Loading...
HomeMy WebLinkAbout1000-106.-1-27 4f soar MAILING ADDRESS: OFFICE LOCATION: �®�'� ��¢'® P.O. Box 1179 Town Hall Annex 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) . Southold, NY 11971 � t� �Q Telephone: 631 765-1933 16UI' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 6, 2025 Re: LWRP Coastal Consistency Review TENFORTY CENTRAL LLC Clearing & Regrading SCTM#1000-106.-1-27 This application is to clear (including nine trees to be replaced 1 to 1), and re-grade an area between the 50 ' and 100' from the top of bluff on this currently vacant property. Approximately 227 cubic yards of earthen fill material will be sourced from proposed on- site construction of a new home proposed to be located more than 100' from the top of bluff, to create a more level rear yard by raising (max. 4ft.) or lowering (max. 2ft.) existing grade elevations. Also proposed is a 50-foot-wide non-disturbance buffer along the landward edge of the top crest of the bluff, and a 25-foot-wide non-turf buffer area between the 50-foot and 75-foot setbacks. 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 proposal is INCONSISTENT, based on the following: Policy 6.1 A. Avoid adverse changes to the Long Island Sound and Peconic Bay ecosystems that would result from impairment of ecological quality, as indicated by item 9. Physical loss of ecological components, including the clearing of upland forest. This parcel is currently undeveloped and wooded. The clearing and grading within 100' of the top of bluff is proposed for a use that is not water-dependent (having a level back yard). This is inconsistent with this policy to avoid physical loss of woodlands when possible. The parcel has sufficient depth to avoid having to do any clearing within 100' of the top of bluff, and still have room fora back yard. Policy 4.1 A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water dependent uses and coastal hazard areas. Locate new development which is not water dependent as far away from coastal hazard areas as practical. The proposal is not a water-dependent use, and should be located as far away from the top of bluff and coastal hazard area as practical. This parcel is currently undeveloped, providing the opportunity to be consistent with this policy by moving the house farther away from the top of bluff, thus allowing for a rear yard that could be cleared and graded without impacting the woodlands that will be stabilizing the bluff for years to come. The R-40 zoning district allows for a front yard setback of as little as 50'. Currently the house is proposed to be set back from the front at 109'. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM AUG 2 9 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 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 Depart , a libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION C d SCTM# 116 - 1 _ 27 ®� l Su PROJECT NAME Tenforty Central LLC S a , 2 &1Z\j >7� The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Clear(including nine trees to be replaced 1:1)and re-grade area of property between 50-foot and 100-foot top of bluff setbacks,using approximately 227 cy of earthen fill material sourced from proposed on-site construction located more than 100 feet from top of bluff, to create more level rear yard by raising(max.4 feet)or lowering(max.2 feet)existing grade