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HomeMy WebLinkAbout1000-117.-8-18 OFFICE LOCATION: O��OF Ol MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G @ Telephone: 631765-1938 Southold, NY 11971 • �O P Q Fax: 631 765-3136 OOUNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Assistant Town Planning Director Date: September 13, 2018 Re: LWRP Coastal Consistency Review for NEW SUFFOLK WATERFRONT FUND SCTM# 1000-117-8-18 NEW SUFFOLK WATERFRONT FUND requests a Wetland Permit to repair the existing 352 linear foot long stone jetty which is a combination of existing large rocks and poured concrete that will remain in place; the wood molds on the poured concrete will be removed and large rocks will be places so as to hide as much of the concrete as possible, and to reinforce the structure; the parts of the jetty that are only large rocks will be repaired and one large rock up to 30" in height will be added to the top row of the 352 linear foot long stone jetty. Located: 650 First Street, New Suffolk. SCTM# 1000-117-8-18 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 LWRP policies and therefore CONSISTENT with the LWRP provided: 1. Turbidity controls are employed. 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement,other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both suuportiggand non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 117 _ 08 _ 18 PROJECT NAME New Suffolk Waterfront Fund Jetty repair The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Z. 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: 0 Nature and extent of action: See attached. i NSWF Project Description (Stone Jetty) Wetland Permit for repair of existing 3521f of stone jetty. The pre-existing jetty is a combination of large rocks and poured concrete."Existing parts of the jetty will remain in place. The wood molds on the poured concrete will be removed and large rocks will be placed so as to hide as much of the concrete as possible and to reinforce the structure. The parts of the jetty that are,only large rocks will be repaired and one large rock up to 30" in height will be added to the top row of 352' of stone jetty. See May 21, 2014 amendment to Wetland Permit #8378 (this was the same work). M Location of action: New-Suffolk Waterfront Marina Site acreage: 2.142 Present land use: Marina, storage, re 5-ra e?a4 Present zoning classification: M I I 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: New Suffolk Waterfront Fund, Inc (b) Mailing address: PO Box 146, New Suffolk, NY 11956 (c) Telephone number: Area Code( ) 631-734-5663 or 631-566-0806 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes No❑ If yes,which state or federal agency? NYSDEC ( in hate USACE (in hand) 