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HomeMy WebLinkAbout1000-56.-7-1 F U OFFICE LOCATION: �*Of S,Ojy0 MAILING ADDRESS: , Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2021 Re: LWRP Coastal Consistency Review for GOLDSMITH'S BOAT SHOP, INC. SCTM# 1000-56-7-1 Michael Kimack on-,behalf of-GOLDSMITH'S BOAT SHOP, INC. req idsts'aWetlohd'}Permit to construct a proposed Concrete Boat Ramp, 15' in width by 65' in length by 8" thick, consisting of 15'x20' poured in place and (45) pre-formed 3'x5'x8' concrete blocks, set on 12" of course stone base; the proposed Bank Re-Stabilization to consist of constructing 1,530 linear feet of Hybrid Low Sill Bulkhead with every 6th sheath lowered to approximately 3" below Mean High Water, backfill with approximately 1,300 cubic yards of dredged spoils, cover with approximately 23,600 sq.ft. of filter fabric, and planted with salt marsh and sea march cord grass @ 18" on-center; the proposed -- --new-Negative-L-ift-Pad-is-to-consist of-removing-existing-ramp-and-support pilings-(if-necessary)!---------------- --- pour new pad sized for a mobile negative lift forklift and supply new support pilings�as necessary;,: and the proposed Dredging Plan consists of dredging'approximately 81,500 sq.ft. of area to an average depth of 4' below Mean Low Water (-1.5' El. average), remove approximately 5,450 cubic yards of dredge spoils, stockpile in designated area with continuous silt fence and hay bale , surround, and dredged spoils to be used to backfill area landward of new Hybrid Low Sill Bulkhead, with the remainder spread over the property. Located: 64150 Route 25, Greenport. SCTM# 1000- 56-7-1 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 proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that a turbidity controls are installed pursuant to: § 275-11. Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (2) Erosion control. Installation of an erosion control structure is necessary during any building, grading, landscaping or site work activity within Trustee jurisdiction. This structure may include, but is not limited to, installation of a silt fence, hay bales, wood chip berm and silt booms. The placement of the erosion control structure(s) shall be determined by the Trustees or their designee. All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate prosect area. 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: Damon Hagan, Assistant Town Attorney Town of Southold E LWidC ONSISTENCY ASSESSMENT FORM A. STR C I1C�I�TS 14 L u IL P4 y G. Southo�;a l"� n 1. Al app1, s4dn'15 termits including Town of Southold agencies, sha 1 complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold To jvn). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting, and anon- suppoe-ting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAMEE G 64VAI->77l'S 9 00,V-J-MOR, C 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: PROJECT DESCRIPTION PROPOSED CONCRETE RAMP Construct proposed Concrete Boat Ramp: 15 Ft. in width by 65 Ft. in length by 8"thick, consisting of 15 Ft.x 20 Ft. poured in place and (45) pre formed 3 Ft. x 517t.x 8' Conc. blocks, set on 12"of course stone base (see cross section). PROPOSED BANK STABILIZATION Construct proposed 1530 Lin. Ft. of Hybrid Low Sill Bulkhead with every 611 sheath lowered to approx. 3" below MHW. Backfill with approx. 1300 cu. Yds. of dredged spoils, cover with approx.. 23600 SF of filter fabric, planted with salt marsh and sea marsh cord grass @ 18" O.C. PROPOSED NEW NEGATIVE LIFT PAD Remove existing ramp and support pilings (if necessary). Pour new pad sized for a mobile negative lift forklift and supply new support pilings as necessary. PROPOSED DREDGING PLAN Dredge approx. 81,500 SF of area to an average depth of 4 ft, below MLW(-1.5 Ft. El. avg.). Remove approx. 5450 cu. Yds. of dredge spoils,stockpile in designated area with continuous silt fence and hay bale surround. Dredged spoils to be used to backfill area landward of new Hybrid Low Sill Bulkhead, with the remainder spread over the property. P Location of action: 64/6-0 �/j9J Site acreage: Present land use: C®/�,AECCIA H-4 W ROAr-R PllI-R S'7"® � VAEXE 475411- o pe�S Present zoning classification: CpAittEeCL,4L !c'E'.jog f-41L-MLE5 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: 6 0LDid/ UY�S � OA r—J7---A®' (b) Mailing address:. �' Z O H.4 Z& RlQ. -75) Al Y 7 (c) Telephone number: Area Code{ ) , Z :7-6 6 V0 (d) Application number, if any: / " tq Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No X 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, wakes beneficial use of a coastal location, and minimizes adverse effects of development. See LVVRP Section III-Policies; Page 2 for evaluation criteria, Yes No 14 ' Not Applicable 7-0 400225RWAyS ANP XAAZ 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 .� ox 2V'r-MVA Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No� Not Applicable P&I_CZ 9 AiIA 7-0 7 qX- PNPB QfCE 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 X1 Yes F] No F] Not Applicable 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 Q No A'R�'Not Appli able ml/r x X N To �W/.S P907ECI-- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable .yyg -GEJ .f° Cl-4 eA ri-02, O ^^ W o'ij C®A.!-41- Aqj� G��/ �"Al' ������Y 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. FlYes ❑ NoM Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No� Not Applicable 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. n Ye�--1 No EJ Not Applicable 4. / J- AND Q&Aj& T® PASS X1.5" GU,1L1- CDA MAL !2:E 5r Attach additional sheets if necessary l WORKING COAST POLICIES Policy loo 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 k J Not Applicable �shT 7"_ 4X-1 7-7-MEA C C LD�1la C® RCI& H. PU 77"Z` AMIZZZY 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. F] Yes ❑ No J6,J Not Applicable Al 07— C7_ Rlh&7W r5 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 PQD/CX 17 AV& 7`-/S Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PREPARED BY HZU jg,6L A, TITLE__ ,C�(��,��_ DATE AlAlba care re fir. r �E. a;, + N JT Zong fstand Legend GOLDSMITHS BOAT SHOP Write a description for your map. �� `� T 64150 Main Rd Goldsmiths Boat Shop Inc n t .t 90 � a l l { .i t Y , • _ f , t. i fi e a r u e r" � Cetc 11 SALT MEADOW CORD GRASS rr-_ TOP OF BULKHEAD PLANTED N 18- O.C. +3.0 FT.EL.