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HomeMy WebLinkAbout1000-111.-14-19 ��g, $oU � � jy - MAILING ADDRESS: OFFICE LOCATION: �� O l Town Hall Annex tl ; P.O. Box 1179 54375 State Route 25 • rt"'• • Southold, NY 11971 • (cor. Main Rd. &Youngs Ave.) G p ,�aQ,'�� Telephone: 631 765-1938 Southold,NY 11971 `. O1 urt%i LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator • Date: September 11, 2015 Re: Local Waterfront Coastal Consistency Review for THOMAS MACARI SCTM# 1000-111-14-19 Nancy Dwyer on behalf of THOMAS MACARI requests an Administrative Permit to remove the lap siding from the existing 1,700sq.ft. 1 '/Z story dwelling which will expose the studs, install new sheathing onto the exposed studs, and install cedar siding; and replace the 525sq.ft. deck and deck support posts attached to dwelling on existing footprint. Located: 1320 Little Peconic Bay Road, Cutchogue. SCTM# 111-14-19 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 EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); 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: Lori Hulse, Assistant Town Attorney Town of Southold D C V e\ LWRP CONSISTENCY ASSESSMENT FORM SEP 0 8 2 015 --� A. INSTRUCTIONS _ Southoki Town Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A 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 supporting arid;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 SITX AND PROPOSED ACTION SCTM# 111- - 14- _ 19 - PROJECT NAME Macari Residence The Application has been submitted to(check appropriate response): ' Town Board ❑ Planning Board❑ Building Dept. n Board of Trustees N` 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital n 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: Repairs and updates-new sheathing and siding on existing structure, replace decking and ha�Cn ?mils, repair or replace deck frame structure as needed and provide new deck support posts with footings. t f l Location of action: 1320 Little Peconic Bay Road,Cutchogue Site acreage: _41 acres/17,973 sq.ft _ --- — --------.- --- Present land use: Single family dwelling with deck Present zoning classification: R-4o _- . —._--_-_ -_ -. 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:_ Nancy Dwyer Design Consulting, Inc. (b) Mailing address: PO Box 632 Southold, NY 11971 _ (c) Telephone number:Area Code( ) 631-765-8905 (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'? 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 I. 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 fII—Policies; Page 2 for evaluation criteria. n Yes No '41 Not Applicable Attach additional sheets if necessary i µ 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 Yes fl No El Not Applicable 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 'I- Yes [1 No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding aerosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes No Wr Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section tII —Policies Pages 16 through 21 for evaluation criteria Yes No 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. ❑ 1_`R 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. Ti Yes n No