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. ®Yes ❑ No [:] Not Applicable The site is already used by the Southold Town community. This project will enhance that 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 I X1 Yes ❑ No ❑ Not Applicable The site was the first US submarine base 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 ❑x Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable Repaired and elevated stone jetty will provide protection to the structures and soil on the property. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable 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. ❑ ❑ a Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—]No Ej 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 0 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. 0 YeED No❑ Not Applicable Repair of the -,tonp Jetty will protect boats use the fixed dohs and transi nt r� cks 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. Q Yes ❑ No ❑ Not Applicable e site Will potentially 5e used for aquaculture. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No❑ Not Applicable See above. 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 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III--Policies; Pages 65 through 68 for evaluation criteria., ❑ Yes ❑ No Fxl Not Applicable t Vice PREPARED BY Patricia McIntyre TITLE Chair, NSWF DATE 0�* ,17 44" 23 3� 4' ZS. �TCH—__--ZZ-- ---LINE — —6 FOR PCL NO '-ZA. SEESMN 1106039 I I-A(c) UIS IUIHILL D. 42 4 Q J3A I I r 12 174 2 12 '151 ',1 FOR ML NO 'A(.) IA(.) C 3 r� SE SEC NO rR 'SA LL 11603�1 I/ j 00 173 17.5 T `i1'0� GEORC� 2�1) 7 — 1 36 atAA(1 Y^ 511 CUTCHOGUE 3�3 HARBOR s 11 3, 2%') 2 NI Sdw W G 46 33 30 22 2 I31 FISHER 7 6 531 1 3 1 I WO 6 2, 29 3 10 0 30 KO""' 141 .,A., r 14A() 22 266^ 11 It 2 1 ma ST n 4 IS, 1,2 IS4 13 Al u 11 12 17 V 1 32 19 Iq m a— Qr 6 ton ne 22 S 14CNSON 'w - 9T 212 13R. m 161 ".2 3.IA(,) 35 41 22Nc) 6 7 11 s IS 21A(c) I aA(c) 12A 4.7 E SAY pEcONIG GREAT COUNTY OF SUFFOLK C K SOUTHOLD SECTION NO L NOTICE CO E roperty Tax Service Agency I 'IS 117 E Re.,P M E A N 1000 PROPERTY MAP Doi—) p a Poo V � r "� p New Suffolk Wafront Fund 050 First: � -, New -, - 7 Key Plan: Photos Y its +f t., $jyy�yy`ggq� y� P y,y- _ r x. 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TAX No . 1000 - 117 - 08 ® 18 5 °� s x13 s � KING STREET � �o 6.6 L 1 4Atc1 8 1501 <w 00 I ) "' f S 32.1Y L q 2 ST.1 x 'j°• s r T0V 2Uk 6.3 ? ,x °° µAIN tim '° )'28.1 SD,JTtiIOLD =N �. Y - SCALE 1 = 30 32.2 p $ - FOUND 2^ (d D: N c„) w+ X00 F-- 6.1' 3 ~ ta~ r _ ,9 fUNDE�r LAND) CONC. MON. �. M 1 I ° _ -_ Z, . JULY 6 2005 �I �, �m,2� p � N O F a z N UJ ma P 7 17 9" 'U.1 24~ 19 a l 3.21 N 3 / / az N 33 S 83°29'2,9" E OD J L Q9 u 15.18 t e a 