(4.5 FT.+;-ABOVE MLW) - --PLANT LANDWARD OF TOB [ - _ _ _ .- _ - _ _ "OVER DISTURBED AREAS ly OCT 2 0 2020 I•�� 4 } SALT MARSH CORD GRASS ___ ---- PLANTED 0-18-.O.0 L _ 4 TYPICAL TOP OF BANK EL.:4 FT. / APPRO)(.ERODED BANK LINE MHW:=1.0 FT.EL- 6.0 FT.TO CENTERLINE OF PILINGS _f FILL W-DREDGED SPOILS - - AND/OR CLEAN FILL AS NEEDED ML W:-1.5 FT.EL. FILTER FABRIC:CONTINOUS UNDER ALL PLANTED CORD GRASS DROP SHEATH IN FRONT OF PIL TO 3-+/-BELOW MHW • CROSS SECTION:TYPICAL LAYOUT SCALE:1 INCH=5 FEET 2..X 2"X 16^CCA TOP CAP(CONTINUOUS) 8"DIAM.PILE @ 6FT-O.C. s-x6-BACK BOARD HYBRID LOW SILL BULKHEAD. ELEVATION SCALE:1 INCH=2 FEET 1"X 10FT.GALV.TIE ROD 6-X 6"WHALERS(2) - 8"DIAM.DEADMAN 6 FT.O.C. SHOREGUARD 425 VINYL SHEATHING - '�OWSMI S BOAT SHOP/ I C- -B-DIAM,DEADMANWHALER(CONTINOUS) 64150 Main Road, Southold PROPOSED HYBRID LOW SILL BULKHEAD By: M. A. Kimack Dated: Septeliaber 24, 2020 HYBRID LOW SILLBULKHEAD DETAIL SCALE:1 INCH=2 FEET PROPOSED POINT OF MLW - • , � � ��' f• 'i% ;,_ j t{i TOP OF BANK:3.0 FT.EL. APPROX.TOP OF HYBRID LOW SILL BULKHEAD EXISTING POINT OF MLW ft'! OCT 2 0 2020 MHW:1.0 FT.EL 4 fi �Cl!fiC;l;r•V;I APP w - -MLW.-1.5 FT.EL. nn 1 ii',iti •r��� —��4 ROJL g DEGREE SLOPE-- EXISTING BOTTOM:-2.5 fT.EL.(AVG.) APRON:5 ff. -(14%GRADE) i PROPOSED DREDGED BOTTOM: -5.5 FT.EL. AVERAGE LENGTH OF PROPOSED CONCRETE RAMP:60 FT. --- PROPOSED DREDGED SPOILS j 5 FEET OVERALL LENGTH:65 FT. _ l #5 COATED REBAR @ 12-BOTH WAYS W/CENTERED RECESSED DAYTON ONE TON SWIFTLIFT DIE I LL CROSS SECTION E SCALE:1 INCH= 10 FEET PROPOSED HYBRID LOW SILL BULKHEAD 8 INCHES PREPOURED CONC.SLAB ~ SCALE:1 INCH=3 FEET CORRUGATED SURFACE+B 314^ M - WIDTH W113116 SPACES F 0 174-DEEP(CONTINOUS) Y W 12"DEEP 314' / 4 COURSE STONE BASE 0 - - - `-- a - TYPICAL CROSS SECTION POURED CONC.APRONIRAMP:20 FT. PRE FORMED 3FT.X 5 FT.CONC.BLOCKS(45):45 FT, \ SCALE:1INCH=3 FEET - GOLDSMITHS BOAT SHOP, INC. 64150 Main Road, Southold TOP VIEW SCALE;1 INCH= 10 FEET PROPOSED CONCRETE BOAT RAMP By:,M. A. Kimack Dated: September 24, 2020 S.C.T.M # DIST: 1000 SEC. 56 BLK: 7 LOT: 1 '00' NMROADx 20 nNw`.ma anwr we 8.62' maarr.m S89'52'00"E 152.58' y w. 6j89,1 piLc� D -I �G� _/ � � /—J �// / / / �/i/1 / �— � 43.117E n• A vu ('� / / / rano r✓iIF y� ly � O OCT 2 p 2020 /--. �:�:• i �� -S^:,;.,r Ir 1`;;'an E r ,j—J .—� r i =� r r �� �•r=/ �-y/ � .—� I � marc!o Tr�,�--=------------�---' GO o USER 12664 PG 63 702 -G.GO' OVCRLAP 17 �� �/ �o / /_• �--� �� �� �/ �`p/—J ' �' �� / .aaa rrX - `ice=_aM"'�.�.