elevations;construct,at least 100 feet from bluff,a 2-story,2,304 sf single-family dwelling(serviced by I/A sanitary system located outside Chapter 275 jurisdicion)with attached 2nd floor balcony,swimming pool and raised patio with BBQ/sink(outdoor kitchen), and associated stoops and steps;and establish and perpetually maintain a 50-foot wide non-disturbance buffer landward of top of bluff,and a 25-foot wide non-turf buffer between the 50-foot and 75-foot bluff setbacks,all as depicted on the site plan prepared by Madigan Architects,last dated June 30, 2025. Location of action: 1940 Central Drive,Mattituck Site acreage: 1.35 Present land use: Vacant-Residential Present zoning classification: R-40 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: Tenforty Central LLC (b) Mailing address: c/o Italian Green Design 530 West 25th Street,New York,NY 10001 (c) Telephone number: Area Code 646-895-9430 (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 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 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 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 As designed,the project is consistent with Policy 3 to the extent that all proposed construction will occur at least 100 feet from the top of bluff,and a 50'wide non-disturbance buffer will be maintained between the top of bluff and the area of the property to be developed, thus maintaining an undisturbed visual buffer between the proposed development and Long Island Sound and adjacent beach. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached narrative addressing Policies 4,5, and 6. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached narrative addressing Policies 4, 5,and 6. 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 r LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR TENFORTY CENTRAL LLC 1940 CENTRAL AVENUE MATTITUCK, NY SCTM#1000-106-1-27 LWRP Policies 4, 5 & 6 The proposed development of the property has been designed to conform to the required 100-foot setback from the top of bluff set forth by Sections 280-116(A)(1) and 275-3(D)(1)(b) of the Town Code, as all structures and sanitary system components will be set back 100 or more feet from the top of bluff. And to mitigate potential impacts associated with the proposed construction, all proposed clearing and re-grading activities would occur no closer than 50 feet from the top of bluff, and the nine trees to be removed from inside the 100-foot setback will be replaced 1 for 1; a 50-foot wide non-disturbance buffer will be perpetually maintained adjacent to the top of bluff, an additional 25-foot wide non-turf buffer will be maintained between the 50-foot and 75-foot bluff setbacks; a low-nitrogen, I/A sanitary system will be located more than 250 feet from the top of bluff, a stormwater drainage system and dedicated pool drywell will be located more than 100 feet from the top of bluff; and a project limiting fence will be installed along the 50-foot bluff setback to control and contain site disturbance and potential runoff during construction. Thus, as designed with the incorporated mitigation, the project will minimize the potential for damage or loss from erosion; protect groundwater quality; and protect the quality and function of the surrounding ecosystem, including the adjacent bluff, beach, and tidal waters of Long Island Sound, consistent with the standards for issuance of a Town Wetlands Permit set forth in Section 275-12 of the Town Code and with the goals of Policies 4, 5 and 6 of the Local Waterfront Revitalization Program. See attached narrative addressing Policies 4,5, and 6. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable 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. ❑ Yes ❑ No® 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 III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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 ® 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 ® Not Applicable PREPARED BY TITL$Coastal Management Specialist DATEJuly 1,2025 Robert E. a ann Amended on 811105 SURVEY N0: 24-0103 /// SURVEY NOTES: SURVEYED: 12-11-23 —LOCATIONS OF EXISTING DWELLINGS ON ADJACENT LOTS ARE FOR REFERENCE ONLY AND ARE FROM SURVEYS REFERENCED BELOW. / IGHEST WATER MARK THEY WERE NOT FIELD VERIFIED DUE TO HEAVY BRUSH AND LACK OF ACCESS — ALL OWNERS FROM ADJACENT LOTS ARE FROM SUFFOLK COUNTY GIS WEBSITE AND ARE AS CURRENT AS THE WEBSITE STAKEOUT: 1-15-24 VEGETATION) — CONTOUR DATA DERIVED FROM GROUND SURVEY SHOTS TAKEN ON THE DATE OF SURVEY AS WELL AS CONTOUR DATA REFERENCED ON 1 O/1 O/Z4 (LINE OF / BELOW Pl1��10 SURVEY REFERENCES INFO ADDED: 2-15-24 ��I 1. COASTAL EROSION HAZARD AREA MAP,PHOTO No.59-533-83,SHEET 2 OF 49 HAZARD LINE ADDED: 3-13-24 2. CONTOUR DATA; https://gis.ny.gov/nys—contours(SUFFOLK COUNTY) `� A 3. FEMA INFO FROM MAP&SHAPE FILE DERIVED FROM FEMA FIRM MAP 36103CO139H EFFECTIVE MAY 4th, 1998 REVISED SEPTEMBER 25th, 2009 CONC. MON SET: 6-21-24 TIE LINE 4. TAX LOT 26 SURVEY BY NATHAN TAFT CORWIN III DATED DECEMBER 26th,2001 (APPROXIMATE DWELLING LOCATION ONLY) 5. TAX LOT 29 SURVEY BY PECONIC SURVEYORS PC DATED JANUARY 9th,2014(APPROXIMATE DWELLING LOCATION ONLY) TOPO ADDED: 10-11-24 6�° ACREAGE CORR.: 10-23-24 N 57 5'00"E + 41.6 ' CQNC. \ fP �o MON SET �0 s x�' / � �o TACK &,FIUB SETT CON. CONC. o ON LINE,,�' o ON. MON SET cp 800� � /ell i FOUND \ NA �ET / PATH IN P�a I K NW 'SET QV \ SAN o EPG� P's? i� LARGE BOULDERS HW' 1 12 00' B T,,TOM OF �o �_ CONC. �\ BLUFF\ /FYI `�� ! o gory°�� FOUND �y o COASTAL EROSION HAZARD INE SCALED FROM DEC HAZARD P,p0 (SOUTHOLD 2 OF 4})� SOS 5j 2g J�00 tia°�o°�"i2�•o 5ep0 0 " o° -- o ,. ;.- -"•P�,�•OGE PP 00 "�\" � a�po,•o° 56A°.btioo /ea"° CD 01. un bo o°,�tio o o\.,°'• o °o 8 �' 0 P s• qb - 0P PRj i G e0° tiV�� 5 F 'DO 0 ^ / _STOP OF BLUFF \� gTi 00 .0 c2 CONC. MON; T FOUND `�1yp 0 \ 92.00 \ CONC. MONe FOUND'. 3. \`'~..,_:.... A\ SOS �P�OItP�`5,,: 62•\\ e�p0 \ SP GPa� 550� 92.00 �J P G�P�P 6 a P e000 ._ �14 Qg g' \ e6 p0 \ AY \ Fo 5.0' W • \0 0 � \ \ \ L=187.14 ° \ R=176.79 w.� 5�`►ts\lo yro CONC. yeti Vk\ ON. ' - o\ FOUND 120.00 �y ------- CONC. 77.26,00. r/ °a P SET ON. RIVEWPY �. / .' o A� RIVE FOUND °NW , � � CEN of °Hw 20 0o °°a 50 — "'"�DO •'moo °HH.