3i 3T 1 PHILIP LORIA =3 + , LM °-s 25 ~ 2s z Q 0)N <� =J �► JANUARY 26 2006 1 14 � 8r � . ,9 ° 83'47'30" E 138.22' N 1 13.47 C p T�T� 2.6A( ) ' 15.2 t- J 10 U'Z C� 1 J a • e OCK WOOD DOCK m ~ u• too ( ) ^ S, t 3s mNo 1 STORY FRAME BUILDING mri' Z3 WO D O g� FLOATING `/ �/y " p "' 1ACKSON to• 21 c 22 u 1 a ti "' o LJ �7���'y ,•, tm T yil a r CONC. ON �� c d �gT�a x x,L.1 CHIMNEY GUY WIRE 7 IG /113.47'"AIL REP '•"� o AIR L 1w0, 8 wT 1 20.2 ,m 1.3of W . o Z. m TH AC zo• O T14OLD z UTILITY RU E R 23 Otl 1 2 Tw 11 ^ 81 18.2e20.5R a TCMN \ x^ w Z o w CONC. BLOCK x x�0 T.8 5 7 OC ROCKS o DRAIN o 0 a ENCLOSURE POLE #4A x GER CREAS x352' 20 ;oo r 14.1 Z e ��\ L RIM .o o(nz FOR A/C UNITSDRAIN---.,, �l o O TO REMg10NCK ®24 _30,E HEIGHT OF OF STONE J a / BULKHEAD � � N NE LAR AS 1 N INN 15• JET ETTY ws 1•'- �O p20.i V � '7 • v g zo / ��µS \ 2.2'S. RIM j i cN„I 0° 3,5•� •O " IS. DIA. WIpTH OF EBS ONE O 1 11 xi12.A F s 16 a�LLO r ,9 $�v~ O w 3 _ :°° F•q• 90 a R �j � � ' E 12.3 12.2 r =� "' ,n ,a - 20.8' ' .e•. WATER - / y u 1.5 r VALVE BOX 30 7• x } rHOT ON CONe PA�� � gg C d METER / g j ° CNpKy t . RIM 3 21DMM� �T HOLE 61 x4� UT Wq SER� '5.5 � . ," ��5 x0 L0 M�Kq�`o NOVEMBER 19 , 2005 ADDED AREA OF NEW YORK STATE LAND GRANT ?9 r,• RIM R�93 / x �o 00 � PILE (TYP.)- 04 O (o ®�,� M I NWX''" EUME z tA LJ1e'-� ,� -5.13 o�y9� OCTOBER 25, 2006 ADDED LOW WATER MARK , - WOOD c P •.'"® �ipF� RAMP ^4 CK 4 • - PF��®�Fq 6AY • DRAIN/-. S - '^I 30' WOOD DOCK DO 1. Q�•9 - �" RIM1.0 �� x £Zf N (TYP•) 3o w°°° ( P' �\I, 7P S.C. TAX No. 1000- 1 17--8- 18 AREA = 149,324.97 sq. ft. PFCo �� - 3 30.5' 7' o^o *OOD ((R i3lP o _ _ (TO TIE LINE 3.428 QC. g/ , 2 A o • o o & BULKHEAD) z czD �r43. CONC-b car A�• • • 3 > $42 �0 9U�J tj 2 y y t • N \ N c CP PILE (lYP J 9 O G pis n a O� RIM R �" , if 1 LOCATION MAP (N.T.S.) •. .a ' . x�$ x GUY WIRE -8-0 -6.Z7 0 9 oyo^Js�' x RIM�O POE `!ern x -8.02 TOTAL NEW YORK STATE LAND GRANT AREA = 105,000.00 sq. ft. P x I x4$ x 30" WOE��W WATER UARK AT WATER MARK AT 10-0-0 OF OFlob /SOUTNOLD 3° °oo ��( • o`��oy� O REVISION DATE: PROJECT TITLE & LOCATION: •4 00 '<02 (UNDERWATER LAND) 2.410 CIC. 03-28-06 =n N x-7.97 9 E� ! ft09-02-06{ gra e�f FlanPeconicLandTrust . o NEW YORK STATE LAND GRANT LESS = 93, 174.69 sq; . -0 -06 Q. MA�0'r o - x 809 - - - - _ - - ° - - - - - - - - - - - - P 0 S.C. TAX No. 1000- 117--8- 18 AREA 11-13-06 P.O. Box 1776 • 4§ Z RIM x� 0 • � p00�CR� REPAIR/ REPLACE ROCKS IN 15'x352' OF S ONE JETTY / 2. 139 C1 C. 11-15-06 Southampton New York 11969 ° • 20 4' x x O 50 • tD THRU®AND INCREASE HEIGHT OF JETTY BY ONE 02-27--07 r • : w' m n,+ LARGE ROCK 024'-30' IN DIA. WIDTH OF JETTY IS 1 2 O MANN" ,-b ' N I • x TO REMAIN ASIS. I TOTAL NEW YORK STATE LAND GRANT AND 05-21-08 - Project Located at f- �, 1 p P 19 e as mZ 1 oN N�� 'ry •O . i PILE (TYP.) r 1 S.C. TAX No. 1000- 117--8- 18 AREA = 242,499. 