�7 R , W Q m /�--� � T , l � O 1 _ /D 1 it S pREa , I GRAPHIC SCALE 6'30 50 tL I a PROPERTY LINE DIMENSIONS AS SHOWN T ON PREVIOUS SURVEY PREPARED BY VAN TUYL AND SON, USC#25626 P LQ'ARdIS SHDIIN ARE MLM IffiO L65'OPYI11M5 ` � DATED MAY 9, 1966 A.a DArA OrrAA®rRVI otTnrs ECONIC [�� / "rte \ 5� AREA 701,850 SQ.FT or 16.11 ACRES nEVAncwDATUM - UNAU7HORRFD ALTmADDN OR ADDTBLTI IU MIS SURYEY IS A MO.ATTON Or SECTION 7209 OF THE NEW YDW STATE EDUCATION LAW COA'ES O<TMS S lM-.r \ J J MAP NOT BEAMNG THE LAND 5URWYOR'S ENBOSSEO SEAL MALL NOT BE COVSIOEREO TO 9E A VALLA iAUF CO^Y GUARAN7E£5 IND/DATED G INS SHALL AUN ONLY TO THE PERSON FOR a DM Ag SURYEY IS PREPARED AND ON NIS BEHALF TD THE PRE COMPANY GOYERNMENLIL AGENCY AND LENDLVG INSRTUDON USTEO NERECN ANO TO THE ASSIGNEES Or THE LEMWO INSDTUACN,GUARANTEES ARE NOT TRANSFERABLE THE D,,M OR OMEN S SHORN NEREON FROM THE PROPERTY LINES 70 SNE STRUCTURES ARE FOP A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE L7 STONE & CONC.� J /� NOT INTENDED TO MOTAAIENT THE PROPERrr UNES OR 70 GUYTE IHC ERECBOH OF FENCES ADDITIONAL STRUCTURES OR AND OTR[?WPROKMENM EASEMENTS RUBBLE JETTY AND/OR SUB5URFALF smut URE5 RECOPDED OR UNRECORDED ARE Nor WARANTEED(ML ESS PHYSICALLY EYTDENT ON THE PREWSWS AT THE 77ME CY SURWY APsuir4EY OF a•DESCRIBED PROPERTY CERTIFIED 70 ALVAH GOLDSMITH JR MAP 6 LENEX ENTERPRISES INC. FUM EAGLE ABSTRACTCORP. (TITLE FTI-S-24015) CONIC v snlATED AT GREENPORT FIDELITY NATIONAL TITLE INSURANCEECOMCOMPANY, OF SOUTHOLD ffi7NETH Y WOYCHUX I&M SITRVEYitLG, PLIC SUFFOLK COUNTY,NEW YORK Prole..foa5 End 9arr•,N York P.O.Hot 169 lq d BUr .o,N.0 York I1Y31 FlLE a 15-92 SCALE.1"=50'oATE JUNE 12, 2015 li01Vt(4L7sa.-1°Re FAX(m1)ntLeee NYS USC NO 050882 mMaWrW rAr rroa.i M LUMI 1.Mmn.p.[evtA L rmanv I y R M� w a tf (9)Goldsmith's Boat Shop Taken June 20,2020 Looking SW 6 t s {2)Goldsmith's Boat Shop Taken June 20,2020 Looking South A , (4)Goldsmith's Boat Shop Taken June 20,2020 Looking West tt .f y ��yccc (5)Goldsmith's Boat Shop P• N ri1,.' �' Taken June 20,2020 r. ,e�, ��`� �r:u' k � Looking NE tot {6) Goldsmith's Boat Shop Taken June 20 2020 -- Looking South v .` tea..•�+ _ .'a .�„ y`_i 1.."f+�:''� (7)Goldsmith's Boat Shop Taken June 20 ,2020 i*° - Looking South y F 111i , Awl _ al►M '11i Aw �r � I � ,L i MORGIOUMM 04 or ZA .,Vis. �. �M�*�� .•� > t� �r ' r T ` `y yp f 1 4. (12)Goldsmith's Boat Shop ! ' ' Taken June 20,2020 Looking SSW I i f� .1' (13)Goldsmith's Boat Shop Taken June 20,2020 v Looking NNE —:1 Nr„= k• -' .ill. .,�•r. .. , a v, - ,.•art � y. 4 i A •t {14) Goldsmith's Boat Shop •° Taken June 20,2020 Looking NNW MCA t s. !M t R Q : a i. �: , ,� _ .... _.•..;;., _ • ., (15)Goldsmith's Boat Shop f s Taken June 20 ,2020 Looking South w 3 I v a 4 •! J.. t. y 3i f;_- sC�� `(16)Goldsmith's Boat Shop Taken June 20,2020 Looking West rl r tAli i w M�� � Atli• � � � ►�'; �� !, w Y. (17)Goldsmith's Boat Shop Taken June 20,2020 Looking SSE 4 } I •I• I r•fir •,,a�,� .i a l • Vit? _ � ter.' • �� 4 .1 ww ` iz i 4 ti4 c' 4, vd 4 Aw (20)Goldsmith's Boat Shop Taken June 20,2020 �r 4, ,Y' •'�. r` < -.. Looking SSW -`y r - ,/ 40 �• - `_✓ r.: .