N°' o GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE �z D. 9 RBC Dm.: JUNE 2024 �N COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. a�,`� ' 4 OF 5 a 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. —�N Aaoro�ee BY: RAS File Na.24061.000 NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011). 2. THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A). 3. CONTRACTOR SHALL ENTER SITE VIA PROPOSED 12' WIDE ACCESS ROUTE AND TAKE CAUTION AS TO AVOID THE EXISTING CESSPOOL WHERE SHOWN ON THE PLANS. THE LOCATION OF THE CESSPOOL IS APPROXIMATE. 4. SECTION A—A: INSTALL *151 LF OF STEEL BULKHEAD WITH ANCHORAGE SYSTEM USING 25' LONG EPDXY COATED (COAT TOP 20' BOTH SIDES) NZ19 SHEETS. PROPOSED FACE OF SHEETING SHALL BE INSTALLED APPROXIMATELY 3' TO 8' LANDWARD OF THE FACE OF THE EXISTING CONCRETE BULKHEAD. RE—USE EXISTING ON—SITE MATERIAL AS TOE PROTECTION STONE, EQUALING APPROXIMATELY *27 CY (*60 TON) OVER 1:175 SF, AND NEW ARMOR STONE WHERE NECESSARY (W=1.5 TON), EQUALING APPROXIMATELY ±104 CY (t230 TON) OVER ±675 SF. INSTALL 10' WIDE NON—TURN BUFFER CONSISTING OF A STONE SPLASH APRON (W=400 LB, ±80 CY OVER t1,000 SF) AND PLANTINGS. NO STONE OR FILL WILL BE PLACED BELOW SPRING HIGH TIDE LINE. 20 68'-9"} PROPOSED PLANTINGS TO HOUSE 18 BLACK ALUMINUM I O HOUSE 32'REST RAILING (42" HEIGHT) I TO HOUSE LIMITS OF RESTORATION 16 I 10 t PROPOSED TOP OF BULKHEAD I 2500 POINT ROAD MEET EXISTING NON—TURF BUFFER ELEVATION — ±12.50 I 14 1 IX. EL 12.54f I _ 6"t EXISTING HOUSE PROPOSED 6"TOPSOIL 1 3'-10"t EL 13.00t AND HYDROS® 1 5,-1"t GAROINER'S BAY 0 EXISTING GROUND / BACKFILL WITH SUITABLE J TOP OF EXISTING CONCRETE ON-SITE MATERIAL A BULKHEAD EL VARIES t4.50 TO t8.50 EXISTING FAILED CONCRETE SELECT FILL AS REQUIRED _ VARIES BULKHEAD TO BE USED AS RE-USE ON-SITE MATERIAL t3' TO 38'� BACKFILL BEHIND (t325 CY) - _ I PROPOSED BULKHEAD 6 1¢"X6-1¢"X7-Y"A572 GRADE 50 -11 I G GALV. STEEL TIE ROD BEARING PLATE A572 GRADE 50 GALV. STEEL DOUBLE �y I _ CHANNEL WALER (2) C10X25 — S.H.W. EL LI5t I M.H.W. EL 0.85t 1-310 F1554 GRADE 55 ALL-THREADS BAR do CONNECTIONS O 9.19' O.C. AS I I — i 2 MANUFACTURED BY WILLIAMS FORM 2 LAYERS OF TOE STONE. RE-USE EXISTING _ - ENGINEERING OR APPROVED EQUAL STONE ON-SITE WHERE POSSIBLE (W=1.5 TONS) 10' LONG NON-CONTINUOUS STEEL- 8'-4"t SHEETING NZ19 A572 GRADE 60 TOE STONE EXISTING GROUNDEL. VARIES t1.36 TO f3.05 OR APPROVED EQUAL (UNCOATED) PROPOSED 12" THICK LAYER ROPOSED 12"THICK OF BEDDING STONE. -LIMITS OF UNCLASSIFIED LAYER BEDDING STONE W-40 LBS EXCAVATION (TYP.) (W=300 LBS) 2 LAYERS OF STONE SPLA:II'. EXISTING STONE TO BE (f210 CY) ROPOSED GEOTEXTILE APRON, W=400 LETS REMOVED AND REINSTALLED FILTER FABRIC AS TOE STONE (TYP.) A572 GRADE 50 GALV. STEEL DOUBLE FACE OF PROPOSED STEEL SHEETING SHALL BE 3; CHANNEL WAI.ER (2) CIOX25 3"0 S.S. WEEPHOLE O 9.19' INSTALLED 3'f TO B't LANDWARD OF THE FACE c 6-X1"X6-Xt"X1-Ys"A572 GRADE 50 O.C. AS MANUFACTURED BY OF THE EXISTING CONCRETE BULKHEAD 4 GALV. STEEL TIE ROD BEARING PLATE JET FILTER SYSTEM LLC APPROVED EQUAL � 25' LONG EPDXY COATED STEEL NZ19 m N STEEL SHEETING A572 GRADE 60 OR APPROVED EQUAL TOP 20' OF SHEETING TO BE COATED WITH EPDXY (BOTH SIDES) a T y SECTION A—A STEEL BULKHEAD TOE STONE AND 10' NON—TURF BUFFER o SCALE 1"=4' (22"X34") o0 SCALE 1"=8' (11"X17") 3 0 i C O ___ DATE BY DESCRIPTION APP ROV. BY m REVISIONS N OF JI InI 1 1024 SUFFO1LK COUNTY,UNEWOLD YORK S CL POINT ROAD, ORIENT POINT v= a o o TYPICAL SECTIONS o NEW o . N p� ST` L. K. McLEAN ASSOCIATES, D.P.C. 0 * 1 (v ENGINEERS 3 SURVEYORS 437 SOUTH COUNTRY RD.,BROOKNAVEN,NY 11719 ADJACENT WATER BODY: NOTES: r W Sheet No. Deai9"ea By: KJM soai,: AS SE2024 0 o GARDINERS BAY 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 3 �' jCOORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. �p� . Dro BY: RBC Date: JUNE S OF 5 d 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. App a E By: RAS rie No.24061.000