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HomeMy WebLinkAbout1000-106.-6-1 OFFICE LOCATION: V� ap ✓� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 WR Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) r1�. G Telephone:631 765-1938 Southold, NY 11971 !, ► ® .... O: LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 3, 2025 Re: LWRP Coastal Consistency Review for AWC DOCKSIDE, LLC SCTM# 1000-106-6-1 L.K. McLean Associates on behalf of AWC DOCKSIDE, LLC requests a Wetland Permit for Marina improvements consisting of the as-built 6'x98', 6'x218' and 6'x12.10' (±1,988sq.ft.) sections of CCA decking along top of existing southerly bulkhead section; within a 10' wide area in front of existing bulkhead section incidentally dredge ±140 cubic yards over ±1,600ssq.ft. area to a max. depth of 6' below Mean Low Water (EL. -8.86) to reclaim soil lost from behind existing deteriorated bulkhead; excavate ±2,015 cubic yards of material over an area of 4,030sq.ft. between existing and proposed bulkheading to elevation -8.86 max (6' below Mean Low Water) with unsuitable material to be removed from site; remove ±160 linear feet of existing bulkhead and install new ±161 linear feet of vinyl bulkhead varying ±15' to ±32' landward of existing bulkhead location and ±1.8' higher than existing bulkhead; install a 22.3' north vinyl return and a 14' south vinyl return; construct a 26' long vinyl slotted breakwater off north end of bulkhead; create nine (9) 15'x35' slips by installing 10 new mooring piles and 10 new guide piles; install a 4'x40' gangway, one (1) 8'x53' and one (1) 6'x102' floating dock parallel to new bulkhead and install five (5) 4'x30' floating finger docks off of 6' and 8' wide floating docks; spread dredge spoil and raise grade in area landward of new and portion of existing bulkhead approximately 4" higher (±140 cubic yards over an area of 12,200sq.ft.); in an area around existing concrete slab, spread excess fill taken from area landward of bulkhead and raise grade approximately 18" (±230 cubic yards over an area of 4,140sq.ft.); a proposed pump-out truck with 1,000gal. capacity with potable water washout; and with the use of a turbidity curtain during construction. Located: 5505 West Mill Road, Mattituck. SCTM# 1000-106-6-1 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 INCONSISTENT with the LWRP. An application is before the Planning Board on the parcel. 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 as-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built structures do not meet Chapter 275. Wetlands and Shoreline Article 11. Permits § 275-11. Construction and operation standards. Chapter 275 states: Standards for residential and commercial docks; general rules. It shall be the policy of the Town of Southold that all docks shall be designed, constructed and located so as to reduce a dock's potential adverse impacts to navigation, public safety, waterway congestion, access to public trust lands and water, and natural resources and habitats. The following standards will serve as a basis for granting, denying, or limiting permits for the construction of docks. 1. The structures were constructed without a Chapter 275 Wetlands Permit. 2. The as-built includes 1960 SF of CCA-treated decking. 3. What is the composition of the dredge spoil used on-site? 4. The number and size of vessels that could be moored are not shown. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM JUN 0 3 2025 SOUTHOLD TOWN PLANNING BOARD A. INSTRUCTIONS 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 evaluAled, as to its .simiificant 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 ans*er must be explained M— detail;-listing both_.suoporting and now. unp sortin fae'ts. If an action cannot be certified as consistent with the LW".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# 106 _06 ,001 PROJECT NAME 5505 W. Mill Road Marina Improvements 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: Install±160 LF of bulkhead 10'-26'landward of existing bulkhead.Existing timber decking replacement with new CCA decking(t1,988 SF).Install 10 new mooring piles,10 new guide piles,and floating docks(1,635t SF).Excavate t1,670 CY of material between existing and proposed bulkheads. ±140 CY to be dredged a max.of 10'in front of existing bulkhead to remove soil that was lost from behind the existing deteriorated bulkhead. Project Description—5505 W. Mill Road Marina Improvements This project includes the replacement of a 161'± portion of existing bulkhead and other improvements to the existing timber decking at the marina located in Mattituck, along Mattituck Creek, which connects to the Long Island Sound. This marina houses fishing vessels as well as commercial parry boats docking approximately 12 boats with varying sizes. Bulkhead It is proposed to remove approximately 160 LF of existing bulkhead in its entirety and construct a new ±161 feet long vinyl bulkhead along the north side of the marina. The existing bulkhead is deteriorated and in need of replacement. The existing bulkhead will be removed and legally disposed of at an NYSDEC approved upland facility. Bulkhead item Section Length Sheeting Height Sheet Material Anchor System (Ft) (Ft) 20 161 SG-950 26 Yes (See General Plan for section locations) The face of the proposed SG-950 vinyl sheeting in Section A-A will be installed landward of the existing bulkhead, varying from 15 feet in the south end of the marina to 32 feet in the north end, to generate more space within the existing boat basin. By installing the new bulkhead landward of existing, approximately 4,030 square feet of underwater land will be created. This will also allow boats to dock without interfering with the federal navigation channel. The suitable excavated fill from the area between existing and proposed sheeting will be used to fill and grade out the area landward of proposed sheeting to finish grade. Any excess material will be legally disposed of. Approximately 2,015 CY will be excavated. All unsuitable material will be removed from the site and be disposed of legally at a NYSDEC approved upland facility. The top of the new bulkhead is proposed to be installed at elevation 6.00± NAVD88, which is approximately 1.8' higher than the existing bulkhead. The new bulkhead will also include 8"x8" greenheart exterior wales, 3"x8" greenheart rear wale, 2"x10" greenheart top cap, and #11 grade 75 steel tie rods. It is proposed to excavate the soil between the existing and proposed sheeting to a maximum depth of-8.86 NAVD88 (6 feet below M.L.W.). This area is a total of 4,030 SF. Approximately 370 CY of material will be spread around the site as depicted in the plans, raising the finish grade from approximately 4" to 18". Any excess material not used as backfill for the bulkhead or spread around the site will be removed from the site