~� � � .a •R w► � a / f> .s ,T< • r (21)Goldsmith's Boat Shop ' Taken June 20,2 020 ti IV Lookin NNW AW dr_ a A If ."'fir r::i+.,k .. .s r1•t �of ��.} elo ��rr :•a { �;e 1y r 1 �•-'�.r,ri.. 1. tfi ) � _-y. .9d r r ,.°t!'k ,_�.�.(y 's I���. `moi f `�-,, � ) Ir '? 1l ��r •:..:� 11�I'-�l t1 ' �/ �Y ., �1 i S (22)Goldsmith's Boat Shop t 1�a j. .. � " t `; ' I{ 1, rs 1 r' j . 9f• Taken June 20,2020 Looking North i Aw 1 L 1 ly������� e��.r, t�•t it '�R�� .� :t, .. -`v1 lv,%`' �#���,;;;x •fir a�r'� ,+.,? kt .�J' `�-r �� � ��3 y � r� ^its ' 116 s,� i • - �'�� i ,�(g� �1 1 4 `NN` y �• �`,"" ��l,,, 'il� ` .r +� _yI +i4L� 1 •'��.i. ,,C {•, r �• �r,p r:i�d 7`. 5 r y . 11 • �1 • ���ui f�,� � N nl '}•.,t G,;��—ki � •r� � '.7_ r,.�'�.,Y� °,. ti`s �_, (23Goldsmith's Boat Shop r ,1{' ,,y}y•���,,jjj���77y YT �r, Taken June 20 ,2020 1 r wr,4�l_ it , �Y , 1 i.. Looking NE 5. 5 ,. 4... F iz 'n � I I \o�K� QA--7 ...�... moi.'. �" 10 I , � I I �x Z—ZLYA \ JJ ILIA d• a ..� i y° P ! p9BllaYllm \`-'yr IactinamuG f roM yO. P A 1tU `` cTOM oF ` -'amr H qb ^ 17 SOUTHOLP + a ♦ ° "�+E'M y� j -j' u / P u OOUNLY OF SUFFOLK 3W • ' 11 P� •1 -�� -j +0 72A ®\ to m' imiaa to a p2 soilman ,7.11♦ a \. P P `ate' ,e � ;p11A1NY at on op d 2 P P P lo+ qVIA Pl '1 xWq` ;i o • 1, \ j. 9 +° r 3�' ti ,O'ANOF P' P .-�P Oi r ;\ • \,�•-� 4� Pbl 91 s THOLo of P'` a9 AP % cpm + P N- 9 P n.,e �► PAe , P+1 ti.� ,y0^ t 11. eI , y+b +�' opts• n.,, t4;� a> h s`. � �`�'` � P op., � P �ulls.ogcxr Pr `t A tM(H 11v`.a.�+ • • .�, � +� � j %�' + fa°� y° f +3yLa ,� _ +, .•. tai.`' Y > �� P" P oF.sissou 0 a .t !t.MH +. / p'1P\ s0 sipP onmvrwcarty 112 +P 1.2 t _ •._', %. ,] a`�`� � t11 aWc) 1 % oouNrl .� OF TOWN af'1Wn10tD.�_.• O10 F~ �_ Budds O • 1 � to eA(cl °p7I'� t, a 'k'\�,,} j''• ^a i6 � pws /- , ` /�' j +►' '� ^ I, e ' °e" 1 m'ty s 10\1 OJ x p0"B 3+ S, L3 - 1+p\ P � P \dab .i ➢f �� // l \ a M FOR PCL NO \ 1 \ ', ye .+ 13 ► SEE SEC NO. d L" 11 t�t „ a • S._ oaaosot5 ,�zez / t • MA,CN - t1NE fa I a 15 SEE SEC.NO.M / 7 _ COUNTY OF SUFFOLK © N HOT cE K .o toxo secnw w o w ,N-0s,ru E F Real Property Tax Service Agency W E nseuan,w of Nin an,aN aF,HE I a moo. 0 056 Seo Qas dna aAvhmi N)'/l9pl SIFFi%1t GGtrrtY,A%Nw 9 NdpB1E0 A (21) saw 1N,I,OIIf U'RR,B1 PEH.69R161,E p Nl/i 0f NiCFOIfYlA[s4M�. ---_ - -- ----. i , , -------. - . ----� _ ?6 ° . Hydrographic & Topographic Survey Goldsmith's Boat Shop Inc. ���a � �"�- ) �� Surveyed: January 2019 � ,���o / / ^� ry a ° J N Town: Southold 11� 41 Q Propose Concrete Boat Ramp I � Suffolk County, NY W �'Q� o' o ( see cross section sheet ) ry � Datum: NAVD'88 o � 1b . °; ` ' ���v \� 1� o ' " �4j ;;11 '! b `� �ib��Ro, p'y Proposed Removal and Replacement of 1 ('4 t`'.. �C/ ',v ' ./\, 1,' ;. .A O b' pri' b� 'h i//iR''p-,� '/t \\ ,. . rjQ 1,,i 7 ( I p' ��. b Conc. pad for Mobile Negative Lift Forklift S -u , / / O. 0 i,/ �. 0 p• / j / < 0 , b- �'� ro / � 4 ry \ / ,V ." / b h "i /x/°7 y/ y.yk / ,rO r C, GOLDSMITH'S BOAT SHOP ° r ° � �� b' Q Section B "' , " `� //i / � / h ` .