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HomeMy WebLinkAbout1000-118.-1-18.4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex A P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 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: July 13, 2026 Re- LWRP Coastal Consistency Review John M. Miller Lifetime QTIP Trust, SCTM #1000-118.-1-18.4 This application is to construct a dock attached to bulkhead consisting of a 3'xl4' hinged ramp to a 6'x20' floating dock secured by two 10" diameter piles situated in an "L" configuration; construct a 16'x33' swimming pool (southwest corner to be elevated up to 18" above existing grade); remove portion of existing stone patio as needed and install 6' wide paver stones; construct a 596 sq. ft. masonry pool patio; and install a pool drywell and pool enclosure fencing. 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 INCONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed pool is inconsistent with Policy 6.3A because it does not comply with Town Code Chapter §275-3(D)(1)(a)[5] that states the setback at the top of the bank slope for a swimming pool and related structures: 60 feet. The proposed ramp and dock attached to the existing bulkhead is consistent with Policy 6.3A because it complies with the Town Code associated with the regulations below: Town Code Chapter§275-11 Construction and operation standards C. In water. The following standards are required for all in-water operations (2): Docks. (a) Standards for residential and commercial docks; general rules. (b) Dock locations and lengths (c) Regulations for the placement and configuration of docking facilities. [1]Residential docks. 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. 2 f • Town of Southold QCSC�LEDd(�� LWRP CONSISTENCY ASSESSMENT FORM !UN 2 9 2026 A. INSTRUCTIONS "NNINLD TOWN PLANNING BOARD l. All applicants for permits* including Town of Southold agencies, shall comp ete t 1s 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) 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 Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 118 - 1 18.4 PROJECT NAME John M.Miller Lifetime QTIP Trust 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: Construct a dock attached to bulkhead,consisting of a 3'x 14'hinged ramp and 6'x 20'float,secured by(2) 10"-diameter piles,as depicted on the project plan prepared by En-Consultants,dated May 28,2026;and construct a 16'x 33'swimming pool(southwest corner to be elevated up to 18"above existing grade),remove portion of existing stone patio as needed,install 6'wide paver stones, construct a 596 sf masonry pool patio,and install a pool drywell and pool-enclosure fencing,all as depicted on the survey/site plan by Kenneth M.Woychuk Land Surveying,PLLC,last dated June 4,2026. Location of action: 1132 Bridge Lane,Cutchogue Site acreage: 1.12 acres Present land use: Residential,single-family dwelling 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: John M.Miller Lifetime QTIP Trust (b) Mailing address: c/o Ruth Metcalf&Sara Ehrenson Miller,Trustees 1132 Bridge Lane,Cutchogue,NY 11935 (c) Telephone number: Area Code 631-682-2595 (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,USACE,NYSDOS 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. Yes1:1 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 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 ADDENDUM-- 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 ADDENDUM-- 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 --SEE ATTACHED ADDENDUM-- 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 --SEE ATTACHED ADDENDUM-- Attach additional sheets if necessary WORKING COAST POLICIES LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JOHN M.MILLER LIFETIME QTIP TRUST 1132 BRIDGE LANE CUTCHOGUE,NY SCTM#1000-118-1-18.4 POLICIES 5.6&9 One of the project elements is a small dock,which will be fully compliant with the construction and operation standards set forth for docks in Section 275-11(C)(2)of the Town Code. Specifically,with no dock located to the southwest,there is no established pier line for the dock to align with,but the float will be oriented parallel with the bulkhead and extend into the water waterway only 18 feet,a fraction of the 400-ft wide waterway and significantly less than the adjacent dock to the northeast,which based on aerial imagery extends roughly 45 feet seaward of the bulkhead.The dock is also positioned in the center of the property,and the float would rest in 30 to 36 inches of water depth at mean low water.Given the minimal scope of the dock, including the absence of a pile-supported catwalk in the waterway,it will have no adverse impacts on water quality,nor the quality and function of the surrounding tidal wetland ecosystem; and it will in no way interfere with navigation or impede public access or uie of the Wunneweta Pond,- consistent with the standards for permit issuance set forth in Section 275-12 of the Town Code,and with the goals of LVW Policies 5, 6,and 9. The other project element is a swimming pool with surrounding patio to be located immediately seaward of the existing dwelling's covered porch.The pool and patio are modestly designed and positioned well above the groundwater table within the highly elevated(EL 16)and predominantly flat area adjacent to the dwelling,in part to minimize the vertical exposure of the waterside of the pool,primarily its southwest corner,to approximately 18 inches.The pool is also set back nearly 80 feet from wetlands (50%more than the required 60-foot setback),and a drywell is proposed to contain pool backwash.The pool will thus be well protected from potential flooding and erosion risks;will have no adverse impacts on water quality; and will cause no physical loss,degradation,or functional loss of ecological components,or otherwise impair the quality or function of the surrounding tidal wetland ecosystem, consistent with the goals of LWRP Policies 5 and 6, and with the standards for permit issuance set forth in Section 275-12 of the Town Code. 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 4 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 TLECoastal Management Specialist DATE 6/4/2026 Robert E.Herriflann-30 Amended on 811105 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.GT.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q�, y 1000 118 1 18.4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN t'si cfc Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 1.12 Generated by a Two(2")Inch Rainfall on Site? X the Scope of work for Proposed Construction) (This item will include all run-off created by siteb,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Construct a dock attached to bulkhead,consisting of a 3'x 14' Slopes Controlling Surface Water Flow, urged ramp an 6'x 20'float,secured by 2 10"-diameter piles, 3 Does the Site Plan and/or Survey describe the erosion X as depicted on the project plan prepared by En-Consultants, and sediment control practices that will be used to to May 28,2026;and construct a 16'x 33'swimming pool control site erosion and storm water discharger.This sou west comer to be elevated up to 18"above existing gra e , Item must be maintained throughout the Entire Construction Period. remove portion of existing stone patio as needed,install 6'wide paver stones,construct a 596 sf masonry pool patio,and insta a 4 Will this Project Require any Land Fillin�Grading or ❑ Excavation where ere is a change to a Natural pool drywell and pool-enclosure fencing,all as depicted on the Existing Grade involving more than 200 Cubic Yards survey site plan by Kenneth M.Woyc uk Land Surveying, of Material within any Parcel? .,d PLLC,last dated June 4,2026. 