� TOTAL DEVELOPABLE LOT AREA (SOUTH OF T.O. BLUFF)= 33,244 SQUARE FEET VERTICAL DATUM: NAVD88 SCALE: 1"=60' TOPOGRAPHICAL SURVEY �E�F NEvvyo SITUATE AT FtD D. ������ M ATTI TU CK TOWN OF SOUTHOLD COUNTY OF SUFFOLK r LAND SURVEYING STATE OF NEW YORK FILED MAP: CAPTAIN KIDD ESTATES SURVEY PREPARED FOR AND CERTIFIED TO: FjL 051099 FILED: JANUARY 19th, 1949 sF�CANDsv FILE NO: 1672 BLOCK: 1 MASSAPEQUA ♦ NEW YORK LOT(S): 4 GERARD D. LENZE L.S. PRESIDENT TAX MAP ID: 1000-106.00-01.00-027.000 PHONE: (516)967-3028 NYS LICENSED LAND SURVEYOR EMAIL: LENZELANDSURVEYING@GMAIL.COM PROPERTY AREA (TO TIE LINE)= 1.35 ACRES/ 58,635 SQ. FEET LICENSE NO. 051099 SURVEY NOTES I UNAUTHORIZED'ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW•COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY•GUARANTEES OR CERTIFICATIONS INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,LENDING INSTITURON,AND GOVERNMENT AGENCY USTED HEREON#GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS♦ENCROACHMENTS BELOW GRADE AND/OR SUBSURFACE FEATURES,IF ANY,NOT LOCATED OR SHOWN HEREON 1 OFFSETS SHOWN ARE FOR INFORMATIONAL PURPOSE ONLY. THEY ARE NOT INTENDED TO ESTABLISH PROPERTY LINES FOR THE ERECTION OF FENCES,STRUCTURES,OR ANY OTHER IMPROVEMENT•SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE•SURVEY PERFORMED IN ACCORDANCE WITH THE EXISTING'CODE OF PRACTICE FOR LAND SURVEYS' ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS 0 PROPERTY CORNERS WERE NOT SET AS PART OF THIS SURVEY ^�r r iv pi- Cemrai ur > 3 . r. Google Earth N v:- NO RWA VA ' t �`,- �� ��' f '. �. , 1 A',:'�Ji�a �qP� �1��Y '' `•�.# � '3s" � 61N <r 4 .\ � - .f � ..ti, ! :r a �- �. .I'S,: � ! �Oe. .•Its V ��_`• +/��� , �?�.:1.,"'. - s F,Tlf�l '�c.��jp rR f/P,�:'� -/ y� •.1'. �yy; .,�� g�.d� + n7/f'`�� 'i�""4 �, Flu "� �;�' •� '.'' f i � �• aiµ��/ems; s.+° ► f. �:� ` / ►-� k.• �#'' � �,, �. `�� �. • �� � ,�� 0. -fit bi�.��� jjjk 1 vp �s(FEZ �• }.F� —.--��T�.. ,, ^j''►' .� ' c1�1 ? 4 1. ty �,- r .3 �-. FF- lk ON WON 411 WS VN Pik •/ l / l l I / III / I / l I / I l / / � / / l / I ",y + � ►`Y '`�Pe a. S=�'►�'4 ®, fit:��`����'. `' 1 �y� .. '1 'Sr� 9•'l.✓`� _ r \v:��� s.,::...� r ". � ,�." `s ' - Ili 1 � �•'v x Y A Y � �� I �.oy •tom �" a` ... .,+ L � �1 [ i ' SEE eE.O NO.OBB $EE SEC N0.08b W t2aeAe •�,` °° McMATCN WFIR t AMibt �601 0 Y (2) n .> %•1t 4 g e aa'� t 2 ... 8 1 ,' 8y. - � 10.eNc1 • a�V h i I.' l M x `(� matm Y '' " . �� d-ice c Ewsr ND e x 5�i1 �' IA zen m(6)<, _... .. n t1y3 l �t'`..__... « D.s x(6)=+ s y A°etg� a' `� a a�"r;µ`•(i jjf e . 0.M. 2 •• tz�a"a;� '72 • p^^ e uoxae r ° g ! e.M(o) ( D>osa - .,. fir'' •, o J'� E tx 1 a t r$ r ep� � zrsE ,121 r .F•.S S V p g 08A QO S .b Y4 p 9, 4„ � ` �J•J x1 y ��1 b��� 2fA -' _ �� � ' ) Y^.Y�� � •i cEN" i+ +� 3 pa r µ�A I�3(Ni�p Id:R-L"'�n_7 3 •-eS�'�'iH^L14 r 7� •, g.xR 3\ baxou �jlP''$ s ti NF `� 3 M1 R a n !- -vt -r-'u`-�•I.e(� 9eFT .y' n isxz r R1 9 m,UHF Le -f a f �t30 a l: ` , !�` )i K �,P[71 �e ,f, ,�'A P �,•,y,.,...-•xc ty p xr � ;� ',g 7{� �I f , t �$��•e Oe' ,p s, � ,z '.. ( 11 z.a � 7 1,g1 - s S� F y - to a {! { ('�) F a jiND, "ee3'• ' ea i'¢ e.• 5 18 a .P 1 ,n 1.9 �.. ry J' 23 �• tF .; 09�.� 14 41 � •JF v e r 50^ k� C9J � 1 � ae M1 y�• 1 a a ,, �, e.S ,p ,�1 I ) I1 � -sl vy e -M1.< � r, e a R ... a•b _ ., ; 7 iq �� xoa w,. ..n � _ A p .°3"Ft? 'at e h y R 11 me � za.0 eY +t ape v�,J F;y, l . il ., S.w a "'- S qS •` � ?H 4•le � T1Maas 80U)HOID „ px , 5 `?..?,,• 'i •D,)p ." 0 ., s1 e 9 -. ' pt 2W Y�7 � ) .. +�� r _ - »StpN �.c R IF A - ,. IT 6 p eb a n1.e y ,8 LY/ rk et l t ,• ' 4_'-' y 4 t '•.'f,2 y�iMG _. ea >t ,�- iZn,^ 'de,°", 'j _ zANp (t 91Mc7 '>'Y e. 5•..A'.�v .. C t. 4 ,yac, 4 • •. ..e .� 7 NQ t�:. e - STq," _. -..a.,, f t nxu - s -9 ,e,u -.,,, w 1 a .. Ip 2eNe1 1 ! Y d 11 M.t ? 4 _ S ea ,2• ry 61 e a w n W" a +zA H J ! W F <• r -1f� Nq a IT . 8 r'011. 