% ^� t' / 64150 Main Road, Southold Approx. 515 Lin. Ft. of Hybrid Low p b �!, �i .t19 1 ; I* , y' �' Sill Bulkhead ( see cross section) �' §� ry' '; ,�� '�°o�� , ro. o / �N./ , F 0 m;a, ar a / PROPOSED HYBRID LOW SILL BULKHEAD tiny �'� '�� °• a 16 , Al ° \ Approx. 7400 SF of Planted Salt Marshl �' <,) �' ° / b' ° �"' I" A i p �,`� + Salt Meadow Cord Grass ,-lb '' ! '. .. b � With PLANTED CORD GRASS � ' /O',i, r �.�/ -, \ ( see attached cross section ) lo ° ° h / �' a 0' 0 /�' ry' / r ! 'r b' p� ,yc B : M. A. Kimack Dated: October 17 , 2020 �' ^ ��'^ b' �'`' �� ! % Py h�h Al, \ / -) ,7- ,,�: n / .i p- /\ .• / /nod .'.� "j'/"> / , O, o) Q�S R,�'ri, / 1) ,>\ \ ' ,; ✓ b /O' / b. 0 / / arkI... / w%.+E. ,y. 0 % //ry. O P.'\' ^ 0, h , a' b w \ / b' ") ///'�/ �' &,= r*' q `•e/ "�• fo � '♦ 'y• b / '\' ' tb• b / rb b 1, 'y. ,\ / �. b ,\ s 7.t / ") w0..' .,.' ,y• / /(O ip• c5 / '\' . / �. 0 rb' ry /v� ,\ , / ry' O / O' � / , / b' G / r\,• 0ro / �'.,, 'y' ^) ♦ G)• b / P. ..) ' 0 a / 0' c \ Section A / ^� ry / ^ O r co ,K % . Aa , , I , / y. b / '\. ra, , . / �' " /! +`1. "J. \ ) (�' of / 0' ry / 'C ) / A . / \, \ ' �'P.o) / (b' oo p� i' / h ! / ,�'r0 • , c, ° \ Approx. 455 Lin. Ft. of Hybrid Low O ' i y / b"I ro / ,`>^>'/� ,/ b' r / a:. Q�p':/ '\' O P. p , oi' ry ,',' :1 v�, i \ - 1) O / b i0^) l//,G: 1 j1 3E a,r& ~j ^> / /r/lh ' / �/- 00 n ' O c,< p i ice'; •, 1- % ��' , / b. ,� / ,� ° b. ,\ Sill Bulkhead ( see cross section) SUMMARY OF PROPOSED BANK STABILIZATION p ' ' 4 b / / 0 b ' / J , ,� / q;- '\ / 'r r '� %,, / ,r1' p �� ,9 p. b / ,\• *0V 1b / q, o, �' , -"\\, �. / ,`I, (. 1++ ",. °y / //; p 11 i ,ryry. ,, ! i "� , �. P. �, �. t j , Approx. 7500 SF of Planted Salt Marshl / /b' p. / �' b\O/o, b' a kW / � ';'/ t J 0o,b / of O O' b• ; HYBRID LOW SILL PLANTED CORD GRASS / b. rb tiC,'/ ` ^� �o , ;/ 1 f b ; / �' o � ol ��$ 1 1 Salt Meadow Cord Grass �. ,. ., i , :• �, ; I 1 I1 ( see attached cross section 455 Lin. Ft. / '' b ' ( ry' ! b' ry ° y ,b' SECTION A 7500 SF ;, ti' w ' ', ry ;, , 'N i; / / <.� / N. �,/j ,•" / rl,- O •,'c O', v/ b. „a 1,.,,, b y�ro c� / o,• ^J .���. ") c• - ,"�• 4> >' O / / 11 t. t. N g i. '„v t•�i.A'�,� / rV ,, M'/ ry . x t / �' / of ,O '7 ti' t 1b ” 13 B 7400 SF b , ( ;. ;, b SECTION 515 Lin. Ft. b ° b �' ^ ' j', QJ .r �' ;- •. s'�'•."�fi t. ' , r0. ° moi1 c5 ' 4C�;. , \yo ", ' / l ; t. / �j'j� �yy,, Q / i \a / 'v)' , c) v / ", v' i `It,.' '� p- r . 0' . 0' % C/ 'A `�O c; ,'. \ / /', SECTION C 560 Lin. Ft. 8700 SF ' ;� b o- ` ' \ '° 4: ik.a',; �`7'y• ^ \ r�v.t ��,�\,, .. p' ,'1 ° 0o(o �i -, /I..�) 0 0 /t. /;11 " tT / p �, , " rT Fe`. . vn ,,,` / ry• ^) ;- �° *� -,_4,, p p / ,-\ O• p � , 0b y. o / h' �T , ,a• .;' / a•••;+i ',."y�P• x`4'`,,. .. w 0' oi' of 23 600 SF �' ry /, , f aE.,,` � 0- / �• / �' / Totals 1530 Lin. 