66 sq. ft. 05-13-10 ' w Z LD x`�- 7 Q ,", %� -8.25 • ' O n _ m 36X10' METAL • °�K -6.85 02-09-14 Suffolk e.. o a (7 3° °°° ll,p•1 • ° �' --- --- 74.6' - MANHOLE =20.4' COVER ! RAMP �_ I I 567 CIC• 03-22-14 • --- 4j9 RIM M 5'x O FLOATING DOCK • 05-06-14 Ne w Suffolk, New York 11956 n PILE (TYP.) x-8.5o -8.2s REPAIR/REPLACE ROCKS IN 15'x352; OF STONE JETTY . Tax No. 1000-117-08-18 Wx e ( kP I mTHRU V AND INCREASE HEIGHT OF JETTY BY ONE 09-25-17 �.-7 LARGE ROCK 024'-30- IN DIA. WIDTH OF JETTY IS f ?, 'Se("r♦. „"• - r>,rw A ` • ! 1 x joy t9e I - TO REMAIN AS IS. I r, I x `fix � �.� �9y Q• �.� a,: ,G �. ENGINEERED BY: SEAL: � Q �i O� •t o• O° l� �.Q3 ,, .c.,. � +"s' ..a~ � '� . C: Z cv OVERGROWN GRAVEL AREAPS 11 x D 7� f4 <IP1-P �0 • I a : -- --I -- • x50 • ° . ,)(P�� <1\ 8.16 G 1�P -8.12 • • ,., - - - - - 104 �p0 I -8. JA PILE (TYP.) 75 • i - _ - - - - MES DEERKI K OS , PE. ' 30 *000 pOGK . O ' Professional Engineer •' Lei I F0 c2G (tYP1 24°25'4�" E �f (7D PLPHIN x • KRI DESIGN ASSOCIATES uc C , x I residential a. commercial dost n . 260 DEER DRIVE I x r� x3`.2 Jtj�Op .� • y G -8.73 (PRE-EXISTING) w-a o I .49 31 E � MATfITUCK, NY 11952 STEPS ���. S 89 4.7 g' 0 b o 1 P0.Box 1615 (631) 298-7116 Z o�, Southold,Newyork 11911 Mail: &tWoptorinent Ln - METAL RAIL FOR BOAT LAUNCH 07 S 8 1°15 12 99 E z y e O ' `y co G S 2 9' 7' 1 0" E 19 1 .88' .88' � I 1 Kehl Desfpn Associates,LLC•faffnerly D A K Associates,LLC A Z CONC. CON RETE ,.; ':': °s a 35.1 1 FOUND BROK STEPS RAISED CONC. PAD CONC., 1.12 META RAILL FOR 0 1 soA4 L4UNCH $ S° Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, ° •. CONC. MON. --REMAINS OF POST & RAIL FENCE x]' 1 `,.l<^ .;:;"'„":.;`:... _ 4' ,�22' C I CJ g - _ MEr` L BGSQAD S 74646139- 6.31 4° DC such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, �- _MA - I 46 3 m co r� and requirements with such agencies prior to construction. CONC. WALK �GAS� IK1 LIN E q 9 ;>� 2 . ... a ALL o Ov y �.2.(. ."GONG.' Lt1 j I � 'STEPS . � CONC o � 62.60 -.192.94' N 83 45 00 WZ5U o to - �o 0 - s� x F En MAIN � :.- N OWNERSHIP A D US F R E 0 DRAWINGS: . 0 0 r S• o' - v v 0 O h s b I ' o �.. 0 x ' ""'""•`+. 548 :•�-'• •'• ^::.�:`.::;:.`;':-�.,'-..<.�`..'''.: ••-ay •" "- ��'"�°' " • v v vxu oO 0 W �l -c �b7 'bn These drawings and specifications including udin9 the ideas, � d esi n and arrangements an em n ts reP re sen t e dtherein, are the property ertY 0 f STREET x � I East End Design Associates LLC. No Part thereof shoIf be copied, disclosed to others or used in connection with any o work or project other than for which they have been prepared without written consent of East End Design Associates L LCx •coNcR ETEPAVEMENT 1 L D T O O �y h N - z ME .......... , v CK & CONC. REVET v o ROCK N Ry S 83 45'00 E 183.50 r Q\, CONC 7 ' < .. "AD S1�HMgRINf note o o m �, I SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY { JOSEPH A. INGEGNO LICENSED LAND SURVEYOR IS 49668) s• !d ,•.. FOUND BROKEN N •. CONC. MON.NOR CHAIN LINK FENCE CONC. 0� N 00�EnY v o PN� EXISTING JETTY v o I !