5 Will this Application Require Land Disturbing Activities F X Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? -1 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-30-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1:1 X 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity.2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any 1-1constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?fre>s uem.rm xor include the Installation of Ihlveway Apmns.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, a Storer-Water,Grading Drainage&Erosion Control Plan is Required the Town of component shall be prepared by a qualified Design Professional Licensed in New York Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit that is knowledgeable in the principles and practices of Stone Water Management. (NOTE:A Check Mark(X)and/or Answer for each Question is!Mired for a Completed Application). STATE OF NEW YORK, COUNTY OF Suffolk SS - That I, Robert E.Herrmann gig ) being duty sworn,deposes and says that he/she is the applicant for Permit, - -- :: - ---t Name of mdmdual sr Documen, And that he/she is the Agent - ------------------------------------------------------------------------------------------------------------------•--------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 4th &day ,__June ,2026 --------------------- - -------------------- J NotaryPuh .c ------ ---- --- --------------------------------------- KIM H. STEPI-IENS atureo pp t) FORM - 06/10 mowry No.OIST5015931 Qualified in Suffolk County My Commission Expires August 02,20 R.— {E.9] 12 aw ,oma N S °9 P �) Wunnewe(a / tYAMcI - w - P '. 3. Toni% U ,Ao —103 db a t w �'• DWG-, . t a` •P � 1 i w f S ` 4 a� e — -- --^-- �„� NOTICE COUNTY OFSUFFOLK © K a rromN,om sECTK»/NO G„�,,,,• Mom— ,�• f�,l —� --,-- --,,,-- Real Property Tax Service Agency y ,n cew,tau.,xn.m..a.xrnw, >. 118 A �,� •• P tM° PROPERTY IAAP `Y • �.tyz:fir- .; x i `+YI d-�. ♦ wry •fi'I�--�"�/ � �.• �•��-!max... - ��°k' - 1, t/`• - � MR �'�„�• ,�,. )� / r �p ` Ads Wn UIII irk (1 iJ. ". ,;a i• i „y f E N - CONSULTANTSB / OLD ° 1319 NORTH SEA RD. Horseshoe �`°°� Suffolk Canty Hagstrom SOUTHAMPTON, NY 11968 co' um IIp 2000' Q PROP. 3'x14' RAMP ► N/F 631-283-6360 V eP� S�(Access via subject PROP. 6'x20' FLOAT w jr N SECURED BY (2) 10” PILES Ar �tiE � I I FRS E 1'�'�4$�F+T 90 g property) STK. Tq ELEC k`X WUNNEWETA +18 e��x" ,/ SET e�/I9 OA STK. �wH eu,erQ POND ,�.•/ a / EDGE oP LAWco 'of (WIDTH > 400') s• ±55' ©16/ /� �� PAFRO GAS' PIN 00 p� / •I�Q„ Lngoon SAND Z(ENLE 23/ OAK / sl 1 BRICK PATIO19"OAK ltlA /18 OA 1�0 kp4 GATE+ 4"OAK ZONE 0.2% CHANCE NUAL FLOOD +\ / h STONE WALK O / \ 4 STK. 1 g \ SONRy9A Sp \ 4T/ / 35"OAK \ O 2 STY FRAME 16 9 DWELLING � D®N G ASPHALT 4\ ZONE X 0.2%CHANCE ANNUAL FLOOD �9 ® DRIVEWAY STK. STWIETWB B / D / GE T � I. Purpose:Prhete,FXnmweld bast da kage "`31 2, Mal based � � \suw;y prepared by KaFXdil M.Walchk wpv. � � '•� ��\ sroNE W�4 ° Lad`�I„w NIX,last dated Apol 1,2026 5. Patin AN-0'-0" 4, Mm ad ammw dlarm m sdFaaaFac h OaIFIe ad we Ilta"I*t0 eSt2+Ish(Jr*d 1oWF Ar i 63ti ,%W,ad 61C mre wum detab for t1H1y _ as cr b purrpassr ad are rot r amtd to serMe PPOP05W f70CK FOR L IM M� OW TRU5T as a abatlhlte fa eFgllealq a calzhuctht plars for ambucUmpipases 20' 20' FOR JOHN M,Mll Ll V ON WUNNMfA ti, rrojMNo.000-118 F1dg66ale,eOtd,rq,e, POW, CLMCH06 �, 5UFFOLK COUNTY, NY SCiM ND,1000-II&I.18,4 1" — 40' WA I OF 2, 5-28-26 ti 5�CTON THFU PPOP05�12 POCK PPOP05W POCK 6' �I.OAT x MHW 2'-6" MI.W 0'-0" 10' (2) 10" pU5 E N - CONSULTANTS 1319 NORTH SEA RD. SOUTHAMPTON, W 11968 631-283-6360 ROP05W POCK FR I IMTIW QflF 1RU5f FR JOHN K Mll,l. ON WUNN MM POW, CUTCH06T, 5UFFOI K CO,, NY PA6� 2 OF 2, 5-28-26 S.C.T.M.