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FOX C '� \\ $ enr. \\ / ,b00 ( P ) c5 '.5.5 ro /S6 X31 11 " 11 ' �`�, \\ , $ NYS PLS 50197 11 ' ,� • P. 0. Box 366 \ Aquebogue, NY 11931 ' / 11b, $ v \ 2/13/2019 8bcu ,59:21AM G,\Dmtl11 d Sett Vaob iou\Deskto \ er,s arpag {Pro oldsm1ths 2019 M \ \ O Hydrographic & Topographic Survey b Goldsmith's Boat Shop Inc. ��•a,�� e� ^ '� ^ � 4- o00 N Surveyed: January 2019 � Town: Southold Cc QD Suffolk County NY '�`' a ` lb �� n' ry h �' ^\ W E ty, Datum: NAVD'88 0 �' �� r / ^. •. /� X00 b' .y / / ,b' hg ♦ b.^�, i S O gt., rV ga0 'y ^ a• a qfy/i ' h�`O`\ �,�_ A ro O err GOLDSMITH'S BOAT SLOP l ^ /� g / �. , �• h ,tip % %' / 64150 Main Road, Southold y a' j/' i y:a Jj �� i `O ice. / ^, A, yg POSED DREDGING PLAN / ��' % �(^ 'a,lb a PRO rr L j r b. O , t. SCTM 1000- 56-7 'I o g /r0p%/• ( Viei , og ,/ j° ! , / i � // hDated: October 17 2020 a b PgBy: M. A. Kimack <o' Revised: October 26, 2020 ' gg ro i , .y- b / '\• Q� // , g' � y• / / b• of / \' o / g O / g , ^ NOTES: ° \\ ^ , ,7�, ,�• ,\/ I �' lei / ^• co^ / V h b /h / 06. 1. Existin water depths surveyed January, 2019 ,b ' oo g O ,a c S o // ,O —! b a� O /( i^�O g / 0' \ a a 2. MLW set as -1.5 EI. as shown on survey ' / i/ rob 3. Proposed waiter depths throughout dredging area to be -5.5 a' a a �' b. r,c y` O� O o �,e1f / g' a ♦ o' removed is 5450 cubic yards g / g � 4. Volume of dredging spoils to be remo ' ,' '�f / ��'/ I, �' ° g 1 I 5. Dredging spoils to remain on site ! > / a ary \ °C5 43, 6. Dredging will be accomplished with a combination back hoe and b b a� g ti ti b' a \ 91 `° "' a ^ a. � ` ^^a^ ♦ h �� %,\ ,BOO , ,\C/ / I , clam shell on barge Pti �'� a, i' ? A - v y. °'I O / g' h ♦ g'Oa C%' � a / / 4n \, aap / `� ♦ O / 0�4J o / 'a� i' A A a'' /If; h a °j \ ♦� o h \ cl �, �, �,TYPICAL SECTION VIEWS e o ' ;' ^, o �,' g ro , �r• ' o. SECTION A o Al^.A b , ,Oo� � / �c�� ' b 5 r ? �\ 0 / g• ^) �\O. ' 0 b /�� �6. / �.\ i�st•�d� \ \�'� 61 ----- , .. --_ � "f s/•�'�L.���T, Q� � / b' �"r ,� i /�`'`. T ��Q'' � ' / b _ ' ' � `o � a / n,' ra Odd / � �EL.�EWIW } �' h� / 2__ ' H / ' �♦ oi' 1 \ o' / a1ba4 \/ / (B(Y+Q�1 ` kn 'f 1440 CA YDl6: R,)YO o a' a� o y• x , ' ^� q'L \ a c h / � ^� b• b ' ' i� o-� a / , %' i O' / / r / Q / / / ^i• y\� �' \2 / 2020 P ^ 'o OSECTION B ^ j ' � 0 p, /� / g. V \ /',' _... ti 000 ,/ a ti b / r/ / �hL $ �`S ' ��� /� kA / o I \ ja, —�i�r/./�a /q INV�� 4 < /J- ! y' \ ^ / 6 6 Cp� 0 lo t�5f7:AIL.(AYGt)(iVEtiVB077t7M) Av) a ° s \ \ p r ( , a C gCl /� \a 6 y°j• /(�� ` \ /a�/isQ 00 S I��O{ n' g ' �,�ag5 'i/ J �� O r( // ' < , J^ a jq y ',�' g ' a � , O'c? Yi c> Oy a / 'l•' b I a• 1' ^� a / O \ a / h' O i O' / / . / 6 i i p / ,a a� co ! /O' W ^' ti J4 b' / / ,h g0, SECTION BB 'a If lo" g' g / l o f i' j / ^ / v: C f b O / 0 b 0 0 / g. g / 0 6 ro \3r C' ,O'6 / •., a < v `� c; J' a. 6 oo /l Ft /�y'!r° —!.'COT EL,li4VG. �, ^� ,a b. i 4 of lti 6 2 Q//S / Fa \ \'O \I-A W J ♦ ij b / a' 'b / i ,C C r, - /' •a 1 '1')- moo' A / o,' S S/C7 EL.�/1(EW B09%27f7� h'h� / C r y "' \� / h h g Q o ,gppx. 24.10 Cv.YDS.RE�vfD _. b �, 'V' a a• o / \ 19 0 43 SECTION C �` �°� o- y\ ., �> / b `5 \, \ , til\ \ /�a�b� `\¢ ,' ,� a' 11� V \\ \ \� - .010 V a' ,� g + R ' // o• '` \ a \'. 