• a 5 2 GATE j0, TIED LINE APPARENT HIGH WATER MARK ON JUNE 17, 2005 °1. �"�. O Z / k•c- N 9 �� EXISTING KHFAD I / 153 o 0 / 176.52 o Cu � �� � o w FENCE /' 6 . N 88'43 33 W = f APPROVED BY I r, 1 A �`' ' 1 BOARD OF TRUSTEES m , . I -2� w rn I J rt (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON MAY 19, 2005, OWN OF SOUTHOtD N� i JUL 2 7 2018 � C;1 /r I $o I DATE se7Mt l�j1$ TEST HOLE B I TEST HOLE B2 0o I .4%x GRAVEL AREA (PARTIALLY OVERGROWN) � To of New 1 ` - • • • EXISTING x� � / PLATFORM / Q) MXED SAND AJD lMM WED SMO.LOAD AND MOM h "Mff Bulkhead +7.3' +7.0 7 / Op ry I • P• KIEV. ,.. 2.9' I +/.0' {• ' d•• I` / �' / ^h• DRDU D WATER WATER.MM SAND.[DAN AND DEBR>5 ^• � � 1 •. ,_. ME 9l01Yx frlE TO COARSE SAND 5W y I Top of New _ I "°W„ I I Jetty +6.8' +6.0' MAXIMUM Z '� 30" ADDITION TO REPAIR/RESTORE JETTY - �r �' %� � _ I To of Old +5.0 etty +4.3' +4.0' JETTY HEIGHT ' FROM DAMAGE CAUSED t Y' «++•.w►AA[•wT•w nN[ro mrra Srwo Sw a.rt.w•M[e•o•++n"[ro°aArPSE SAND sW JFROM SANDY STGI�Ivi o\ R a• I o I �i' - I•F 3.0 w HEIGHT HT MAX.X. F G MA 0 30 � CONCRETE ON E T E O O W n• ° .. I d I 1 �, 2.0 , w I - - - - - - - - - - - - - - - - - - - - -� High Water w POLEtt x // ,M 6o �4 Mark 1 .8' + 1.0' JETTY TO BE CONSTRUCTED ' N 3J ZELECTRIC x'¢ / CO C) IN A PYRAMID SHAPE WITH •,�' METER • 3 TES HOLE 82 N01 EELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM Low Water 0 0 AN APPROXIMATE BASE OF •: ". en �_ WOOD JETTY EXISTING ELEVATIONS ARE SHOWN THUS:1S Mark -0.04 _ p' 15 -0 AND TO EXTEND OUT ° • � CO � � EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - `s- - --- OF THE WATER TO A TOP u,•e Q' •0. GRAVEL AREA (PARTIALLY OVERGROWN) F.FL. - FIRST FLOOR w -2.0' WIDTH OF 7'-0" MAX Z N G.FL - GARAGE FLOOR I�f • °• / •� / T.S. - TOP OF BULKHEAD 8.8. - BOTTOM OF BULKHEAD • a :o T.W. - TOP OF WALL ' . .. X. : o: N 3 OS 30 �V CHAIN LINK FENCE � 24.43' �Y B.W. - BOTTOM OF WALL 'O •A .•'•w.• ja 5 N. D J FENCE AJ -4.0 I � W D.s's. I � ENCE 0.7S. 2.9'E. + r 1 N/0/F -5.0 ROBIN ISLANS HOLDINGS LLC. Bottom of -6.0' Marina Basin Next to Jetty - NOTE: ALL BULKHEADS, WAVE-BREAKS NOTE: A CRANE ON A BARGE WILL BE USED AND OLD CONCRETE FORMS TO RELOCATE ANY PIECE OF BROKEN I ALONG THE JETTY THAT WERE CONCRETE AND TO POSITION ANY NEW +/- USED DURING THE ORIGINAL NATURAL STONE THAT NEEDS TO BE 15' CONSTRUCTION ARE TO BE LOCATED