12AY 11 C 92A ai N 2i 1 19Ak1 W ,�vM1 -d t .J• :.. A t a L - t re M1 '� web '��' hx. B2 + � Y " t ) 9EE SEC YO ;pvrc� - L of 1M A IUN10 H 5 cs G'dee3 W M 9]N<I k1 aA COUNTY OF SUFWLK U NOTICE tmD _ sEclwN nr, ___ ___ '•"J"�--_ —_— •• Q2 --L ,�r< Real P)uperty la S m—lge°.•y W rrE z '� >w w,u. tourxlxn E _ —— —_� • +rW(enn,�., R .LL!Yl lrw+ rrofauD M 106 u.r—et— r x 9ufax,Xaenv Mcelv6 � i .ZO I G SUM RY 51�'E PLAN NOTES 1. ALL METES& BOUNDS, TOPOGRAPHY, CEHA LINE PRIVATE ADDRESS: 1940 CENTRAL DRIVE HIGH TIDE LINE, FEMA FLOOD ZONE LINES, AND MATTITUCK, NY 11952 ALL OTHER INFORMATION DEPICTING THE i EXISTING CONDITIONS OF THIS SITE WAS RESIDENCE ;' TAX MAP ID: 1000-106.00-01.00-027.000 OBTAINED FROM A SURVEY AS PREPARED BY ' LENZE LAND SURVEYING WITH THE LATEST 1940 Central Drive TOWNSHIP: SOUTHOLD TOWN UPDATES BEING ADDED ON 10/11/24. 2. FOR WATERFRONT LOTS ACCESSORY MattltUCk, NY 11952 � ;' HAMLET: MATTITUCK ' STRUCTURES MAY BE LOCATED IN THE FRONT J�O APPRGXWATER"NE,°/,024 i YARD PROVIDED THAT THEY MEET THE PRINCIPAL C�Q ZONING MAP: TOWN OF SOUTHOLD ZONING MAP FRONT YARD SETBACK REQUIREMENTS AND(MATTITUCK/LAUREL ACCESSORY SIDE YARD SETBACK `��'P � i' ZONING DISTRICT: R-40 REQUIREMENTS. GHIGH WATER MARK 10/,024 / v � / +' YEAR BUILT: (NIA VACANT LOT) ITOPOGRAPHYLEGEND LOT AREA: 58,635 SF/ 1.346 ACRES (EXISTING) ' 40,000 SF/0.918 ACRES (MIN PER ZONING) ARCHITECT - - - - •- - - - - - - - - EXISTING TOPOGRAPHY LINE Madigan Architects TO BE ALTERED MADI LOT WIDTH: 111 -10 GAN 53610 Main Road(EXISTING) Architects Southold NY 11971 150'-0" (MIN PER ZONING) „° EXISTING TOPOGRAPHY +1 ( )203 871-1939 i / LINIE THAT IS TO REMAIN BUILDABLE LAND AREA: 33,244 SF / (AREA LANDWARD OF BLUFF) 10, PROPOSED NEW TOPOGRAPHY LINE FEMAZj EAE j ! Y15' MAX. TOTAL LOT COVERAGE: 6,649 SF (ALLOWABLE) (20% OF BUILDABLE LAND AREA) j ( ROPOSE ) 6643 S ( 9.98% OF BUILDABLE LAND AREA) P D , F 1 D UWT . _ FILL - LYS 1 S A� [D 0(p. /,- ' 1�FEMA ZONE AE o�, oo,� I ELEV13) / - MAX. TOTAL GFA: 4,593 SF (EXCLUDING CELLAR) o 1 ' ,quo, PROPOSED MAIN HOUSE FOUNDATION: -1,763 CY(CUT) EXISTING SANDY BEACH \� - / 1 /- / / / / - --- j _ / ' (PROPOSED) 4,510 SF ACCESS PATH / \ EXISTING / GARAGE FOUNDATION: -64 CY(CUT) j :' / GUARDRAIL - / ' ' - 1 ;' // AREA OF DISTURBANCE: i (PROPOSED) 27,483 SF (AREA WITHIN SILT FENCE BOUNDARY) DRIVEWAY& FRONT YARD: +1,033 CY(FILL) EXISTING ASPHALT 10, ' PARKING LOT -/ - - - PRINCIPAL BUILDING: EAST SIDE YARD: -239 CY (CUT) 1 SOUND BEpGH pR -f , ' - f'' - MAX. HEIGHT: 35 FT(SLOPED ROOF) OR 25 FT(FLAT ROOF) + / i WEST SIDE YARD: 145 CY(FILL) SD ' ' z MAX.#OF STORIES: 21/2 STORIES 5. MIN. FRONT YARD: 50 FT ( ) MIN. SEC. FRONT YARD: 35 FT REAR YARD: +227 CY FILL (BETWEEN 50FT-10OFT BLUFF SETBACK) MIN. SIDE YARD: 15 FT MIN, TOTAL SIDE YARD: 35 FT REAR YARD: (NO DISTURBANCE) MIN. REAR YARD: 50 FT (BETWEEN BLUFF LINE AND 50FT SETBACK) BLUFF SETBACK: 100 FT FROM EDGE OF BLUFF/ / / - ; , - _ / ,�� -DISTURBANCE BUFFER. REAR PATIO +65 CY (FILL) '► �2-.,/� - .