# DISTRICT: 1000 SECTION: 118 BLOCK: 1 LOT: 18.4 Ii I /S}61 4 p�p I I TIDAL WETLAND BOUNDARY AS DELINEATED BY DEPTH SOUNDINGS �` ��F' ' EN-CONSULTANTS 10-15-2025 DATUM MLW 0.0 1 X I +� , 11 , �� STK.► y,36 3o tk`� . •�yh/ I � r< ,' � -,�X ,110•p ELEC/ M ETOR 1.3'S', x I''19°OAK;" �' % ) STK. x s�o LAND N/F OF Two$ �o� d� ! ;' t' �0 r0 KATHERINE PERRETTA MEAN HIGH WATER ALONG BULKHEAD P�``PG �� ;A� /� ;/ EDGE OF LAWN � EQUALS TIDAL WETLAND BOUNDARY AS DETERMINED BY EN-CONSULTANTS,10-15 2025 °� cb r/ '' !' �rr STONE `1r� \ � C" \\sr�/RFF y / 16 PA� L.P. PIN �kFNp� +78' i / PATIO ::::.�� GAS ��� o�j� SAND �O 'ZONE AE ,f "' o EX. STONE PATIO �, \ (off 1 i (EL6) 2eOAK /- / t� / DECK BR WHERE NEEDED J' k 19"OAKC' / I 2 h STO�F \l `\ --- s' GATE 19 OAK ............... c{' \ BRICK ,� �o�j� 18"OAK% / r . h PATIO F r i i 6 �.......... ..::::::... \O` 4. CZ4°OAK ZONE�ro.2�° ` �.o� PROP, g(v.. •�.____w�...;��-./ CHANCE ANNUAL FLOOD % .6'� PAVER STON,� •......... .. ; I `Z 05 r 6• Q C6 • O ....... STONE WALK O \. �jo / /'� •�.•:::.F.::::::•::�::. � P4OP.�'POOL F�.^��CE I ,,. �`13' c� _\, STK. ti �vw STY FRAME c� 11 - 1$ DWELLING#1132............:::.. \;L / GRAVEL << (Jp NCO ROf?�'�. Roo , . _ l O \ DRIVEWAY 1 �, �Q7.R/�F 76'a-3 ipR ...�6 35"OAK ��� 8°x'�RTp 3'A, , ` p ::: ,I _ ZONE X 0.2%CHANCE ANNUAL FLOOD �� F F� ORJ' - jco DRAIN '� qT�p 'i�4 VtN`-- ASPHALT v� ® ``� Y DRIVEWAY / LAND N/F OF 11r ; \ F ALAN CARDINALE ���o, S9o4p'1p, ,STQ/y��gC` --- -��..- COVERED STOOP STONE - - PILLAR BELG.BLOCK CURB _ `\��_ \ \ ^l - , - -fro N��o SS o ~`�\ COtVc.`__ STK. 9 \ do / ,� �� 4p 1 , , STEPS - �°� ==` ` J-il � Z� �L_�,-. RASH` `\`�^�__----^, STONE C�1�$ ZONEAE Y� _ ------- --- - -_"^� •(� ,`,`w` �07VC. �EN LOSURE (EL6) J6' , "" -` - - -� 17 ,STEPS ---- 1 LqN - - \ '-� ��''�N 76�'4'S:f 0" W e-I 00.77' .- -� pUIVD W.V. r----r- to Y ACC --'� IV 6 0 �� '� 4S J E 10 p4 TIDAL WETLAND BOUNDARY AS DELINEATED BY EN-CONSULTANTS 10-15-2025 NYSDEC ADJACENT AREA MEAN HIGH WATER -- _ - ; FEMA MAP#36103CO502H TOWN BUILDABLE LAND (LOT AREA BETWEEN ELEV 14&WETLAND BOUNDARY) 201'23' ~ _ _�� �� ( �--� EFFECTIVE 09/25/2009 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOT AREA 45,108 S.F. LOT AREA 25,450 S.F. L-____� _ LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. EXISTING DWELLING:3,124 S.F. GARAGE:658 S.F. AREA:48,955.04 Sq. Feet or 1 .12 ACRES ELEVA77ON DATUM: NAVD88______________ PORTION OF ASPHALT DRIVEWAY:922 S.F. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY DECKS, PATIO, STOOP.- 830 S.F. PORTION OF CONC.WALK/STEPS: 150 S.F. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON GARAGE:658 S.F. BRICK PATIO: 298 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7I77J770N, GUARANTEES ARE NOT TRANSFERABLE. 2 028 S.F.or 8.0% THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS 4,612 S.F. or 10.2% AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY PROP. POOL& PATIO - 1124 S.F. SURVEY OF:DESCRIBED PROPERTY of NEB, r CERTIFIED TO: SARAH EHRENSON MILLER; 5,736 S.F. or 12.7% MAP OF: `P "N "' woy 0� FILED: q z srrUATED AT:NASSAU POINT TOWN OF:SOUTHOLD .�''� KENNETH M WOYCHUK LAND SURVEYING, PLLC ' SUFFOLK COUNTY, NEW YORK ��s 0 OF-82 9- Professional Land Surveying and Design REVISED 06-04-26 '� ; P.O. Box 153 Aquebogue, New York 11931 REVISED 04-01 -26 FILE #225-234 SCALE:1 "=20' DATE:JAN. 13, 202611 N.Y.S LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588