and legally disposed of at a NYSDEC approved upland facility. A silt fence is to be placed on the project site bounding the work areas to prevent sediment/silt migration off of the work area. A turbidity curtain is proposed to be installed seaward of the proposed work area in order to minimize in water turbidity and disturbance as a result �q of this work. E C E � V I� � 5505 W.Mill Road Marina Improvements M AY 1 6 2025 Page 1 of 2 Southold Town Board of Trustees Breakwater It is proposed to install a 26'-0" vinyl breakwater in place of the existing timber bulkhead on the northern side. The breakwater will consist of greenheart lumber and piles with vinyl sheeting. This breakwater will serve to protect the boats docking at this location. Mooring Piles It is proposed to install 10 new 35 feet long mooring piles. Floating Docks There are no existing floating docks at this location. Once the new bulkhead is constructed, approximately 1,635 square feet of new floating dock with untreated decking will be installed. The proposed floating dock will have a width of 6 feet for 102 feet and a width of 8 feet for 53 feet. The reason for being 8 feet wide is to provide room adjacent to the 40-foot long aluminum gangway. It is proposed to install approximately 10 guide piles for the new floating dock system. Timber Decking Along the southern sections of the marina, where the existing bulkhead is to remain, the existing deteriorated timber decking shall be removed and replaced with CCA timber decking. It is proposed to replace approximately 1,960 square feet of decking with widths varying from ±6 feet to±10 feet (See General Plan for section locations). Puma-out Station As per the Town of Southold requirements, a pump-out station with the capacity of holding 1,000 gallons shall be installed on the project site. This station shall also hold capacity for potable water in the need for washing out existing tanks. Summary • Install new ±161 LF Vinyl Bulkhead landward of existing bulkhead. New bulkhead is proposed 15 to 32 feet landward of existing. Approximately 2,015 CY will be excavated between the existing and proposed bulkheads. Approximately 4,030 SF of underwater land will be created. • Install 26'-0"Vinyl Breakwater in place of existing timber bulkhead • Install 10 new 35 feet long mooring piles. • Install approximately 1,635 square feet of new floating dock with untreated timber decking. Install 10 guide piles for the new floating dock system. • Install approximately 1,960 SF of decking with widths varying from ±6 LF to±10 LF. • Install pump-out station with 1,000 gallon capacity. All NYSDEC, ACOE and DOS permitting requirements will be met. ® EC EE WE 5505 W.Mill Road Marina Improvements MAY 1 6 2 Page 2 of 2 025 Southold Town Location of action: 5505 W Mill Rd., Mattituck, NY, 11952 Site acreage: 0.50 acre Present land use: Improved Present zoning classification: Mll Industrial 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: Keith J. Masseria, P.E. (b) Mailing address: 437 South Country Road, Brookhaven, NY, 11719 l (c) Telephone number: 631-286-8668 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character., preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 17Yes ❑ No ❑�Not Applicable This project includes removal of±160LF,of existing bulkhead,and_installation_of a.... ..._..._ LF vinyl bulkhead.-It_is also . proposed-to install 10 new mooing piles,to install 10 new guide piles, and floating docks (±1,635 SF). The_purpose of is P-roject is W encourage wa er-en ance recrea ion as we, -as allow fisning vessels anu commeraa pay ME=to - yi5lUg.s associated with this area and there will he no adverse environmental imnarts that would result from the pro Posed improvements. Therefore,the proiect-is consistent with the.poli V. - 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 improvements _ - 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 0 Yes ❑ No ❑ Not Applicable This is a waterfront protect and-it-is important that the visual quality of the area be maintained or improve_d No existing vegetation will be disturbed during construction. The existing purpose.of the site will not be altered, and there will be-lo adverse impacts on_the-aesthetic values=of the area. Therefore, theJprolect is consistent with the policy - 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 S through 16 for evaluation criteria Yes 1:1 No ❑ Not Applicable The purpose of this project is to replace a deteriorated bulkhead and install floating docks to encourage water-enhanced recreation The ekistmg bulkhead is deteriorated and in need of replacement,otherwise there is a risk of losing material from the landward side into the waterway. The replacement of the tiulkhead will ensure the stabilization of the marina. Therefore,the-project is consistent with the policy. Attach additional sheets if snecesary 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 0 Yes ❑ No ❑✓ Not Applicable e purpose o -_. Is project is not related to rea men;or any ty pe-91 a era iori to_ a wa er qua i y and/or supply in the T&A n of Southold. ere will be no a verse effects on water quality and supply In thTT6wn of SCUthold-as_a result-Of t Is project_ =_ere Ore,_t a proJect Is_corlsis e5 wl e po icy. Attach additional additi6nal 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. 7 Yes ❑No ❑ Not Applicable The project is located within Mattituck Creek in.which the northern area is identified as a Significant Coastal Fish and Wildlife Habitat This project entails replacing the existing bulkhead and installing a m new bulkhead 10 to 26 feet.laridward fro existing as well as installinq floating docks (±1.635 SF) and a total of 10 mooring piles and 10 guide piles There will be no disturbance--to wetlands and no adverse effects to the Significant-Coastal Fish and Wildlife Habitats. Therefore, the project is consistent with the policy.— Attach additional sheets ifnecessary Policy 7. Protect_and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. 1-1 Yes ❑No 0 Not Applicable There will be no discharge of radioactive materia_ I into the atmosphere and no pollution from new or existing stationary air contamination sources.There will be no atmospheric deposition of pollutants to the sound from any source.- Therefore, 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 ❑✓ 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❑ Not Applicable The purpose of this project directly relates to enhancing the recreational use of coastal waters and access to^these waters-in the Town of Southold from Mattituck Creek. The purpose of this project is % replace the deteriorated bulkhead and instalFfI6ating docks to encourage water-enhanced recreation. The goal is to provide increased docking space for both fishing vessels and commercial party boats. _There will be no negative impacts on the water access, and no loss of visual access as a result of this project Therefore the project is consistent with the policy. 