-' - / NON DISTURBANC 50 FT FROM EDGE F BLUFF 0 ` EMAZONE AE ACCESSORY STRUCTURES. POOL. -200 CY ( UT)/ C .01 MAX HEIGHT: 22 FT(SLOPED ROOF) OR 16 FT(FLAT ROOF) MIN. FRONT YARD: 50 FT(WATERFRONT LOTS ONLY) TOTAL CUT: -2,266 CY CUT MIN. SETBACK SIDE/REAR: 15 FT(USE TOTAL LOT AREA) (CUT) BLUFF SETBACK: 100 FT FROM EDGE OF BLUFF TOTAL FILL: +1,648 CY (FILL) / MAX.ACC. BLDG AREA: 1,200 SF (FOR LOTS 20,000SF TO 60,000SF) / LOT 5 - i ISPAVLOU / TAX LOT29 NET CUT/FILL. 796 CY (CUT) TH N/FFaEO VLOU �' /-:-; . ,. - ,-� , ,. -- -, - _ - - - / ; SKY PLANE 450 A 0'A ANGLE STARTING AT 1 BOVE AVERAGE ELEVATION OF NATURAL GRADE (ALL STRUCTURES MUST FIT WITHIN SKYPLANE) I Issue Date&Issue Description By Check °°'^STALER° o hJAZARDA1'E NE DECK 1 10123124 FEASIBILITY STUDY SQM 3 06/30/25 ISSUE FOR TRUSTEES SQM t POOL , \ LOT COVERAGE y - JLOT 'COVERAGE -' \ - i� DEFINITION: MAIN HOUSE TURF` CE\ R E (LOT COVERAGE): BUILDING AREA L ` f / X' , � ,' ^ /. `> �.\ �,� \ DWELLINGS / - MAX FOOTPRINT: 2,304 SF CIMI OF P FIL°INGB % THE AGGREGATE OF THE MAXIMUM HORIZONTAL CROSS SECTION OF THE BUILDINGS ON 2ND FL BALCONY: 427 SF 3,SOFTFROMBLUFF�\ PORCH `, A LOT, MEASURED BETWEEN THE EXTERIOR FACES OF WALLS. GRANGE DASHED LINE, GARAGE: 882 SF hROP INCLUDES. 4'b"HfisFIPOOL �""� 'pROPO -D 25'WIDE NON-TURF BUFFER OF T AREA / ti, '� \ - - / I HE t' ENCLOSURE — 9w CE; FEN G� \, 3' DRIVEWAY / \75FTFR BLUFF 1. BALCONIES. POOL: 622 SF 2. TERRACES PATIOS DECKS AND OTHER STRUCTURES ABOVE THE POOL PATIO & BBQ: 1,386 SF PROPOSED ,. ' 1 1 1 1 T3 t ' - / PIER LINE \\ ��- 4.ENC OSUROOL �. FINISHED GRADE. TPX OT 26 i / p ���PROPOSED \f" ys m6+� N/FBAR YBARTH ( _ +�,., G / NATIVE 'O. FENCING EAST AREAWELL: 166 SF JNDITH RTH\ % -/ \ in "' ,� \ SJk PLANTINGS ,00J13LNG SETBACKS BETWEEN KSTOBESPAND \ /y `- \ ! 3. SWIMMING POOLS, TENNIS COURTS AND OTHER SIMILAR STRUCTURES. \ \ ,0O BLUFF SETBACKS TO BE RAISED / Xy.(�/J / UP TO 4'(MAX PROPOSED ELEVATION � � PLANTER� \ � - - ,Op FT FROM BLUFF CHANGE)TO CREATE LEVEL REAR + BED \ YARD,USING APPROXIMATELY 227CY �\ WEST AREAWELL: 143 SF OF\ONSUT�SOIL MATERIAL GAINED / STEPS IN / \ \ p _ o / GRAVEL PATH / - - FROM PROOSEDCONSTRUCTION irn / EXCLUDES: ' EXCAVATIONS OCCURRING>100 FT '^ / PLANER / � � �J \\ BBO OM T?P OF BLUFF,SEE ENLARGED I �" - / 'j� �U BED / % P'-^" 'I, / \ / DASHED LINE �"a \ WOODEN 1. CORNICES EAVES GUTTERS CHIMNEYS AND FIREPLACES PROJECTING FRONT PATIO/STOOP: 537 SF EXTENT OF RETAINING WALL f ] 1 1 BASEMENT \ TOW 96'-0" /. NOT MORE THAN 28 INCHES FROM EXTERIOR WALLS. ` BELOW BG.W 91' PATIO - I \ PTFXEL95'b' FRONT STEPS: 176 SF PIER LINE \� `�f �BE AR ` L' 2. STEPS AND OPEN PORCHES, PROJECTING NOT MORE THAN FIVE FEET COIL \ FROM EXTERIOR WALLS AND HAVING AN AREA OF NOT MORE THAN 30 TOTAL: 6,643 SF GENERATOR ECK/ i PO L , - GATE SQUARE FEET. DW JJJ---'''-PROPOSED HIGH W000 POOL ENCLOSURE FENCING \ 'DECK i PR O _ - 16 / BED E'R�.-, \. 4, ENCFLEOS RE '\ ,P 2ND L`05`9" �� 3. FIRST-STORY BAY WINDOWS PROJECTING NOT MORE THAN THREE FEET FROM EXTERIOR WALLS AND EXTERIOR CELLAR DOORS PROJECTING NOT DECK` .,. .9y• OUTDOOR _ MORE THAN SIX FEET FROM EXTERIOR WALLS. GATE SHOWER 2STORY /• ,bA\A ��\\ \\ \ / - - _ PR OSED 6'-0' PLANTER PRINCIPAL DWELLING `� DW ' l9 \ \ > ,ST FL E GH BED L 9s'-e" OOs \ i W POOL CLOSURE / \ \ �, \ \ \. _ - _ p,,.,•.r..,,o.mv „ .v-....a ., -we*<>a -.--.M-.,.r,TMc^.v,.+*+xrz..,_mna+...n�-,+v**:+...w'C^'-'msmm,w.+,.z,ww,.,n...+w.;»,..m;.., .-,.o.,.,..< .*r *' a-r: ,..,.r.wr ,. m„•- , ,,,tea_,..-rror » a». 4.�..,,,..»