I i 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. Ti Yes No VI 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. Yell No I Not Applicable 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 Ill—Policies; Pages 47 through 56 for evaluation criteria. If�T l Yes Li No I`'y Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Lo i.g Island Sound, the Peconic Estuary and Town waters. See LWRP Section TR—Policies; Pages 57 through 62 for evaluation criteria. I I Yes No LiftNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section —Policies; Pages 62 through 65 for evaluation criteria. I— Yes LI No 17��Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section ffi—Policies;Pages 65 through 68 for evaluation criteria. I I Yes No `1 Not Applicable PREPARED BY Nancy Dwyer TITLE Agent DATE 8.27.2015 ,mightt • net 51 T WI CiLIGGZl7S ii�ni5 i3:io iv,1��..,�-, • S C.T.M.P(' 0I57PI:T:low sEcnqu:rt. &OtK. 's LCT(;r 79 :0------- N\ va it_ em.,-4 ' \9 C.� J e O m. \ �� ' A it.: ff,: 1 .in lar rss \ ...,,,.\ { J, ` t . r. a, /!/ • vovCt•OAa (Ly t)I,• CON 'K++ two. -regc t.nac•, '--- rLM+ 'j. 4i pgEhBA0. \.. ''70M��• rail t4z+i l N • .ew ZaS wvOLO w 4.,Air, 47t. '¢r 151' A. z, NO TOT 7r. aw7 _ it I— ft.ra :-:' g +, ns o(. , I.a o 5 3f WO LOT:25e. +xnrt Co N1 • S. TA \ -,\ 0 ),S 01 r-.TL x+' r .—+ ri:;)... '0,--'. 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MINOMI t, , ,PO 29 ti - °qs - _ SECTIIMMIZMON 1 MEM - COUNTY OF SUFFOLK © u� IMO s Nonce °°'� Tatt Sernce Agency ftt v —_ :ai•+ , � 0, �q/!t�,s ReelpUroNi y lra xSUsFeY 11001 cel-K PY MPP t .. �r u. —_..__ a..' wam_ ,owcraGu+.,exm.w..e V'tiR! eamtr e•Oar=e,.� — a..N. .' �."' ar'°�°'Pw,.',rx.i.wnno•P,xn NEM :i R+) .e– _.__ '"'"�— ew.'------- 0x.0000..0+w"".a'n 1.1 yN ti,NTv,1u ... r titN=1 ...'u. .. .. P REVISIONS: N / O / F SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-116-1-8.3 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF NORTH FORK PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20•25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS COUNTRY CLUB PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. . S 8 E 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. Tc,,..10,50„ 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO _EL. EL. • �' PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR N / O / F 00 / SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS_ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE \ EL. DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS.TREES AND OTHER PLANTS WHENEVER POSSIBLE. ?IC) E \ / BEXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG NORTH FORK ' / TFFOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR AWELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. / / / A).IF THE DEPTH OF EXCAVATION 15 6 FEET OR LESS,OVER DIG BY 3-4 FEET. ' \ / / / B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR COUNTRY CLUB �-I_ . ' • ^ HILLSINSTAIDE EXCAVATION: \ v / HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY .� / BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). / // / \ . ..... ' / J / A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. • /EL/ / \ / / \ CP/ 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS / / TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. / / %/ I l/ '\ UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. ! / 1 1 / \A�/ / /a / T 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER / / / / I / �,/ (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH / DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. '/ ' I / ' \ ' ' / O % EL. / vi / I N / / . 9' / / / / / /z ‘� / m ' / / /. ,i Oil / MEETS & BOUNDS -" Ori.: ‘\ / , ' r/ / / BY: JOHN EHLERS, LAND SURVEYOR ') / / ' . " /' /' // DATED: 11-]9-2014 �Z 'CJ, eP TITAL WETLAND / , ' / / 0 , / ' , BOUNDRY � , " - , -- - N - /' ' / / O ,z r/ , / sE cATE L _ / DR!VE AY j h+i \ EE AHPN ► N / O / F " " "rte ' JACQUELINE KNOBELAUCH . I \ I / / /1�� 5 1 \ EXISTING FRAMEb t / .< ��.- PLAYHOUSE -- �� , 1\1.3 BARBARA ROSSH '� ' ` — , 4 ' .a•_ • ' \1 ` YBALES/SILT FENCEITAMARA TYREE '\ \ \ \, v 0?0 x • i LIMI',S OF DISTURBANC , 7 \ \ \ �/� I , \ , 0 \ j t 1 \ 6,6 EN �� \ 6' I /' EX1�1N(2 S'� �S I \♦ ' `}FQ�pGIq,Q \ , / / HOUSE :, I ,E , �, r::)H • J'•` RO1O AREA 1993!2 FT -� Q �Q• ep ,E9��•C�` \ , { ^ w' —g1 4a2 CU FTF/TRn. 1 , �1 V is ` I ` \N a+ " ` I mix(63'4 CU.FT.) I , , \ \ TREES TO BE REMQVED OF2 Vi _ / o/ '` (ASS OWN ON PLAN o ,1 ( ` fiZi° S I D \ `` MAIN A1��1 MIN.10'SEPERATION ^2.:, 5 ,cf TOE J BETWE LIRYWELL AND WATER LINE IR^die.. ' I. -. 014. \1 4;7 �l EXI�(C C' L':O EX.EvDENC S E I AND IN.124ANDSEPTIOCSYSTBETWEEN 1 �I�b`�� CEDAR q^dh, PEM`„vJMW /�• �L HAY BALE/SILT FENCE�„e I OAK DE ;N Ex PooFTO r \ I 0 LIMITS OFIDISTURBANCE R I •I6o,K� .�' 000511C' / [� \ EXISTING I 11F nt!i. 1 \ CONSTRVC'EI ON SITEFOA I .,...9' O •pATION OF aNSTRVCTION / ,r� � ARBOR / \ / seo 1 Cr( .! \ �1/ 1 , PRpPp AS10 EX1�1N�'GE / ` N / O / F i \ ' ' 1 ' I I6•dla. Rp{SE�P GARA 1 / 0 \ \\ INSTALL NEW WATER METER AND 0 •1V rila , I OAK „�AyN R \` CONNECT TO PRL VI VERIFY JACQUELINE KNOBELAUCH W6"-. I \til\ 10. AEC �4ITCM PORT-A-LAV TO REMAIN LOCATIONS AND PRCIVIDE PROPER I 1 4'dIs• 111/.3 ` 4AK 1 �ci .'kg W ANSEtA ON SITE FOP bURATION j>04, 1L SETBACKS FROM UND RGROUND BIRCH5L GCI*'StO➢c OF CONSTRUCTION � 1 \ , Op•SEO �_ � µ as I F�� �\UTILTIIES,SEPTICSYST;M, G. 41....It BARBARA ROSS ) C(/) w L \ PR I- DE. d$ 1 ''••_ `1 Pp•Llly`a tH`Povc�KPpO �, 1 CONCRETE), \/I/^ \ r f-a ✓"' ON ,\ 5 12\• , Pe Oa_O �OB45EM ` WASH OUT `+;••�.••• �``(� •� 9 I • 1 L 14'dla \ o ,onK9. A oR _EL. TAMARA TYREE o a Z id• Ia•dla. enGKWA'• eP •'•. • -7r 10' \ sH \ 1� Lt `1 OAK 5.0' eOv-W p�'tisd�s•_c�A) •• • ••.sk . t : I l \ W N ,\ I F IP?EXISTING GA2E30 1 2� PDDL pRYJ Eu E/ INSTALL NOV 1000g� [T� �� 1 LOCATION loUrE •la'd+a. { 1 U� EQUIPMENT 1 I UNDERGROUND \ I 1 \ RV PON IF) OAK I SOIL PROPANE TANK. \ MPROPANE HEATER ' S. ' HEAATER.GENERAOR, \ \ 1 \ EL �j 0 I 1:4:11;-t aooD,00065 LOCATION \ \ ` { Q,� ( I • \ HOUSEAPPLIANCESY.� /) (/`off■ 7 11' Cr,'„, I1 •MAPLE —` 48di a'' oA.6•PIEEX.WELL { \ \ \ I S V O� 9'S O\�' FQ1 Y,4'dle. Ill I IOAKO •6"d(.L.A / \ \ W` / QE, OAK ^ •dla. d� MAPLE • AK ,0'R' EXISTING WELL TO HOUSE TO \ { y, \ f O ,\ I `P�ATO ATEA.2502 SQ.FT. 1�%RUNNOFf/2')? I 14• I BE USED AND RE-CONNECTED / I �� N • 2Qi O0 • O D VEGETATED bP,VWELL F 1I CU FT.)TOTAL 418 CU.FT.PROVIDE APACI 522 a FOR IRRIGATION USE ONLY W M \ I I�OAY� . / 1 \ I W \XJ W F-i-FI „' � 1 .