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. V Yes ❑ No ❑ Not Applicable The_purpos�of this �roject dorecAlyrPlates to enhancing access to these waters in the Town of Southold from Mattituck Creek. The pi,rpose of this prn' is o renlarP the deteriorate_ b ul head and install floating do ks to Pnrourage water-enhanced recreation The foal is to provide increased docking spa for both fishinq vessek; as well ac rnmmPrrlal partV boats This will ensureMattituck Inlet - pen en uses == within the Town of Southold. Therefore, the projPQ1 is con i t nt 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 El NoEl Not Applicable The nurposp.,Qf_his prow tP- directly relates to enhancing the recreatboal I Ica of coastal waters and ar-rPcc to these waters in the Town of Southold from The increase space for ❑orking well e[]rnur o qe water nhanced recreation for both fishing vassals and commercial party boats within the Town_of Southold The completion of this projert will no result in any adverse Pffects on Mq[one habitats or marine Pnvironments. Therefore., the project is consictent w0th the policy. Attach additional sheets Ifnecessary 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 This proJect is located within Mattituck Creek The land within the project area is not state designate - aortant agricultural land Subsequently, there will be no adverse effects to the agricultural lands jn the Town of Southold Therefore the rpro 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 0 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 deteriorated bulkhead and install floating docks.to encourage-_ water enhanced recreation There will be no interference with coastal resources or processes duringor after construction Appropriate site preparation techniques will be used to ensure topsoil_is preserved preserved and any restoration will be as necessary Therefore the project is consistent with the-policy. = PREPARED BY Keith J. 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A,.��sA� e "�� COUNTY OF SUFFOLK© rmnce K r� , , loco sEcnww Real Praperlylax 5e *- Agency ru,x,wv<A.K><runa+aue oa v ' - E w aamiamw6TTvrw4TmearT� M 14 iw Y4.A. Bpm,w 106 N ws�L-- —— -- —— au m.r., u Jm fmhrl.pe,Pvriuu(,Y/14tr1 IFfMn UWIY TA%MpuG�OIEa A �' Yn1lerUf NWIIEII NSII+Bv' 611E p ,.rt rc INDEX SHEET NO. DESCRIPTIONTITLE SHEET,SHEEP, INDEX, & LOCATION MAP TOWN OF ' S 0 U T H 0 LD 1 T 2 EXISTING CONDITIONS PLAN j 3 SOIL BORING PLAN I 1 � ' SUFFOLK COUNTY, NEW YORK 4 GENERAL PLAN 5 TYPICAL SECTIONS — 1 i I - 6 TYPICAL SECTIONS — 2 ` 7 EROSION AND SEDIMENT CONTROL DETAILsj 1 - I o i { PERMIT PLANS FOR I 5505 W. MILL ROAD MARINA IMPROVEMENTS 1 _ MATTITUCK, SUFFOLK COUNTY,' N.Y. MAY,.. 2025 PROJECT LOCATION N j Mattituck * <f, •"g -inlet * Beili ••.• _ _ _ G [ � U10 Mattighkt.�\ Jetty: District P ° ^ �f_-Breakwater Beach � .� i� � •District Park1 •ge •hN _�j TIDAL 9 I oil s' p•;� n..:;., S �� . D, - MAY 1 5 2025 Captain Kidd o M CONSTRUCTION COMPLETED: - AUG�E Estates.. ,� p0A0 I ;• � \\ 54 ''� '• .�t� .' •°Do MIS - Southold Town � .:i 'I..�` D• '�• ••,FsT� 9 Board,of Trustees • i. CONSTRUCTION ENGINEER DATE TFIaI;:''; � ••37 63 ~ : I •• �5 t ore =" Shore . ti'\ po •• •O •• T PREPARED AND L11AR , L. SOUTH MCLEAN F ASSOCIATES, D.P.C. I 1 y •AVE. y RECOMMENDED BY: 437 SOUTH COUNTRY RD. CIROOKHAVEN, NY 11719 1 THIS PROJECT IS LOCATED IN MATTITUCK, NEW YORK ALONG THE ' j WESTERN SIDE OF THE MATTITUCK INLET. LOCATION MAP _ __ _ _ _ DART: +> > OBERT A. ELE, P.E. — NYSPE ic. No. 077397 j i =1,000 ANY PTHE EDUCATION W OF THE STATE OF y YORK PROHI ERSONFROMALIERING ANYTHING ON THE DRAWINGS - - #y�oa0.0 A. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R•s UNDER r- 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 � o77,397 I THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION �'GfFSSIONp`�'� (NYS ED. LAW SECTION 7209-2). - _ - i LKMA PROJECT NO. 23103.000 F i i J Slows Per 04Inches y �,c ' ✓` }j •h` oaf �r�.� ���t.� � � _ • :•• • • • •• ti� t pr!'�- ��.�+ 7=i �y , {Cum , �i"'"e�.` ,.# ��b.'���T �•e�ix ��i'3.r� .'.t t� ' � •.��}�?G a�'�4�1w I ,. - y ! {i •, " •y�,y - �f . w4^•7Ysy l ; ® mm ty � Ws� 4_ir',�Lr7�,> ,a.s4 tr- `/.. i �1 �sr „s' tt "R4C • :• ���, .,�,! :`t# ,,..;�'}ajy. Z�` `fie x>r�'� •'' � r�1 �\�'� C' •rJ a, - .t ,u • ��''�y-�A,,,t 4'cue' ,tR.,r � §- r ;u'� w � �� yy ��•• �M.i�w � ',.'4� "'sue a v''+ ,, -lSy'� I," i`' !{d 1•W.�Kii@f' M 3•u�l••� �9�. • � r [���uw�a�`Ye��'il-�kKyi'•.�-�'�i �..-`' �'��..' 'I� �'1• *.y� ��r� +� `� \ ®®© : n, ,.. � .; y ,I k..r.'�- �4c t .�'T,✓'�4 4 �<x''t. �t� � Ej r� -?.a .��'� . � �� .,v� r r. fL'' y XIS ` R ® • :•' • • MM ���,' •af" �s- �!✓ Y���Fr �t tk�•y t v r�b+_"�� ; �j,• � `;. U4 r t ''+ :1i0 '1 y#. .a.{ 'Y, 'a,•., .a'.r Yd`,i.�. f -r >, , } #:� w: 7.. ,,,I I .,: �w r., • { a ! bra+ •} 4 t. �, s fir'' .i 1$ _ •'�#;. /If ®®� +.�•� '2•�. i f.'-u-. �.�•- .fi _ie._ �- �� rrY• I�.'�' 7 I. .r, C+. .rr,;. I 4- •JJ' ., r�i.•.sy� .i'r'<�y�.•` .r "a•. !1 J i f.�7 �r. y- -•:e. '� a \""AFAr i r F� 5'•� i_�{�arrfi s5 '�'�t''�p�, �x i;,. .yi.,��'�'',.�.?Ey + y/� w`i_'Y��,�+• �'�a.' - a , �j y4:'J. /�R �0 •u;, F t ` rt, x •,v`Q���ig y ^Ys+"i _w Cf Y, a Y -s�yl' 1 �II I 1 uj 'N' r r" yj' yfi l�.�Z,�+j°�_ '�yXj �G�'-� �ry�t^'rty„ ii��i^5���i � 3��1�f}7 -i �-�,_ .!'• ,w� w w . w w � it I ITOWN OF SOUTHOLD • COUNTY, •' .. , .. '� Y•� ' ♦ r, `-'� y' S# ... "rr<'G •.. .—.3Y ;,]..' 1*(' �"'§tt,.r..,. .k..,� J - I 1 ROAD MARINA IMPROVEMENTS -en-'. Fit .. �r -S ,i 0 • 80RING PLAN 1 a PROJECT DESCRIPTION: ENGINEERS&SURVEYORS 437 SOUTH COUNTRY RD., 1• • ' INSTALL*160 LF OF NOTES: 1-mm-0 Scale: AS SH-- I. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE MATTITUCK CREEK ' COORDINATEE.W1 SHOWN ' HEREON �w� -�D'V b3N,YryTp pOOn +✓90��6 3-w20,I6 9r 'Vol �_ s� \ MATTITUCK CREEK B .�� ;L " /� j/ ,/��= _ .8l'90Z 3 .dO.SZ.bc� S =un QOD� Qv3HXll16 paan y O C ------------------------------- c— — N, N. i/ o � __� -�-OWNER:AGIC DOCKSIDE CCC ` 1 \ =-ADDRESS: NA / 11 /.MATT #10. — 11952 1 \ icz ,6 \�`� IIIIIII�I1111\\\\\\\\\ \,.\ \ — — // i /• E �, [� / / SCTM �1000-106.00-06.00-001.000 / q . b g �� Nw 1,6� \1wl\1,111\1 >e\, \•\\� m / Soy //.///, ��a— .� APPROXIMATE SUFFOLK PLAN COUNTY TAX MAP LINES SCALE 1"=20' (22" x 34") SCALE 1"=40' (11" x 17") .'r o Z � t R. 5 Lu e f - r o ' er y :? i - -r .r�..3• L _ r. r .w 4 PHOTO. 