... w rw.,n.. ., - / FENCING I DW - I , _ _ \ ' SUPn PATH DIAGRAM GROSS DWELLING4 - \ \ 9T AREAWELL SED FRONT ` \ - - g'L \.p \G#' STEPS IN � \ FLOOR AY --- GRAVEL PAT .... „,. STOOP ° POR ' \ \ �- ----'fAXLOT45 PLANTING KEY _ ,VACANTLANDI WF AGLAIA TSONTAKIS 10, DEFINITION DW ,� N Seal/Signature -- �, , ��� -20' "THE CUMULATIVE AREA, IN SQUARE FEET, OF ALL \\ PLANTING WITHIN 100FT OF TOP OFF BLUFF: _ '' _-_ \ PERMEABLE \ 1-112STORV Atj-A,\A ' \ ` tea' i 3� FLOOR LEVELS OF EVERY STORY OF ALL DWELLINGS EL867vA \: ON A LOT INCLUDING ATTACHED GARAGES HAVING A REDq EXISTING TREE TO BE REMOVED �� �--, _ -- ' � \ �� f.i ' � FL EL,87'-0• - -,\ \, ` ' ,�E R� \ -- ,-- % \ \\'. \ \, ND�CNGEDASSHEXXTEN'OF CLEAR HEIGHT OF NOT LESS THAN SIX FEET Co PN MAD y/J� \ AI PROPOSED /\ PROJECT UMMITINC OF % y, EXISTING TREE TO REMAIN - - OR GEDASHEDUNE AREADF \ FENCE,ANDTTHE MEASURED FROM THE EXTERIOR FACES OF EXTERIOR -9 �� , \" \ / IND TES EXTENT OF / m� FILL / C\ I OF ONDARY AANCE/� �• PROD TLIMITINNSILTOF . , WALLS OR FROM THE CENTER LINE OF PARTY WALLS NCE.AND THE BOUNDAR OF THE AREA m, , q PROPOSED �. _ `°\ , SEPARATING TWO BUILDINGS. INTERIOR SPACES WITH ` PROPOSED NEW TREE TO BE PLANITED / \.\ OF 'STDR/NGE t ,� SEPTIC SYSTEM / NAP°\I �� AFLOOR-TO-CEILING HEIGHT IN EXCESS OF 15 FEET ..,w p rEsr I P I mV - \ - - SHALL BE COUNTED TWICE FOR GROSS FLOOR AREA. -7 040159 p� i /A PROPOSED LANDSCAPE PLANTINGS / PRO \ B6 / - LP ' \ \ i I / ' -\ THE CUMULATIVE AREA SHALL NOT INCLUDE ROOF OF NUNDE`N \OLIN '° `" OVERHANGS LESS THAN THREE FEET; UNENCLOSED ' **A TOTAL NUMBER OF 9 TREES LOCATED WITHIN THE/ DRIVEWAY', I �� / - \� I Project Name ---------`� �'� PORCHES, PATIOS, DECKS; OPEN \ OFT AND 10OFT BLUFF SETBACK ARE TO BE REMOVED ' ,' % , / -- `, PERMEABLE BALCONIES; BASEMENTS;AND ATTICS.ACCESSORY PRIVATE RESIDENCE AND REPLACED (1:1). /� �' 1' f i ' % - \ W`�84—� - \� $� 6� BUILDINGS OR STRUCTURES SHALL ALSO BE \By�?" W - ) I p0"NN ORANGE DASHED LINE EXCLUDED EXCEPT ANY PORTION THEREOF WHICH �7a INDICATES EXTENT 2� _p PROJECANDTHE SILT \ \UGF(FCS w ECONVERTEDI Project Number NDARY OF THE AREA BOU MAY BE TO HABITABLE SPACE SUCH OF DISTURBANCE HABITABLE PORTION SHALL BE INCLUDED IN THE 23009 GROSS FLOOR AREA." OPENING INSILT FENCE \ 1V •07 AT PROPOSED DR I _ w pR \ -' - EN OALOW / � 'jV{.\-� 16 160• E DURING CONSTRUCTION co"sTRucnoN/ \j r \. � �\ ;, 5 r- ........ .... ...,.. ••� �-• --- ' 1- °"ELEG 16 ; ' 0,9 MAIN HOUSE: I Description /` \ - ' PROJECT SITE PLAN ,m / —----- - � � FIRST L00 SF ' X i , 2 D FLOOR R 2,206 SF _ -�.. Scale TOTAL: 4,510 SF 1" _ 301011 SITE PLAN - TRUSTEES (ATTIC & FIRST FLOOR OF GARAGE NOT INCLUDED IN 1 1" - 30'-011 4 GFA CALCULATIONS,ATTIC TO HAVE COLLAR TIES AT -150, 150, 5'-10"ABOVE PLYWOOD SUBFLOOR AND IS THEREFOR UNINHABITABLE ATTIC SPACE) ,60 160, main AVOL -1701 S 17r I =0 U ©2018 SEAN MADIGAN EAMadigan Architects Dropbox\Madigan Arch itects\01_.Projects\24021_1940 Central Drive - Maria Goudovitch\01_Models\24021_1940 Central Drive.rvt SITE PLAN NOTES 1Z PRIVATE THE INTENTION OF THIS SITE PLAN IS TO PROVIDE DECK AN ENLARGED VERSION OF THE SITE PLAN / SHOWN ON T-010 FOCUSSING ON THE AREA RESIDENCE WITHIN THE TOP OF BLUFF AND THE 100FT BLUFF SETBACK. THIS PLAN IS SHOWN TO PROVIDE GREATER CLARITY ABOUT CUT& FILL WITHIN THIS 1940 Central Drive ZONE AND PROPOSED TOPOGRAPHICAL CHANGES. Mattituck NY 11952 / - - - ,_ - ;/� /''j / /•, 2. THERE IS NO REGRADING, CUT OR FILL BEING PROPOSED OUTSIDE OF THE PROPERTY LINE OF THE OWNER'S PROPERTY. POOL TOP OF BLUFF LI E JOPOIGRAPHY LEGEND #4y\ , - ARCHITECT EXISTIING TOPOGRAPHY LINE Madigan Architects ..,. 