� ID'di • 0 Q� oAK/ EL \ \ , I — WM / STONE DRIVEWAY / O O TITAL WETLANDS \, I , EL , _ _ _ N 87°19'0'' B' .�` I B' 10' EL. /'1 m \ , / ,I 38 • 4.o 7.03 0> I / / 7' o / / , � 1 I ® m a m c7 dJ U 1, 1/ I elk. XO m �► + SITE PLAN � � ° L. G � \r/ 0 u c! ,' _ _ ' SCALE: 1" = 30'-0' �,.,,. up d .4 �i N / O / F 0 p ., rri i ' KATHLEEN AND � . I 1kL RODGER COPEii Lo U , \ GRADE misson all .11 in vFe oo N o CLI \ H , ;//10 ��O H \ N / 0 / F � �► �j KATHLEEN AND PERSPECTIVE VIEW o DOWNS � \ COPEI RODGER 00 CO 36' MINIMUM 2X2• °�3 EK \ FENCE POST / EN1 A \ WOVEN WIRE FENCEZ i (6X6 - 10/10 WWF) ti V °Z. \ FILTER CLOTH • o x SLOPE (V /�^'�a \ Ll1. �..s i y L i i a `� //` � DRY WELLS TO BE 10' MIN. it::::) _Iz u L J AWAY FROM HOUSE O EMBED FILTER CLOTH +� GR �� .1 �� MIN. 6" INTO GROUND N Ap kt O _ E ! AUG 3 1 2015 A 411 z ~ ...>"� .s... ,-;::(-��Fr,. � �► �� \ 1. (�. J F. . - t� NOTE: V y MAXIMUM DRAINAGE AREA DRAWN: MH/MS 1/2 ACRE/ 100 LINEAR FEET SCALE: 1/4"=1'-0' JOB* August 31,2015 SECTION DETAIL N EVV SUFFOLK AVENUE SHEET NUMBER:' SILT FENCE DETAILS NIM1 SCALE:NTS 1 SURVEY OF P OPF3TY SITUATED AT SOUND 0 . PECONIC ISLA�AD o0 L0 � / TOWN OF SOUT�( OLD o� SUFFOLK COUNTY, NEW YORK 00 0 S.C . TAX No. 1000-73- 04-01 0 OD SCALE 1 "=30' GD • 160.37' N 89'29'30" E 75.71 ' N �, I JUNE 29, 2000 - - - - DD2 O c, N 85.32'19" E TIE LINE ALONG APPARENT HIGH WA ER MARK _ 230 LINER FEET OF ROCK REVENTMENT �V r I AUGUST 1 7, 2000 LOCATED CESSPOOLS & DECK 2,7 AVERAGING 8 FEET IN WIDTH DECEMBER 15, 2003 FOUNDATION LOCATION 2.7 3.2 _ x3.3 01'`i ,'y tb ' MAY 20, 2005 UNDER CONSTRUCTION SURVEY FOR GARAGE 85.37' 2.7 3.1 .�--��'I�I�II�IW-WBOULDERS-Ii 3.8 wv; � I APRIL 24, 2006 FINAL SURVEY FOR HOUSE & GARAGE ' E _ _ � �0r� �� �c� <� ,��.i �. -4 MAY 20, 2015 UPDATE SURVEY FOR ROCK REVENTMENT PLACEMENT 1\1 BO. 54. - - - 3.5 �a r� �j ".�- =..a_-a = _ __�_..,� """?...,4114.'.4 STEPS `' tz' 2.7 OVLDE ''�� �i i rQ1. -- .- - - -_ _ '"- BLUE -6 ITl n 2��, '� _ = 7� - - - - \�\ \\\\\ \ �A ''''''-z6''' WOOD STA �' ��-�s, yyl�� .: - _- __ \ \ \ \ \\ POOP& 1 -EPS------___�_ AREA = 108,001 .89 sq. ft. Q p�I�•�•.�"pI i�i iiiii �i %= r-� _ - � � � \\\\\ \ 00� ST 1NG I� � 61�� - TOE OF BLUFF==_ i/ _- _ _ _ \\ \\ CK -1 ( 0 TIE LINE) 2.479 ac. ��.^ �- \1 T �S a I T E 1 �� � i �/ i i // 3 \\ \ �1 W OD1DE \ /1 6 A.A �'' A-- - ____-__Ti - _- - moi i i / -- !� --�/// 4.4 �I TOP FF \ \ I I I I FRAME ,•��7�IL2� , �86 «�'��"��' = - ��i i i/i i '/% / n m \ 32.6 111 I I I ( SH€Di (�����`� ,-/'� ��. X5 `% / 34.6 34.7 I m TIx) 342 / I 1` / r_ ii// ' `•Y ` 'o 323 - 38.0 / 35.7 34.6 s�ly� / / I 1 ���P ///i/ /� 0 36 37.8 x 37.6 I x ,,,, ,-,---•,M „„ ',,xw„..,, $F / / / I 1� O` j//5�/7 / - vi., pfd CD'10. x 37.6 -,m„ ,u`.., °' 34.9 • /33.6 / / \ / / /6h / / ' o,,a/"'°` K, 40'10& 38.0 ,, d '" ' \ 35.5 x O�v � `x / // / / // \ ''f 2 \ NO��> ,s Fa RO° , I 1F-12\ l c2s.5- j.3O 5// / , .//''''''' ' ` 4'.� s � �� / ' a HOUSE OOpSTA ZAR- 14E 37.8 )35.4 FAD 1b� � i s CP / 'z.s / o� HA x 37.2 F. plyT 32.5 a,. 37.4 O FL x JN`� S �� S� 0,,,d-,,, DRAIN '. 