TO � ALLOW FOR THE REMOVED RECONSTRUCTION OF THE JETTY. I I � NOTE: ANY BROKEN CONCRETE THAT NEEDS a Su ®IDI ate ror� Jetty etas I / Cross Sectio j TO BE REPOSITIONED WILL BE REMOVED a FROM THE JETTY AND RELOCATED ON ' Scale: N.T.S. 1 THE INSIDE OF THE JETTY- IN THE CORNER WHERE THE JETTY ORIGINATED ADDITION TO HEIGHT OF 'JETTY I i I REPAIR OF JETTY TO BE DONE WITH ONLY i NEW NATURAL STONES OF SUFFICIENT SIZE , , LEGEND WALL EDGE OF PAVEMENT OH OVERHEAD WIRES E ELECTRIC UNE W WATER MAIN -x x- CHAIN LINK FENCE 3 -o o FENCE OTHER 3.41 FIRST STREET RIM RIM 3.99 23 3. k Zg 2.791 2.49CD 214 2.88 3.37 RIM 3,381 > GUY WIRE N 06'54'30" E 272.54' WOOD PosTs3.s CONCRETE -�, a-�-a-e-e-•e.-e s FE WOOD POSTS .STAKE 5.0 1.1 N o 9 E 32.20' S SANITARY UNE 1.3'E ® DRAINAGE INLET 3.9 " I I O O I SIGN -sem ( x t1• J i b "s°o>� �I a- �Q� UTILITY POLE GRA VEL 4.3 " _ Uj o BOLLARD PROPOSED NYS OPRHP os I (1 EASEMENT AREA GARDEN 42 I w �/ GO STRUCTURE - SANITARY . GARDEN a p (44,779 SF TO INE GARDEN ( I x `-} I STRUCTURE - DRAINAGE APPARENT HIGH WATER UNE c, a x x x z 0Ir �A � ELECTRIC CONTROL BOX 51,99.3 S.F. TO HIGH m GATE o W o�w ( (�J W WATER UNE DESCRIBE D X I I m s x /N L 12646 P. 869) a.3 a.s O Q p ® WATER VALVE W a: Ix x x _______4.4 _� xi M ►-w +5.43 SPOT ELEVATION I LP3rPoM r-1 r� rRes, r�� �n RW1 rRw�LP4 ( ^ IY k.7 t k6;,A 14.91; k.ad 4.rjd 4.93 �9a k..,>I Os p ® WATER METER 1101 1&1 101 101 1&1 1&1 1 s 1 1&1 IJ 1...11 L1J LTJ L1J �J� �f1 I RIN '-�N RIM R11+ RIY "Rlr 0 RIM RIM I •�/ p + 6.4� b.3d 6.3d b.3d b.»1 6.4I ni 3.49 15.51 1&1 IM 101 1®1 101 101-l 1 101 I C Z I L J P1- L J L J L J P- tJ L1J r1� 1�� r-•1 r-� r 1 r-1 4• E 0 6'"4"� 4s""sJ b""'4d 13'";'1 4s`�:'� s'� 1 r"s -li- II Z 101 101 I®I I®I 101 101 1 S� RIM r RI11 Y rRl!M.1 1R1�IM �Y 1 �JR3/� 6.41 5.44 6.4d 6.4� b.sd 15-411 3.9 I--1 SJ1--j,&S�LP1 I Z '.'. . W x I kIMH2 40 y � SAMTARY LOCATION TES 0.5'N 4.6 MH3R1 6.37IM 6.24 s.2 a.s W S 02`11'44" W 6,36\ ss s.fio W SANITARY �i�6� 8"7 I RAMP I_7.90 Q 1.79 BUILDING CORNER sr s RIM s., I = w STRUCTURE X I RIMS♦ $ 6.90 / t A B 1p.941246a OGT a '� F LL O N M GT 20.5' 58.5' ST 39' 45' DECK y� 11.' RIM 4.3 Q _ '�g ..� 6.7 RIO - 7.1 6.89 -- 7.11 0 ..�: 'B o OD MH1 38.5' 60' 50.7' m 111111111 5- I x I ro F.F. EL 8.93 '� 13.3' 0 I MI-12 51 44 Ao a y o N 22.0' 1 1/2 STORY N o x W W MI-13 65' 36' 4.2 O RIDGE EL 30.85 BUILDING D"'° w x o I ON PILES J • LPI 51' 76' :•:: ':' •' 7aT 13.9' r IM N. 22.0' w 2nd FL EL. 18.71 i�1 66 p m G N.:06''1'300 ;•;E.:: N 50.6' 5.42 O1 O` ).: O m F " 8.93 8.93 { 3.9 3 T Q LP3 104too LP2 •' 77' 49.60_". .': .• MONUMENT 00 � DECK 10 4.7 N `{ co� FOUND FE 40 oo°a io w x LP4 82.5' 98' 0 4'70.5'w oU I e, L N GT = GREASE TRAP / ST = SEPTIC TANK / o 4.2 W MH = MANHOLE J V '�' CONCRETE GftE I 5.5 5.7 5.5 3.6 RAMP OF 1 p, / oiE Q BARRIER °oNosts x 53 LP = LEACHING POOL OR:"D � Y , GO \ 0 COVERCONIC. a8.1' x M�. 