1 0- \ a. 1, s \ -, -+� \\ Cp it., aP / 'cj• O ( ,i , \' r\ f l IX bpd �, `^rr r 1 ,�;\ ,'L \/\ \ /b b4j ; \� �(o \. a + / / ^i g O 1 O ry aL Y , :. ) / �p \Q 'p �L ' ''0 0 b ♦ O '.�,4VG)tNeW01-0rMMJ 'V ' la `�y�. a h ' a♦'� ti(o `Lg O i✓���O� 0 APPROX. /05,0 CU Y 'S 13 \ AT3 / L' o /' ^i• % O o 1 CP SECTION D k Ib 01 �b r , / ^ o o i /, �, ` , (1r o.ry \ 100 Ft x 120 Fton site storage o .�,o \ \ \ /.5tc7,,EL.(AVG. o' i ( , �' °. ; ti h ° 1 \\ sitefor approx. 5450 Cu. yds. of ms \ �;�o VG•��NEW 801 i ° ^ .-/ C a h \ dred ed 5 OIIS. TO remain On site -5 v o> p 0 ♦ �. O O. p ' /`V' ° 13, ti \ �\ a /` °• 1 as fill once dried. OOQ C(J. YDS. �PE/yov"co ti' ° ti et j�JbRQA'. l ti ti' o \ o b ti , 29� / i ry / ,� / I / t�' b r � b o,• 1 i - '�6 "_""• 2�� �0. �v` u` \ jcP •v` SECTION E ti "�' b �' c, h < , la >1 \ �.♦ $- -' \ a ' O c' b b ' a 'y �� O` �O y '2 q O -� g \ \ �. \ ♦o,• 6 rr0 oi' g / , \ 25 / 1• '\ \`ii y / / O \\ \ \ / h v , / o~�a o. r ° h 0 'g 1C°� \ \ fe� 3 I it X07 i'tU . S9 \ Lt \ \ 01 .44 , s6 tT 'ss ' c�o O '61 V&.) co ao C s •- EL.tAVN(A EW BorrOtl) ti ^ ro. /C"j.' ti. $ �, y \ _ -2 9 a• ,5 '-' \ m s �. ^ / �C O , I ,-\ oh� , b �a ^ �.^0 a. /\O O ' \ 9 0 �' X5. �s CU YDS REMoVEfl Iry ID AppRox. 773' _L. O / �� O \ E \ w `. h 3� 0' 0 , � a U\ o° � J °\ /•�1' �3a �.�o g ti o \ / 6. E h �d �' h \ t0� 'C`,$ 'O1 ��� X296 �a1 X52 1`158 �S.a F _ � ' +, \ -c � � � \\ 1 �2 -� 1 y�SECTION o , g9 5'a ' ' tie ;o�> ' rc= ti 0 O ti' b C1j \\ / C .r/ c � b 'i 5 ' 0� Iv I, ; �O(� � L �`> 6 / `V' o V' I a g 7 1 \ �. x,11 ro- h G. --/,rCf 0L. (AVG) ti' o h o ^ > / nj• o R ^, / h t \. ' O ' a �' '1 /�• 0 ; '� A' A� A ' - ' '�• "a9 \ ,599 X50 55� 5g 5 a F7.ZO �. O y '� /rc , ,h � g• � 6 c� � 2 �J• 9 c�$ .0 5• 5• a C ro F r„ 6. \ �1 / 0. A 3n 'a 6 X59ro '� g j6 X56 5g APPROX, h�CU. YDS. /p,E/yC71 D �, a h �, �' o ,5 ,5 e -5 9 ' �• y ti ^ 6 . , `�` F, '04 \ 4w moo' 6. ro \ 2 i' \ 9, e t .5' �hg I �(>' a 3 rb 0 �+ - L' C>6 c) 0 /g4� /h. 1 ` '�gt) / o V a ^ / ti' 0 ti' C r / ,2 6 g 9 a ti ' , - a h' a ;�' \ j �, / 3 meg. 1 1 a' O' S A 6 O / , \ / �, o \ b a0 g / �. / �• �� 0 ' b O `� /, / \\ g' •. /� 0`L O g• a . hj , ,�. .,,. _ r � `_ _ ,-4-•.�\ 1 / X29 A -- <�9 �g.� 5 05, 1 / \ / ° 0 / . a A /Sq g 0 r �Qrsh - - - 1.��\'5 �' r i \q^.'. �\�• 5 \ 9 Dredge Spoils Storage ' ' 5 ° °j Surrounding silt fence , / \ g' � � a ,• ,^ � �., 8 — �\- V ., 9 w/hay bales 0 ti \ b b 2g ,20 2 ch gc 0 \ /,. b yc7 �^ l�. 32 �j0 ,2� g 2. ° O i f�rr'.�•:•'K! lwti /s,MeN•-' �..c• - ..3,a,.�` c� \ g \ 9 e ' g b ^� / \\ g-�ti ^ ' \^. �' A � p 5 3• 2' ° I 100 feet 40 Zeet To Wetland ' ' \ a ' �� 3� 'S �3 6 6 9 / 3 ,0 Ib� ° O� �o a '3 X35 11) 01 A / \ 0' TYPICAL DREDGE SPOILS STORAGE e^ b \ ,3• 3. ,�� 1 3. SCALE; 1 INCH= 3 FEET 0�\ 2 ' O 5 6 �3 6 /�'� I ROBERT H.FOX NYS PLS# 50197 \ e' \ ao .3 ,',6 ,y9 P. 0. Box 366 i \ \ 01 Aquebogue, NY 11931 \ g 2n3/20lq 6,5e,2)AM c•\Axurwr,ts arid 5ott"\bob Iox\r e65 p\9olcismiae 2019 Npro i