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 PHOTO 6 O U DPLANS I` E C E J V E PERMIT DATE BY DESCRIPTION APPROV. BY LEGEND i`i . REVISIONS MAY 5 2025 TOWN OF SOUTHOLD cu SUFFOLK COUNTY, NEW YORK 0 o DESCRIPTIO N 5505 W. MILL ROAD SouthotdTown MARINA IMPROVEMENTS N PHOTOGRAPH LOCATION WITH DIRECTION <$� GRAPHIC SCALE TAKEN AND PHOTO ID f �► Board OfTtUSteeS 0 20 40 EXISTING CONDITIONS PLAN g° APPROXIMATE�UFFOLK COUNTY —— SCALE IN FEET (22"X34� L. K. McLEAN ASSOCIATES, D.P.C. N 0N SUFFOLK COUNTY TAX MAP 100-183-01-85 ENGINEERS h SURVEYORS 437 SOUTH COUNTRY RD.,BR001(HAVEN,NY 11719 �.j (DISTRICT—SECTION—BLOCK—LOT) SCfMr PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. I`i p INSTALL t160 LF OF VINYL BULKHEAD,26'-0' OF VINYL BREAKWATER; t1,645 SF DwIgnea Br.. KJM scale: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE RAC oats: MAY 2025 > t1.670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING f3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn By: OF UNDERWATER LAND.INCIDENTALLY DREDGE t140 CY OVER AN AREA OF t1,600 d SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 19B8. Approved Br.. RAS Flle No. 23103.000 OWNER:,CHARLES CARAFTS& x6'4 5.4 EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO BULKHEAD TO BE SET BACK. ELEVATION -8.86 MAX 6' BELOW M.L.W..APPROXIMATELY 2,015 CYf -4 x MAUREEN CARAFTIS 7.9 ( ) 10'WIDE AREA (t140 CY OVER t1,X00 S�TO q,3 6 -2� ADDRESS: 2275 NAUGLES DR DISTANCE VARIES 15't TO 32't �s B o OVERtlAN AREA OF 4.030 SFf. SEE SECTION A-A BE INCIDENTALLY DREDGED TO A MAX DEPTH OF 3 FEDRAL NAVIGATION x 2 x x.0 1' q 9 8.8 MATTTTICK, NY 11952 7.4 ^ x.4 6' BELOW M.L.W. (EL. -8.86)TO RETRIEVE SOIL 5 CHANNEL �'•) 5.6 x.9 a 9.s )3.3 SCTM - 7 4 x 6^ "3.9 x.o x'2 .4 >WHICH WAS LOST FROM BEHIND THE BULKHEAD x4.3 q 9 s x 7 �_ 8'o x ju xt6.0 3 #1000-099.00-04.00-023.000 8• _�T'2 7.e FACE OF EXISTING ;,2 45 x TIDlI WETLAND LIMB LINE �•�' OWNER: STRONGS WEST MILL LLC 6.2 '6 79 -'�- _ TIMBER BULKHEAD (TYP.)8'1 r3. EXISTNd•BULKHEAD V BE REMOVE ,2 x EQUAL TO FACE OF 2 g ADDRESS: EST MILL LC x' BJ _ x,6 FOR INSTALLATION LF NEW x4.5 48 .6.6 EXISTING BULKHEAD l.._ >7 76 8 MATIRUCK, NY 11952)6• 80.1 ,2 8'0 x V PROPOSED 26'-0" x '7 8'7 -"�.6' - s BULKHEAD (f160 LF) ^ x x' 6.3 x 9 SCTM i1000-106.00-06.00-002.000 �.7.9 :.t g g 4'WIDE, 30 LONG -�-_ q 5,3 r- z7.5 �' VINYL SLOTTED x x,p 8.7 8.2 �INGR DOCKS (TYP.) _ .4 5.4 .7 _ `' x7.2 x73 7.7 J.9 }3.3 BREAKWATER 8,8 8.9 4 x' 6.0 -�"� '9 5.3 6' 9"' �9.5 x 1 8.9 �' 2 x7.0 x x5.6 �Y. 5.2 � x 5.0 6.9 .1 .9.p x9' 9.D x xa.3 �' „s.6 6.q s.H.V7`= 3 22f a M ATT I T U C K �'2 8.5 92 _ x7.D �r-'FL099 M.H.W. 2.22f 9.1 B 8,g 8.8 x9.0 x' 3 1 9 7 5 x7.0 8.6 5 x 6 9 x 8.9 x x7.1 i.6 x'3 M.LW. _ -2.86t x' z'1 01 4 1 5 7 5 x .8. .6 9.1 x9' 9.2 �' 9.0 8.8 8. �' z 8 8 x7' x 5 6,1 8.4 21 4 8.4 x 9.1 x x6.5 ,�.1 , ,z' CREEK >� >� >� ' x z 7.7 7.3 6.2 7,9 x,B 8,3 8.8 9.2 4 ,0 z x 8 8.0 3 8.J .8 4 x7.5. x.8 x 8.8 x x91 9.0 x9.0 8.7 8' x7.8 3 x'3 5 x7.3 x.3 8.2 7.6 � 8,0 8.4 8 8' x �0.7 8.3 x8' 8.5 SEE NOTE 12 x 3 2.3 4.4 z7 x' 7.4 8.2 x x8.9 8.4 '� 8.5 8.5 8.2 7,9 ^ x.4 x 8.6 7.0 •8.3 &6 x x e 5 z x 0 x7.6 x7,0 x7.5 x.8 8.3 5 .8.4 98't�6' WIDE CCA DECKING x'0 x (9) 15'X35' SUPS x 8.5 x6.7 8.6 8.2 4 9 x8 1 t x 8' x.1 x 7.9 x'4 7.5 x.3 7.7 �' x.6 (f587 SF) x 0.5 xlt .3 x6.7 7.0 x7.7 xe.6 es .2 xe.9 x8 c x x 7� x e,l e.2 es SEE SECTION C-C ,7.9 x 7.8 s.a .7 .8 7 F. e.1 x 8.3 x8.6 e.7 7 .94 x 72 7 4 x .8.5 e.8 x8.9 e.e a 8.8 A x8 8.4 x 2 x8 ) p f80' WIDE xe' 84 8' a.4 9.4 x9, 7.1 x6,5 x6.5 T 8.8 ir•' � 7 5 T 7.0 e 0 .6 e. 8 'FEDERAL NAVIGATION CHANNEL .4 1 x' 8 2 ,P.7 xa. 8.6 x9.1 z 5.7 5.6 6.1 160't x .6 8.9 8.6 8 218't 6' WIDE CCA DECKING �{ g 8.8.� q x7.i ./ g x 8.6 x8,6 6.6 x8.4 8.5 3 •4 \ x8.4 x 7 8- .2 B.5 8.9 8 x.2 x6.9 6.9 j 8' x z6' (f 1,CTI SF) 6 r 8.8 8.7 8.7 8. x 7 .5 85 SEE SECTION C-C '�. �� 162t TD OPPOSI(E 8'9 5 x8.3 8 g.4 3 3 x8.2 x8.2 83 ^ 7 x 3.2 "3 _a - .e SIDE OF CHANNEL x9.I 8' xs.1 q.0 z _ x x 8' 8' � 225 f TO OPPOSITE 8.9 x 8=_ 9.2 x x8.0 x8.3 0 9 -� B. SIDE OF CHANNEL 6 8.5 '.4 5 .0 _ • 0.1 -�x8.6 8�=.2 x8.0 x7 7 8.4 1 '� x7.9 .8.1 8.3 g.7 x8.9 8 ,7'6 8.7 LZ x9.0 �x_a - )7.7 8.1 xe.6 .8.4 x.o C o JS x s. z., xe. 7 a.3 x7.0 e x x 9 5 .8.2 x7. 6�y V S.D x x.4 7. x s:o 8 s x Z _ P. x x,4 -� 102 t S 1 ` 4 6 1 x6'5 x x B.0 x:a x x'7 7.6 x7.6 x x7'' 10 n ze 7 Z7 zs 8.4 � 7.2 R�--1 �� x6.3 6 7 i.9 x.4 x x'S 7 6 U I t7.4 8.7 x.l �0� 5 3NN'10@c1if� !. _ x�.9� 5:3 x 6.4 6.5 5.9 x P.a 0 x x x' x'4 .1 x 4 .4 x4.5 Otl 6.5 6.4 x6.3 6.5 7.1 8.1 �_i i� a:a x 2'-10"t 7.1 4 s.s x T'90 3 .crtl1:SZ )5Z S x x O :4.;_6• '���::r.: }, . .,1 BULKHEAD 't'. ":4,f:::;::;2 8' s 4.1 4.6 x - 4.2 g00 'CANTILEVERED•vt•. •, ''••. .+'' - 4.7 9 5 x 3.2 9 z.a J y - VINYL ,'i. .\. ..r" •n• .t.• .e, �.• - �i-_� f 14'-0" RETURN• ..• 2.0 3.7 zl' .1 0 Ina Oaanx .5 o BULKHEAD '' y+ .:,�::'_g• - 74 - f % 22' :•r" y' 1 '•1 4 R / _ r i e 5.i 28 v" e O �i- \ sawn ev �': •,::• / i / / _ -_ ____ �,\ 8�_ ��. ..�' ° I I SUFFOLK COUNTY TAX �- ti `\ +_,d\ 39P3 r,• =: :.'�; , ,_/ �'' h-- _ \t�/0� _- _ .u. ..® ... 11 I i MAP LINES / N, ~ \ •.�� ••= •'c••/,/ i �"�' i Jfl- _ \t Ie20-4 t9 OWNER:AWC DOCKSIDE I.LC -..._ADDRESS: NA \, \\ `\ •�` / / -"J OI "/ �.- _ �:• �0 n �� / �/� ^�ae36- -- SCIM 10OG-106.00-06.00-001.000 \ \ \ �`�, ` J ✓ AJ� 4z40 - .a\ \� a�� " ti 2r2��•j/ _--'.na--- - - y. ``^. \\ �\�� \• �1 O b / °1rye 46 \ ^e a . $. \ 4\� \\ \ \ \.a \\ - r .. SPREAD EXCESS'FILL TAKEN FROM AREA Q�at / / EXISTING TIMBER m 1 Y.f � 'r�"'0a° ,/ .� vt \ \`g�\�11 � 1 \ •�` / GRADE APPPROXIIMATELYLANDWARD OF Y118" (f RAISE AND C ��✓ / /BULKHEAD TO •/ ,�r�.�, -'� i _ r// °� 1 _ "'\ \ } �` `�1 \ ` �. .� / oc, OVER AN AREA OF 4,140 SF) ,/� v I REMAIN ' I tia/ �'_ ' %� f„„ 1 ,\ `e ,'11'1 `• \ \t \�\ \'\ PROPOSED PUMP-OUT TRUCK / ��e�\ :•/. 7 J"" ���� , a (1,000 GAL CAPACITY W/POTABLE 5.6 WATER WASHOUT) 'AREA w /±140 CY _0 6' WIDE TIMBER PROPOSED SILT FENCE(TYP.) c FLOATING DOCK PLAN BE PROTECTEEDDHDUD ING REMAIN AND LEGEND TO EIDINC INCIDENTALLY DREDGED TO A MAX 600 DEPTH OF a] 26'VINYL SHEET 9 BE CONSTRUCTION ® 6' BELOW M.L.W. (EL -8.86) TO RETRIEVE SOIL. SHOREGUARD SG-950 SERIES SCALE 1"=20 /u 35' LONG GREENHEART VINYL SEAWALL SHEETING OR (22" x 34" DREDGE SPOILS LOST FROM BEHIND THE BULKHEAD LIMITS OF GRADING GROUND DISTURBANCE o' DREDGE SPOILS TO BE SPREAD USED TO TIMBER PIIE'WRH 8'MIN. APPROVED EQUAL(TYP.) SCALE 1"=40' (11" x 17"� 3 TIP O 6' O.C. - FEDERAL NAVIGATIONAL CHANNEL ( 140 CY OVER AN �� o EXISTING VINYL RAISE GRADE tEL t o` 8' WIDE TIMBER BULKHEAD TO REMAIN GRAPHIC SCALE -__- OF APPROXIMATELY 12,200 S� FLOATING DOCK SPREAD DREDGE SPOILS MATERIAL AND 20 0 20 40 SUFFOLKINES COUNTY TAX EXCESS FILL TO BE SPREAD & USED TO L UMTTS OF GRADING &.GROUND RAISE GRADE t18" (f230 CY OVER AN RAISE GRADE APPROXIMATELY 4"2,20 0 F) DISTURBANCE (TYP. - SCALE IN FEET PROPOSED BULKHEAD AREA OF APPROXIMATELY 4.140 SF) _ 4' WIDE&40' LONG OVER AN AREA OF 12,200 S� ) (22"X34'� (SEE TYPICAL SECTIONS) 0NOTES: ' AY •) REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS. APPROXIMATELY 140 CY • • • PROPOSED PUMP-OUT TRUCK (1,000GAL U OVER AN AREA OF 1,600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS LOST PROPOSED VINYL � CAPACITY W/ POTABLE WATER WASHOUT) / 1. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO FROM BEHIND THE BUKLHEAD.THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE SLOTTED BREAKWATER OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. BULKHEAD APPROXIMATELY 12,200BSF COMBINED BE SPREAD MIXED. LANDWARD OF THEDREDGE PROPOSED BULKHEAD WHERE SHOWN LZ LITTORAL ZONE [PERMIT PLANS .� 2. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY ON THE PLAN & REMAIN ON SITE. THE PROPOSED GRADES SHALL BE RAISED BY APPROXIMATELY 4". REMOVED FROM THE ADJACENT AREA(UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR ±230 CY OF THE t1,670 CY OF SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL BE SPREAD PROPOSED TIMBER % DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. WHERE SHOWN ON THE PLAN OVER AN AREA OF 4.140 SF TO A DEPTH OF APPROXIMATELY 18". THE FLOATING DOCK DATE BY DESCRIPTION APPRGV. BY - EXCESS MATERIAL OF APPROXIMATELY 1,645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A (1,635 SFt TOTAL) 3. PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF BULKHEAD SHALL BE EXCAVATED NYSDEC APPROVED UPLAND FACILITY. REVISIONS AND RETAINED AS NOT TO ENTER THE WATERWAY. PROPOSED 40' LONG GANGWAY 9. SECTION B-B: INSTALL NEW 2'X8" CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING TOWN OF SOUTHOLD o, 4. CONTRACTOR SHALL BACKFILL PROPOSED BULKHEAD WITH SUITABLE ONSITE MATERIAL BULKHEAD, ANCHORAGE SYSTEM, AND PILES TO REMAIN. MOORING PILE SUFFOLK COUNTY, NEW YORK 0 E o 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 10. SECTION C-C: INSTALL NEW 26'-0"VINYL,BREAKWATER IN PLACE OF EXISTING TIMBER BULKHEAD. PROPOSED CCA TIMBER DECKIN 55p5 W. MILL ROAD 1 0 (1,960 SFf TOTAL) A 'N ;IMPROVEMENTS N 6. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN.ON THE SEAWARD SIDE OF THE EXISTING 11. SECTION D-D: INSTALL NEW 7'-6" CANTILEVERED VINYL BULKHEAD IN PLACE OF EXISTING TIMBER -3- - EXISTING CONTOUR ri c"i BULKHEAD PRIOR TO REMOVAL BULKHEAD. o+• 7. EXCAVATED SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SHALL BE STOCKPILED AND 12. ALL SOUNDINGS SHOWN ON THE PLAN ARE TAKEN FROM MATTITUCK CHANNEL CONDITION SURVEY •RAL PLAN I - PROPOSED TURBIDITY CURTAIN o DEWATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN. SUITABLE EXCAVATED MATERIAL SHALL -TIC (VH-106) FROM THE US ARMY CORPS OF ENGINEERS. SOUNDINGS ON THE PLAN REFER TO THE ITEM 1DEC-TC it1 BE USED TO ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED BULKHEAD. EXCESS 0 p MATERIAL SHALL BE SPREAD AROUND THE SITE OR REMOVED AND LEGALLY DISPOSED OF AT AN PLANE OF MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2.3). MEAN LOWER LOW WATER IS 3.1 MAY 1 fq I�,}C ,1p^'�iFCL SSOCIATES, D.P.C. cv oo NYSDEC APPROVED UPLAND FACILITY, ACCORDING TO THE PLANS OR A.O.B.E. FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VEER. 4.3). -'�- PROPOSED SILT FENCE ENGINE s`-3'SURV oRS 437 SOUTH COUNTRY RD.,BROOKHAVEN•NY 11719 PROJECT DESCRIPTION: Designed B7: KJ s."le: AS SHOWN Sheet No. cv n 8. SECTION A-A: INSTALL 161t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON ADJACENT WATER BODY: NOTES: o INSTALL t160 LF OF VINYL BULKHEAD,26'-0' OF VINYL BREAKWATER, d:1.646 SF PLAN. TOP OF PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1.8' HIGHER THAN EXISTING. OF FLOATING DOCKS FOR MARINA,AND t1.998 SF OF TIMBER DECKING. EXCAVATE MATTTTUCK CREEK 1.BEARINGS AS SHOWN ARE IN NEW YORK STATE PLAN o N THE NEW BULKHEAD IS PROPOSED TO BE INSTALLED 15' TO 32' LANDWARD OF EXISTING, t1.670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE sD Dd.: MAY 2025 4.OF 7 APPROXIMATELY 1,670 CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 4.030 SF SHALL BE OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF t1.600 li SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2.ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. RAS FIe N.. 23103.000 14 -------------------------------------------------------------------------------------------------------------------------------------------------------------- 8•x8" GRE@NHEART TIMBER-WALE--- FEDERAL-NAVIGATIOfl-IIHANNEL---------------- -- 12 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----- 2"x10" GREENHEART TOP CAP I ------------------------------- ---------------------------------------------------------------------------------#8 GRADE 75_1"0_GALV. TIE-------------------10 ROD & CONNECTIONS ® B' O.C. - --- ---------------------------------------_------------------------------ --------------------------------------------- --INTERIOR_jREENUEART -- - - - PRQP_QSER_IDdBER_J1OANIG_J?OSJS - - -- TI MBER WALE ---------- ------ ------ - SYSTEM WITH UN TREATED DECKING 8 --------------- -- 39'-6"t (RESTORE ---`---------------------------------------- -------- ---------4•------------------------------------ -------------------_---------------------------------------------------------------------------------------------------- ------------------ IN KIND) ------------------------------------------------------------ ------ - --- ---- - ------- - -- -- 6 --- ------------ ---------------------------- --- s-nc-•s.-,-.--e-.� _..,a'C ,e�-� --------------------- ---- ------- ------- _ P 0 OF U 6 A A 0 0 JBULKHEAD) ,. :"': - _____________________________________________ r,•.r e^1 ra_-� n��?_--�:k�Jy+yrt- .x"s�-,:'�.•- `nZti"tin'-r ___ _ ______________ _ _ __________________________________________________ _ __ '; .. ..,r'i..'.:.:. —L 4 ____________________________________ "..-.ter �`:"`•���-� �!'+,i�9S�=' ____________________- ��.�._ __________________ ________________________________________ 'E1CtSTiNG GROUND --- -s..c..:,.:2;>.z._ ...,..:`�-•:.,.r _. . .. .s,-�..��:-t:: �^R=ie.=t,F:;cc'` - :�=i a^L?'-- ---- ---------'----------- rM�'`' _ S.H.W. EI. 3 2f _____ _______________________________ _•_a_..S_;_.�-�.•."rY•"'a % - - __________________________ _ _ ________________ i< _____________ _�_t s.w�:r s.�ar-t ..ti_.ra.,•_:,,,.y.�„-..��,y-,, -n-4': - - ,,,�.kY_ _ ___ ____ ___ __ ___ _ _ ..:a..6 MIN... - +•:ci: .i. �-r I M.H.W. EL 222f MEET EXISTING - 'it 61=I K CREEK 2 - 2_..,:a:-.�ti- „:.;.;--r�-";rs �-.-<rc. �.•�:�:'`.r'..d�,_f._.-.�._,:n :k4�'=:- a%::iJiY�� - -----41'----------��----- ------------------------------------------------------- ----------- " „ti.fi ':ri fir. ;i. ». }{ --'I ____________________________________________________ _ _ _______________________________ a - _� 3`,.c,__y_--,:.-._ 1- -.._ ram(+:-s'c',.`_.. ___ -�' _ ___ I' ___-____ ____________________________ __ __ .•:ti'-0 }•rK U LI I• REMOVE AND DISPOSE OF r>a: r'a` D ry;:,,.F�.,,.e.3a,S:-. .ix 1'... .c 2 "tee-. ;,�,=v-r,.{- .,M; r.�+s_ v�_j•-r ��y-;---.y..+ ___ ____ ______________________________ _ _ _______ __ 1 - -.;;,>; � � -E)CISi1NG-T7MBER BULKHEAD; •�..a........- __________ :.a: . t,.•.ti �..-` ..}�:�>;�'zr: ,.__?bL• _ _________ _ ____ _.PLLES._&_QECKINfi________________________________ , .r. _ t TF TF60-Ff_ -f.'CiO� 2 • .:_,�..;� .:-:t;i-_.yr"T`.a::_.a5�, �S ,,�n.