53610 Main Road TO BE ALTERED M/�DIGAN \\\, EQUIP ,/ ' Southold NY 11971 ./ / / :,,....... .-.... :Architects EXISTING TOPOGRAPHY +1 (203) 871-1939 ao LINE THAT IS TO REMAIN ,• / \�� / " 10 PROPOSED NEW TOPOGRAPHY LINE / PROPOSED 50'NON- OR .,1 Y DISTURBANCE BUFF ER - dop op /// \ ' /\ \/ \ / / / ' / \ DWELLING 5 17/ LIMIT OF PROPO'$ED - % CLEARING.FILLING 8 - '' •/. \:' \> '\ \ .\ , \ /. / GRADING,50 FT rROM BLUFF \ r \/ \ k s �.——————_ f /\ \ \/ ' \. \ \/\ ✓-\ _ \ \ \ / _ _ \ /i .'\ •/, PROPOSD 25'\MDE NON-TURF BUFFER - \ . Xx / 1 A/ \ 1UR \/ j\ / \/ \ \\ \ ENCING\ `\/'x IV O 2 \ \ 75 FT FROM BLUFF PIER LINE \ ORANGE SHED LINE //\\ '\ OR / / ✓V ,rr 'k' \ 1 INDICATESEXTENTOF'' -�' �,• / I \ ROJECT LIMITING SILT \ FENCE,AND THE DISTURBANCE x x \ \ 1/ `'\ ` \ , ' / �.' �/ �0�� �'// ♦ ,/ PR NATIVE /' � � �`J], ,/ r.�•.� _ \\ ! ATNE O / i \, \ .'V' !! PLANTINGS // - \ `r^. r rM.M \ I PROPOSED 1`M'f O 4'-lT'HIGHPOOL Issue Date&Issue Description By Check '� L�*C J` � �1v` I ENCLOSURE /// �� y r+�' L� I FENCING 1 10/23124 FEASIBILITY STUDY SQM 2 -/ GREEN HATCHED AREA IN o >O \ 3 06/30/25 ISSUE FOR TRUSTEES SQM \ \ � //\ , \ •\ , \ y / \ 1 / / THIS LOCATION INDICATES Y \ ' / / AREA WHERE EXISTING \ \ ASOIL IS TO BE CUT IN `q\ ORDER LEVEL OUT THE \ \ ; ' \ TOPOGRAPHYBACKYARD /I. \ \\ PINK HATCHED AREA IN - \ /X �(\ // - ✓ THIS LOCATION INDICATES '� AREA WHERE FILL IS TO BE V \\ /,• \ , \ DEPOSITED IN ORDER TO LEVEL OUT TOPOGRAPHY \ /\x/ - OF THE BACK YARD \\ 'ti \ / �� \\ - -J \ ��f,,� 700 FT FROM BLUFF 01 TER \ AREA IR B PINKK HATC HATCHESES IS A BED _ NEUTRAL ZONE WHERE / MINIMALCUT/FILL IS \ \ \ - F - PROPOSED,AND EXISTING / / ..- TOPOGRAPHY '�\ \ \ J r < \ O / Alf \ APPROXIMATELY EQTHEPROPOS UALS / D TOPOGRAPHY / \ / 5r STEPS IN I\ '\ / J \ // j/ ✓ GRAVEL PATH -/ 10 40 \ \ IPLANTER BED / \ DASHED LINE \ _ / d / EXTEMENT _ OF BASEMENT - \ w*'/ 9 ' BELOW \ EXISTING GRADE BETWEEN 50'AND LV'- �y - 100'BLUFF SETBACKS TO BE RAISED UP TO 4'(MAX PROPOSED ELEVATION/ N ` - - • -CHANGE)TO LEVEL OUT REAR YARD, BBO / ,\ \t'\ I I / \. \r..- `\'\\�'1..'14l.�✓ ,J.j.I I I V��.I�X C//// USING ONS TE SOILOXIMAT ILY 227 CY OF D Ile - FROM PROPOSED CONSTRUCTION I EXCAVATIONS OCCURRING>100 FT ' FROM? PLAN TOP OF BLUFF,SEE INSET Ile- / SINK S \ , - \ - RETAIN[ WALL \ / / \ T.O.W 98' \ ! I I I /' 1 \, \ `� .,� •`� r' \ ,PATIO - \ • , i' EL 95-6' \ ) \ PIER LINE , I1 \ PLAN �'� // /'�\✓ \, BED O \ i \PROPOSED / I 4'-0"HIGH POOL ENCLOSSURE L.1 FENCING 7 PO � / / \ �\ \ ;.\ •ter i�� ', - - / sal / \ \ AREA WELL J \ \ // / / •' / \ \ \ \ \r �\�\ R'�'�� \ , J DRVWELL Seal/Signature ��RED \` ------- aj" ARCS. \ �Cj� �Q.N M�qO � 9 � POOL q EOUIPY 11 2ND FL BALCONY el GENERATOR POOL DRYWELL GATE o�l 40159 O� PROPO 6 HIGH WOOD \ 0 �� \ \ - l P ENCLOSURE FENCING \ DECK PLANTER� \ BED Project Name y ti5 OUTDOOR PRIVATE RESIDENCE �4� „ SHOWER - - -2 STORY ^ LAER � "' ;" •, ` r :.-�� - / ` M \ \ ` ` PRINCIPAL DWELLING D,STFLEL95'G' \\ Project Number GAME 23009 DRYWELL ` \ 1 C15 \ PROPOSED6-01 HIGH OD \ , POOLENCL SE Description �.. , - ....... .. „a.....<........ N... -.. ............ ..-.� FENCING / _ 111 DW ENLARGED SITE PLAN ENLARGED SITE PLAN - TRUSTEES I Scale 1 1/811 = 1'-011 1/811 = 1'-0" T=01 I © 2018 SEAN MADIGAN EAMadigan Architects Dropbox\Madigan Arch itects\01_Priojects\24021_1940 Central Drive - Maria Goudovitch\01_Models\24021_1940 Central Drive.rvt