0 VP.�p 1�. @ CONCRETE I 0 m �osr u i STORY h Pao p��Q :LAN . MARINA M ACCESSORY o CONIC. PAD •CT �AKp W/FLAG x 1b O_.� POLE (MONUMENT) 48.1' Z27' 4 5.4 5.1 3.8 S 8343'00" E NO i G3: %/ I 18.38' 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT '07" ,., PROPOSED NY5 OPRHP 5.92 S 00'47 E INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL RMAR EASEMENT AREA S o21939 E 12.17' PURPOSE. OD BULKHEAD �'ntD S � x 5"' � " E 44.19W � � S 02'22'54' E 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND 3 ` THEREFORE, THE EXISTENCE OF ANY COVENANTS. RESTRICTIONS. wooD wALKwAv 2'02 v 5.32' _ g '16�5~ E " EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT s s7 x'44" E O 24• � ��F- SHOWN OR ADDRESSED. 5 2•g5• h o S 01*30'29' W 0 3.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS 25.20 p SURVEY. 4.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE CU ROGUE HARBOR PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND Oj, 4 THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES. ° RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO $ 32•15'54w E BUILDINGS OR ANY OTHER CONSTRUCTION. 9.18' S.LOT AREA = 93,588 SQUARE FEET OR 2.148 ACRES. � � �► v* ♦ S 227414" E o Q 11.26• TAX LOT 22 & 23 0 9.ELEVATIONS SHOWN HEREON REFER TO NAVD, 1988. N 89151'08" E LAND NOW OR FORMERLY OF $ 10. BUILDING OFFSETS ARE SHOWN TO FOUNDATION. TOWN OF SOUTHOLD OCK "BOAT BASIN" 6 a y ° ° I ° W S 83!7'57" E a 10.90' ° f 0. 2/12/16CW CIIENTCCIMMENTS Date on ° *40 w a Surveyed by. R.By Drafted by. A.V.R. R-J Checked by: C.W. to 110 I� ° ° w 1 Q N aAMM Barrett -i Bonacci & n 110Van Weel e PC U L 2 7 20 , i , t ° w I N Q I Civil Engineers 175A Commerce Drive a �� o �� t ___�.-,:odd � Hauppauge, NY 11788 G ° S 8175^x2-E - T 631.435.1111 � 21.64' d � B��afd'1{i�;,1_;,S �-,��,.� Surveyors Planners F 631.435.1022 ' OG► www.bbvpc.com v ° vG Tax Map: DISTRICT 1000 SECTION 117 BLOCK 8 LOT 18.1 . 0Ca�1ndicatedlerson thatihis ° of f wosmadein PROPERTY wdsl Code of Nodw land Surveyors adoptedby the I1Uw Y Sttae N ° is� � sm,ArE ° and is not cudlicmion of fide,zoning or freedom ui of encumbrances. Said certifications shall run NEW SUFFOLK and=f" '''�'°'''a� persons, TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. O entities or subsequent owners. i Oaf S Urwudarl�rl al6eratlarl i b d113 survey FINAL iso violaMan of Section 7209 of New York 9 SURVEY�R��State Education law 1 Copies of M survey mop not bearing the land embossed seal and�gnakpfe shall not be soonsidered to be a tue and valid copy G 2016 BBV PC Date le Projed No' 4 LK flN� FEBRUARY 2,2016 1"=30' A1202 8A Sheet� � of s1 VIEW. FINAL