� _ _ _ A�,a�•Tn_`�__- __ __ __ _________ ________ I I I M.L.W. E- -2.86f -4 ---------------------------------------------------------------------------------------------------- ------------__ ______ 0--------------------- ----------------------------------------------1 _'� :;.� ----------------- _______________________________ 10't MAX. --------------------------____ _______-------------------------------------------------___ CONTINUOUS HORIZONTAL BACKFH I WITH SUITABLE "''`:.'" `x ----------------------------------------------------------GREENHEARI TIMBER-DEADMAN--------------------'-------------------------- --- _ - ----?-- s.: . ------- 6N-SITE IaATER1AL •; <� - - - - - -----------------------------------M L W E�----------------------------------------------------- -6 ----------------------------------------------------------------LAY-tOG--TO"-TJP-AND--MINIMUM------------------—--------------------------- --------------------------------------------------------- - - - - - - - - - - - - - - ----- ---------------------------- ----------------------------------------------------- OF 10' LONG (SEE TYPICAL LAY ________________________________ -..::_e 4'-9:f . . . --------- ------------------------------------------------------------------------------------------------------- ----------- LOGDETAIL) - - - - - ----"X57j ----------------- ----- - ------ - -- --- - - - - - - - - - - - ---------1-- ---------------------------------------------------------------------- -8 ----------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------- ----------- _.,. _ - - - - - - - - - - ------- -------------- ------- -------------------------------------------------------f-- 3 MAX. -------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------- 5"X5"J9i_GALV. - - - - 3 - - -� - - - ROD BEARING PLATE rr II II �_----- -- -10 -- ------------------ ----------------------------------------------------- ------------- --- ---'-----------------------------------------'-----L-Li------------------------------------------------------------ __�-'"-_ '- --------------- -- --------------------------------------------flxB GREENHEARL_IIMBER-WALE_-------------- --- ------------------------------------------------ (TOP OF WALE EL 1.40t) - EL -8.86t I 10' MAX WIDE AREA (t140 CY OVER AN AREA EXISTING GROUND EL VARIES___________ -12 ----------- ----------'--_ - - - - - ----'------------------------------------- - --------- ------------------------------ ----------- ---------- --------------------------'--------------'- ---- --O BE INCIDENTALLY DREDGED --- - -------TO --- OF t1,600 SF BE INCIDENTALLY DREDGED FROM -3.30t TO -t0.80t. I - - - h-----'---- ------------------------- ------ --------------- - - - - --- - - --------'IXFSTING-GROUNE}-TAKfN--- --------- ------------------------------------TIMBER PILE ® 6' O.C. WITH INSTALLED 15'-32' LANDWARD OF EXISTING - TO--A MftX flEPTEF OF 6' BELtiW MaW:{BL. -l4 -------------------------- - -'---1�11NIMOM-TIP-'1p ---------------------- ----------------------'------------------------------'- - ---------------------------------------------- ------------ 09,MB BE 20_RETRIEY CLi WAS-LOST---------------------------_------------- E.SOILWHI FROM MATTITUCK CHANNEL HIND THE BULKHEAD CONDITION SURVEY (VH 106) ----------------------------------------------------------------------------------------------------------- -----------------------------------------------26L-VINYL-SHEET-TD--BE -------------- -- --------------------------------------------- - ------------------- ------------------------------------FROM-THE-t1S-ARM1`-CORPS--------- -- -16 ------------------------------------------------------------------------------------------------'-----------------------------------------------------SHOREGUARD_SG-950_SERIES-------------- ----------- ------'-------- ----------------------------------------------oE_-FNG NEERS._5QUERIEDG------------ VINYL SEAWALL SHEETING OR --- VARIES 15' TO 32' "--"-' N THE PLAN CONVERTED TO LIMITS OF EXCAVATION 0 ---------------------------------------------------------------------------------------------------------------------- ------------------------- -------------. SEE GENERAL PLAN ------------------------------------------------------�----------------------------- y1PPROVEfl-EQUAL----------------- iJAVD88-7WD-SHOWPI-ON--------------- ELEVATION 6---- MAX.} UJ1S_S£CILQN,_SEE_GENERA_L___________ -18 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:`- ----------- --------------------------------------- ----------------SEE-NOTE-B----------------------------------------PLAN FOR MORE ----------------------------------------------------------------------------------------------------------------'----------- ---------- ------------------------0-----------------------'------------------------------- -20 -------------------`------------------------------------------------------------------f11--GRADE-75-1 GAL-Y.-TIE -----------------------------------------------------------------------------------------`---- ------ ----------------------------------- ---------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------ROD-&_1rONNEQT10KS_C_&__O.C.-------------_------------------------------------------------------------- - - - - - - ------------------------------------------------------------------------------------ -- -- 35' LONG GREENHEART TIMBER PILE WffH-8`'MIN.-TIP-1'ff-6'-U:C---------- ----- --------------------------------- -----'I ---'------------------'------------------ ------------------------------'--------------- -'---------------------------------------- ------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- ---- --------------------------------------------------------------------------------------------------------------------------------------------------------1-- IX - CAVATE SOIL BETWEEN.EXISTING AND PROPOSED -26 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------REMOVE--AND'-LEGALLY-DISPOSE GI ----------------------------------------BULKHEAD-TO�-ELEVATION8:86'i F-(61-BELUW-M:TriM:j:----------------------------------------------------------- ANCHORAGE SYSTEM -------- ---------------------------------------------------------------------------------------E)ISTING ----------------------------------------- APPROXIMATELY_2.015_CYt_DYE13_AN_AfiEk.QE_4.9a0_SF_t.---------------------------------------------------------- (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' -28 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------IJWDWARO-OF-THE-EXISTING"TIMBER-BUCRHEAD)-------------------------------------------------------------------- SECTION A-A 3 SG-950 VINYL BULKHEAD (INSTALLED 15' TO 32' LANDWARD OF EXISTING TIMBER BULKHEAD) - REMOVE AND REPLACE � //ryyy p° EXISTING TIMBER DECKING ' SCALE 1"=4' (22"X34°) t.:J V E I V C WITH NEW z"xB" CCA SCALE 1"=8' (11"X17") r TREATED TIMBER DECKING MAY 1 5 2025 S.H.W. EL 3.22t NOTES: M.H.W. FL. 2.22t 1. ALL PROPOSED SHEETING SHALL.BE INSTALLED TO THE SPECIFIED LENGTHS UNLESS OTHERWISE APPROVED BY ENGINEER. _ _ Southold Town o I r -I I I I I I 2• ALL HARDWARE'SHALL BE HOT DIPPED GALVANIZED. Board Of TNStBPS u u 3. FIRST 18" OF SEAWARD END OF TIE ROD SHALL BE COATED WITH COAL TAR EPDXY. EXISTING GROUND I 4. CONTRACTOR SHALL VERIFY LOCATION OF ADJACENT PROPERTY LINE PRIOR TO INSTALLING NEW SHEETING. I I I I M.L.W. FI. -2.86t _ ° I I I 5. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. rn I I I 6. SIZE AND LOCATION OF EXISTING ANCHORAGE-SYSTEM IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY. PERMIT PLANS I I II 7. DREDGE MATERIAL SHALL BE PLACED ON ADJACENT LAND TO RAISE EXISTING ADJACENT AREA CONTRACTOR SHALL DREDGE I I I A.O.B.E.TO A MAX ELEVATION OF -8.86t TO PROVIDE ADEQUATE DEPTH FOR PROPOSED FLOATING DOCKS. j B. SECTION A-A: INSTALL 161t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON PLAN.TOP OF DATE BY DESCRIPTION APPROV. BY a, u II I I EXISTING TIMBER BULKHEAD PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1.6' HIGHER THAN EXISTING. THE NEW BULKHEAD IS o AND PILES TO REMAIN PROPOSED TO BE INSTALLED 15'TO 32' LANDWARD OF EXISTING. APPROXIMATELY 2,015 CY OF MATERIAL OVER AN AREA REVISIONS OF APPROXIMATELY 4,030 SF SHALL BE REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS. rn II APPROXIMATELY 140 CY OVER AN AREA OF 1,600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS TOWN OF SOUTHOLD m I I LOST FROM BEHIND THE BUKKHEAD.THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL SUFFOLK COUNTY, NEW YORK o NOT BE COMBINED OR MIXED. t140 CY OF DREDGE SPOILS OVER AN AREA.OF APPROXIMATELY 12,535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN ON THE PLAN & REMAIN ON SITE. THE PROPOSED 5505 W. MILL ROAD o.° I I GRADES SHALL BE RAISED BY APPROXIMATELY 4". t230 CY OF THE t1,670 CY OF SOIL REMOVED LANDWARD OF THE MARINA IMPROVEMENTS _ BULKHEAD SHALL BE SPREAD WHERE SHOWN ON THE PLAN OVER AN AREA OF 4.140 SF TO A DEPTH OF APPROXIMATELY _ O? 18".THE VEDEUPLAND MATERIAL OF APPROXIMATELY 1,645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC SECTION B—B TYPICAL SECTIONS — 1 ° REPLACE TIMBER DECKING (1 ,960 S F�, 9• SECTION B-B: INSTALL NEW 2"x8" CRE TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING BULKHEAD, L. K. McLEAN ASSOCIATES,-D.P.C. NANCHORAGE SYSTEM, AND TO REMAIN. N O ENGINEERS&SURVEYORS 431 SOUTH COUNTRY RD..BROOKHAWN,NY 11719 o SCALE 1"=4' (22"X34") PROJECT DESCRIPTION: Sheet Na. 'j M ADJACENT WATER BODY: NOTES: OnIgned B. KJM Seale: AS SHOWN o SCALE 1"=8' (11"X17") INSTALL 3160 LF OF VINYL BULKHEAD,26'-0"OF VINYL BREAKWATER, t1,645 SF y OF FLOATING DOCKS FOR MARINA,AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE f1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF Drawn By: RAC Dote: MAY 2025 5 OF 7 OF UNDERWATER LAND. INCIDENTALLY DREDGE t140 CY OVER AN AREA OF t1,600 COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. d SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By. RAS Fde N.. 23103.000 NOTES: 1. SECTION C—C: INSTALL NEW 26'-0"VINYL BREAKWATER IN—PLACE OF EXISTING TIMBER BULKHEAD. B"X8" GREENHEART B'X8" GREENHEART TIMBER WALE TIMBER WALE SCTM #100-106-06-001 3"x8" GREENHEART SCTM 4100-106-06-001 3"xB" GREENHEART AWC DOCKSIDE LLC TOP CAP AWC DOCKSIDE LLC TOP CAP PROPOSED VINYL SHEETING PROPOSED VINYL SHEETING (SHEETING SHALL HAVE MINIMUM 2' GAPS BETWEEN EACH SHEET, TYP.) j P. tt=6.00t PROP. EL=6.00t EXISTING GROUND 8"X8" GREENHEART EXISTING GROUNDTIMBER WALE 1-1/4"0 GALV. TIMBER BOLT-------- ---- -- _-- W. EL=3.22t S.H.W. EL=3.22t S.H.W. EL=3.22t W. EL-2.22t M.H.W. EL=2.22f —_ M.H.W. EL=2.22t _ MATITUCK CREEK _ MATTITUCK CREEK (NORTH SIDE) PROPOSED TIMBER FLOATING DOCK (NORTH SIDE) tl SYSTEM WITH UNTREATED DECKING �' GREENHEART TIMBER WALE I I i M.L.W. EL=-2.86t EXISTING GROUND M.L.W. EL--2.86t I I M.L.W. EL=-2.86t f EXISTING GROUND I II 4'-9"t ',I I I 4'-9"t REMOVE EXISTING REMOVE EXISTING EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED ,I TIMBER BULKHEAD EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED 1 'I TIMBER BULKHEAD BULKHEAD TO ELEVATION —5.86 MAX (6' BELOW M.L.W.). BULKHEAD TO ELEVATION —8.86 MAX (6' BELOW MA-W.). APPROXIMATELY 2.015 CYt OVER AN AREA OF 4,030 SFt. (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32'APPROXIMATELY 2.015 CYt OVER AN AREA OF 46030 SFf. (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' B"TIP GREENHEART 3 8'TIP GREENHEART LANDWARD OF THE EXISTING TIMBER BULKHEAD) - TIMBER PILE® 6' O.C. LANDWARD OF THE EXISTING TIMBER BULKHEAD) TIMBER PILE ® 6' O.C. 3 REMOVE EXISTING ANCHORAGE SYSTEM REMOVE EXISTING ANCHORAGE SYSTEM , j� G E o pµ\?f�,gt o PROPOSED TIMBER FLOATING DOCK ✓ �` SYSTEM WITH UNTREATED DECKING 40' LONG CCA TREATED TIMBER BATTER PILE WITH 10" MIN. TIP ® 6' O.C. I i, 0 I� MAY 1 5 2025 V 01 N SECTION C—C Southold Tovrn— 0 Board of Trustees SLOTTED VINYL BREAKWATER (INSTALL NEW 26'-0" VINYL SECTION D—D BREAKWATER IN—PLACE OF EXISTING TIMBER BULKHEAD) CANTILEVERED VINYL BULKHEAD SCALE 1"=4' (22"X34") SCALE 1"=4 (22"X34") 0 SCALE 1"=8' (11"X17") SCALE 1"=8' (11"X17") 3 PERMIT PLANS DATE BY I DESCRIPTION APPROV.BY o REVISIONS N TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK E o 5505 W. MILL ROAD MARINA IMPROVEMENTS N y. O TYPICAL SECTIONS — 2 , o N o ENGINEERS LEAN� 1 ASSOCIATESD.P7 SOUTH COUNTRY RD..BROOKHAVEN.NY 1C9 O PROJECT DESCRIPTION: Sheet Na. ADJACENT WATER BODY: NOTES: Desi AS SHOWN O INSTALL t160 LF OF VINYL BULKHEAD,26'-0' OF VINYL BREAKWATER, t1,645 SF gned fiy: KJM Scale: OF FLOATING DOCKS FOR MARINA,AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTTUCK CREEK 1.'BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF Drawn By: RAC D. MAY 2025 6 OF 7 OF UNDERWATER LAND. INCIDENTALLY DREDGE t140 CY OVER AN AREA OF±%6OD COORDINATE SYSTEM HAD 1983, LONG ISLAND ZONE. o_ SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2.ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved%r. RAS F8e No. 23103.000 APPLICATION NOTES FOR TURBIDITY CURTAIN: A. THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE WORK AREAS IN OR ADJACENT TO WATERWAYS, TO PREVENT TURBIDITY FROM ENTERING THE WATERWAY. B. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. C. CONCENTRATED FLOW OUTLETS SUCH AS CULVERT OUTLETS, DITCHES, ETC. SHALL NOT BE LOCATED BEHIND THE TURBIDITY CURTAIN. GENERAL NOTES FOR TURBIDITY CURTAIN: 1. THE DETAIL DEPICTS WORK AT A PROJECT LOCATION, AND TURBIDITY CURTAIN MAY BE APPLIED AT OTHER LOCATIONS. SHOK 2. TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100' LONG FOR EACH SECTION OF CURTAIN REQUIRED. END SECTIONS ANCHOR SHALL TERMINATE 10' BEYOND THE LIMIT OF DISTURBANCE. 