34.9 \�vL 1 of PIG / / ., c�\ ,(�,0 •34.1 ‹,,o / 10 / / o°'\, '� `L�.F, 1y. s \ //S4<`> "o cFtP , ' i,/ •P`.2 /y 33.8// �y�� / , \ • TOP OF BLUFF EL. 34.6' F.FL. EL. 36.1' --- // '1,- ' PIG D SZOE�i4O o 0 �i� O�E,R0\in x32. �F / � EL. 34.3' --- / (. �P S 0 � F Q0 LP GAS / p 0 ..... . S P . X00 i\ ..... ... .. / / GP�� OAF �` �h t`.'�► y\��F �- �. VALVE 61 y/ P� \ Q O'er . �� o 6� / F`` NOo t r✓INDOW~/ j`, �'--SEP / oo� �'C�Oy0 '. 3 Fl S F 1.5' T/C / /i ck TI / WECC WALL ROCK _ TANk R 000 / oop ,x) yd) atij as' oo� ,,,0 d? / /ST ti �� o v // S�FR $� �� / // �� \ ��� 95/ 44111111111k locc:.,D. 65�/ o• PG .,' ' ::::::-:. PGU 97i-? ?, // \ y ,P s c CESSPOOL �o oo� -.7-. °-Ps- p� / ` .. F2 so 0 oL car / \ F4,, G'G� 2� o,F,, pP�c \ F4iy/ oP /i O� 9, (7\ G� \<. ' iso,, � � Liv \ A:1_,41 A% \ TOE OF BLUFF ��oV ` �o \\ s9 `� EL. 8.9' -- p.o \ 2p • \ 1 TO 4 TON STONES • osT� �</ry \ �i� \--.-..--) ... , ��F \` ��(5. \ �r� TIE LINE ALONG APPARENT HIGH WATER LM2R� - EL. 3.1' - - - HIGH-WATER LINE - F y�Fc\ \ f� 4,0 c<>�FRTR/C \ \ O�0A LOW WATER LINE �` - - - - - - - T°-7 N \\ `'4, ,\ MATCH LINE o N N �\ e \`i%,'? \ BLUFF CROSS - SECTION \ 04. \ \ \\s \ SCALE 1 "= 10' \ N \ \ \ cSL \ ` S \ \ ve \ /), , ls\ \\ ST \ \ N otiF \ F \ Ti", \ UT I�13W7E p% \ . f 4, -9' \\ SPLIT 70- \ NOTES: N RAIL FENCE \ .\ 1 . LOT NUMBERS REFER TO A MINOR SUBDIVISION \\ \WELL , - \\ 43.0 KNOWN AS "CABOT'S WOODS" \ �$s. 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.Q \\ \��yF9 \ °G0 0 •ti° \ EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - -20- - - - - \ �p *- \ �� / �A1i EFL - FIRST FLOOR °etic \S FRED x \ 'b./ �\ 3. COASTAL EROSION HAZARD LINE TAKEN FROM: �� N sN \ '��' COASTAL EROSION HAZARD AREA MAP ' / \ PHOTO No. 57-556-83 SHEET 6 OF 49 a N 4,, / N 1 cP / / N Q`' ' / X00+ �'���/ ���� y0� 0 Ny Q.' [t L t;.j" ?.' 1% ^ t c.,(, / $ 1 SA'.Cj� 4,919.77' •`� �+ � i $ vac 04D / ,° Geo¢ J AUG 1 7 2015 G0 `°tip/S0& ,� // . .. _ R. ,• 52 , 'Sp sy 'sso PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH U...E--Br''ME.N,EW YORK STATE LAND TITLE AS51164004.t_¢ .7eie N t8. a 4 r Q�` c11 N.Y.S. Lic. No. 50467 r AD UNAUTHORIZED ALTERATION OR ADDITION \ I ) L II e�C R.48) Nathan Taft Corwin III TO THIS SURVEY EDUCONON2LOA9W TSTA VIOLATION YORK STATE . -M-1 Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ' Successor To: Stanley J. lsaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND ' TO THE ASSIGNEES OF THE LENDING INSTI- ' PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. . 20-346I L Di MAC �1 U ,,,. Al ..E5IDENCEz REPAIRS $ UPDATESin in 0 N N c0 — f.., ? n . g 0 ;' '76'"777-1" ,g �{ _. a.'t t p ,`.f.', ;.,"F9.. c, .n3_,, M,",..s ro,, d°,s :s.•!w' rz L ,s ,qyF .{. 'v •] --,. s i • i -ir d Z4.474, .•. ,d s .w` -s' o r .,rt, »"s�- -.,�" r,,"M` �" tits" '.s t, -',.--,41.,,,,,,,,t,,,-- ' AyGt�ee ,7' 1 .�•. ',r. .7 :�"�.,.� 4 t tl 3 '404, .R 4- - qdi,:. 454-4,-i"-.4'.4.; 'S b _ .,w'1 3^. y;; .k•x. ,' k -4,-,e, i "`a`Ssna _ ra i ,k'4''2+ ,i.:•_,. ,,, ,k•t •;*!:* ^* 'J a,.-, "- ql,., -� _ _ i• x ev.- 'yamr ; . ,�y �,< .. ... �,k,- .a �,�'�. ',a� •p $ -�� a '�"! 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