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AS POSSIBLE WITHOUT INTERFERING WITH PT. /�' _ CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION, TAKING INTO ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY AFFECT WATER LEVELS, VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. REMOVE THE TURBIDITY CURTAIN 72 HOURS AFTER THE LAST ACTIVE CONSTRUCTION ACTIVITY, WHERE PROPOSED WM SITE 'ROPE OR CABLE EROSION/EXCAVATION HAS BEEN STOPPED. NO ADDITIONAL COST WILL BE PAID FOR THE RE-INSTALLATION. IF THE CONTRACTOR DECIDES TO LEAVE THE TURBIDITY CURTAIN IN PLACE DURING STORMS, FREEZING WEATHER OR EXTREME VAR m WEATHER PERIODS HE SHALL HAVE A PERSON ON SITE TO MONITOR THE INTEGRITY AND FUNCTION ABILITY OF THE SEE ROTE 3 CURTAIN. 1 =I 5. THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING TOWARD THE SHORE TO MINIMIZE THE ESCAPE OF SEDIMENTS INTO THE WATERWAY. 6. THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT ALLOWS THE CURTAIN TO CONFORM TO THE CONTOUR OF THE L BOTTOM OF THE WATERWAY. 7. FOR FLOW VELOCITIES > 5 FT/SEC, USE A REDIRECTION BARRIER SUCH THAT THE FLOW EXPANDING AT 20- FROM THE EBB _ BARRIER WILL REACH THE CURTAIN AT A POINT WHERE THE CURTAIN IS ESSENTIAL TO STREAM FLOW. { - 8. ALL TURBIDITY CURTAINS SHALL BE INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS AND AS DIRECTED BY TURBIDITY THE ENGINEER. PROPOSED WORK SITE ' f .-' �CURTADI APPROVED'RURBIDITY CURTABO GEDTEXTD.E TD-UNDISTURBED BOTTOM WM FOLOS FOR WE FLUCTUATION EXISM6 GROUND/WATER BANK_ WOVENWIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" �. MESH SPACING) _ 10'■EIGHTEB ARCHOIUHG SYSTEM-SEENOTE 6 .� - I— MAX. C. TO C A —III—� 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" SECTION A-A :. INTO GROUND. •: HEIGHT OF FILTER /y N r� _ ■ �p��G/f 16" MIN. IY�V •SEE NOTE 2 1 WORK N{ �~.- rrI� `(-1�, O� �•W W �W.:W.. '.W:: 8„ MIN. 'i' J• W .y W � ANCHOR PD�TT3 EVERY 100 FT"M PERSPECTIVE VIEW /r 36" MIN. FENCE POST- / % BAMM.MOYEIENT DUE TO TIDAL CHANGE SHORE ANCHOR PT.LOCATED ' 3/YDI.UPLAND OF ORDDIARY WOVEN WIRE FENCE WITH FILTER CLOTH HIGH.DATER YAflR TTYPJ (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING --� STAKE OR ANCHOR EVERY�IOD FT.MAL SHORELINE FLOW N PLAN COMPACTED SOIL AND/ORUNDISTUR SHORELINE BED N RESTORATION I� TIDAL;:IAATERS TURBIDITY CURTAIN DETAILS EMBED FILTER CLOTH A Z •AHD/OR;HEAVY WIND AND WAVE ACTION N.T.S. MIN. OF 6" IN GROUND. 4 L 3 SECTION VIEW •o CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 0 SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 c GAUGE, 6" MAXIMUM MESH OPENING. -2 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 0 BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, N STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. / 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" o, 3 DEVELOP IN THE SILT FENCE. 1 ON 3(MAK. ¢ TEMPORARY SILT FENCE DETAIL SLOPE TYP.) .. '•y; v N.T.S. o 0 ih v 0ONSTRULT SILT FENCE AROUND I {{ PERMIT PLAN S PERIMETER OF STOCKPILE Ut `I. > =IJ DATE BY DESCRIPTION APPROV. BY TEMPORARY SOIL�TSTOCKPILE DETAIL 111 REVISIONS TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK a� Southold Town 5505 W. MILL ROAD MARINA IMPROVEMENTS o Board ofTrustees EROSION AND SEDIMENT I 'o CONTROL DETAILS L. K. McLEAN ASSOCIATES, D.P.C. N 00 O N 0 ENGINEERS k SURVEYORS 437 SOUTH COUNTRY RD..BROOKHAVEN.NY 11719 N PROJECT DESCRIPTION: Sheet No. ADJACENT WATER BODY: NOTES: AS SHOWN O INSTALL f1601F OF VINYL BULKHEAD,26'-0" OF VINYL BREAKWATER,t1,646 SF OesigneE By: KJM Scale: OF FLOATING DOCKS FOR MARINA,AND 31,996 SF OF TIMBER DECKING.EXCAVATE MATTITUCK CREEK 1.BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE >, t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING *3,340 SF Drern ey: RAC Dete: MAY 2025 7 OF 7 m j OF UNDERWATER LAND. INCIDENTALLY DREDGE t140 CY OVER AN AREA OF 31,600 COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 1i SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2.ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Appnrved By. RAS File No. 23103.000 TOPOGRAPHIC SURVEY N 8P�54 38= / <� t t 'I OF �, DESCRIBED-PROPERTY SITUATE AT MAMTUCK t : . . . TOWN OF SOUTHOLD �--�,/\ \ ��IIIII I x,' K .• i;, SUFFOLK COUNTY,NEW YORK Il\\1�7111�1 AREA OF PARCEL = M,674t SQ.FT. OR 4.1 11 t ACRES \�� LEGEND �\ e.•// / \\\ _ \II 1`�\;�� r $ 4 I 'i t tvr vrac aAb ck , r .. SLl PO rr,trfM P0.E ST EP .EDGE OF PAYDffNT . CNARLES LARAF 7S >� ..l' '�`.AND / ; ••SP(}T ELEVATDN L,, /R/ \��\��\\\\ \\\_ rV ..Tr VA I. MAUREEN CARAFTIs /-J•� �\ \ \\\\\�\\\\ "\ -C .wra mmiTrmme (� I-F EL TIRST T140R f2LVA7l®1 \\\�\\\\\�°�\ , . C3 .DEcmtmr TOLE \�\\\�\\\\ ��\ w y '.cavft Rws TREE \\�\\ \\\ ....sap aA aeAn \ II\\I I II 4tr C� NOTES /// ////L/J�.7 � d°" u'''� S'"•>'�A /tee-\\� 1I\\\`\\IIIII III 111111111111I I 4 r/`. u 1. MEASUREMENTSAREINACCOROANCE WITH U.S.STANDARDS / /�'1 / \�vJJ�Y .r,_•.,.1� y�/>7''/,a q ..1 Z IN SHOWNARE NEWYORK STATE PLANE COORDINATE SYSTEM,LONG �N \ �v,2. III IIIIIII III\\\� z',S,I ISLAND ZONE 1`III\ '�1 I ra. J. ELEVATIONS REFERENCE NAVO 19811 e l( 4. UNAUTHORIZED ALTERATION ORADDMON TOA SURVEYMAPBEARINGALICENSED LANDSURVEYORS$EALISA VIOLATIONOFSEcnoN 721%SUBDMSION2,OF.THE NEWYORK STATE EDUCATIONONLYCOPIES FROM LAW F THIS SURVEYM4RKED WTTHAN ORIGINAL OF THE LAND SURVEYOW 'EMBOSSEDHE ORIGINAL OOR'INKED'SEAL SHALL BE TO BE I I ./1\ / /\ \ \ �� ° !!/T /////%���(�/�//// �r y''• ^' �i_ ` VALID TRUE COPIES l �Frt— —! �_ \ � j�.r �`/ s m //�/��/// /�/// � ,�t�4� •t r+ \ _ B. o' INDICATEDHEREON SIG F HIS SURVEY WASPREPARED W OFPRACTICEFORLAND SURVEYORS ADOPTED THSNEWYO STEOCLAON OF PROFESSIONAL LAND SURVEYORS. ONLY - maw mac: y —",� N - GO THE SURVEYIS PIEPAREDAND ONHIS BEHALF TO THE TITLE COMPANY \ Y ,e VERNMENTALAGENCYANDLENDINGINSTLTUTIONLfSTEOtEREONANDTO THE NEe E WG W N.CERTIFICATIONS LE TOADDI77ONAL SMUTIONSORSSUUBSEQUENTOWNERS 7. RIGHTS-OFWAYNOTSHOWNARENOTCERTLFfED. \ \ �� \�\ -•'}� ��\ �////%/j//�%/�1'' / v •� - B. iHESURVEY CLOSES MA7HEMA7ICALLY. 6 ,6RL i 9. BOUNDARYWFORMATIONWAS SUPPLIED BY CLIENT ELECTRONIC FILEBYBARRETT BONACCI B VAN WEEIE,PCLASTDATEO DECEMBERA 2022 - N /_ / / // /// '�' %/�/' I I I I I I � I 1 �.�1� C' �y 4�.th."C� '+ Z"h'1•'^•� �. ,����' m ,srr 1 � h. 1s \ os kP /�_i%IIIII/� I. /��/;\ �'a;.l'� I I I ``_--L ——7_ ''' ___—`,� � '�;/ I �>3''"sT•4� �',,� ��'�. / J' . ` �9 �� / //� r �� L J�� ��•/ /S 8541'4B'N 16LbG,�A ,� ao./ \ \` ` '• 3\. \ - f { WEST MILL It D Ito \Q� \ J i'ry DATE' BY DESCRIPTION APPROV. BY f 41 V REVISIONS Town of Southold STRLNGS WEST Suffolk County, New York RILL'LLC - - u 5505 West Mill Road Mattituc_k .3y,3a'v Topographic Survey I b� GRAPHIC SCALE, L:K. McLEAN ASSOCIATES NTYREAL PROPERTY TAXMAPNO• •s* ENGINEERING D SURVEYING, D E SUFFOLK COU j _ rhem6ymrtilymettidsm�wasmme0aoenemra}sway 437 SO. COUNTRY ROAD, BROOKFIAVEN, NEW YORK II DISTRICT IWO I'. mmp1.WbymeoA01WM24: - .Sheet No. SECTION loam IN FEET Deelyned By. J.L./S.C. sans. 1"=30 BLOCK OdW �^^ii,''rn7 0 1_tE O - - LOT 001.000 - 1 Imh— 3D ft. '7 ��0. %TAMARAL STIIIMML PIS. 0q rn BY, D.M. Dote: 05/28/2024 I - w,r NYSPLS At.mm Approved Br T.L.S. Foe N. 23103.001 1 -