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HomeMy WebLinkAboutTR-10925 Glenn Goldsmith,Presmeni �O�QS�FFO(,�coG� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Co Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • ��� Southold,NY 11971 Joseph Finora ! �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board'of Trustees Field Inspection Report Date/Time: 2-141210 Completed infield by: 1 10V I En-Consultants on behalf of SCOTT & JENNIFER SCHULMAN requests a Wetland Permit to construct onto landward side of existing dwelling a 655sq.ft. 1 & 2 story garage/bedroom addition, and a 72sq.ft. one-story entry addition with 75sq.ft. covered entry deck and steps in place of existing 8'x20' covered entry porch and steps to be removed; remove existing conventional septic system and install an I/A OWTS sanitary system landward of dwelling; expand existing pervious gravel parking area, to be raised 2' above existing grade (EL 16.0) using approximately 60 cubic yards of fill trucked in from an approved upland source; and install associated 58sq.ft. of masonry retaining wall with a maximum 2' exposure above grade, screened with plantings; install stormwater drainage system; and maintain existing 5' wide non-turf buffer area along top of bank as a vegetated non-turf buffer area. Located: 1575 Pine Neck Road, Southold. SCTM# 1000-70-5-41 Type pf area to be impacted: Saltwater Wetland Freshwater Wetland Sound �y Part of Town Code proposed work falls under: Chapt. 275 t Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ✓y Yes No Not Applicable Info needed/ odifications/Conditions/Etc.: -Ivl cy-e Q e_ bi -Pf YK-ta r Cc14Ac Present Were: ✓ G. Goldsm' V N. Krup�'s ' E. Se enoski p illooly J. Finora DECLARATION OF COVENANTS THIS DECLARATION made this day of .)UCA ) f , 2010, by S,C LLI m an Scotto and Jennifer Schulman, residing at 280 Beverly Ro d, Scarsdale, NY 10583, hereinafter referred to as "DECLARANTS": W I T N E S S E T H WHEREAS, DECLARANTS are the owners of certain real property located on Pine Neck Road, Southold, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 70, Block 05, Lot 41 and filed in the Office of the Clerk of the County of Suffolk on 6 November 1909 as part of Map No. 297, which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of- Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANTS therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of - a Wetlands Permit to undertake such regulated activities, the Trustees required that a five-foot wide "nonturf buffer" be established with native plantings adjacent to and landward of the top of the slope of the embankment, NOW, THEREFORE, the DECLARANTS do hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established with native plantings and subsequently maintained adjacent to and landward of the top of the slope of the embankment on the subject premises a five-foot wide "nonturf buffer" as defined by Chapter 275 of the Town Code; and 2) This requirement may only be modified by the DECLARANTS, their heirs, assigns, purchasers, or successors in interest upon resolution of the Trustees. IN WITNESS WHEREOF, the owners have duly executed this instrument this day of 2010. Scott Schulman J nifer Schulman STATE OF / ss. COUNTY OF On the �(p day of JWijv)Oto in the year 2010, before me the An ,i,�ned, a Notary Public in and for said State, personally appeared Sco nnifer Schulman, personally p known to me or roved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that . they executed the same in their capacity, and that by their signatures on the instrument, the individual or the persons on behalf of which the individuals acted, executed the instrument. AORUM R -- Nohry Pdft Obb of Now York Not y Public Rp.Noy 01R�QOddZ98 � 2 My Om nbdm EMh=12-31.2013 Jill M.Doherty,President ��0�S�UryO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� �p 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 � t/� ae Dave Bergen G �p Telephone(631)765-1892 John Bredemeyer co Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0676C Date: August 2,2011 THIS CERTIFIES that the demolition of existing and of new sini4e- family, two-story dwelling with covered porch new sanitary system gutters to leaders to dIMells installed a 5' wide non-turf buffer adjacent to toQof slope to be maintained French drain at base of concrete walkway At 1575 Pine Neck Road, Southold,New York Suffolk County Tax Map#70-5-41 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated September 1,2009 pursuant to which Trustees Wetland Permit#7184 Dated September 23, 2009 was issued and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the demolition of existing and construction of new single-family,two-story dwelling with covered porch,new sanitaa system gutters to leaders to drywells installed a 5'wide non-turf buffer adjacent to top of slope to be maintained French drain at base of concrete walkway The certificate is issued to SCOTT&JENNIFER SCHULMAN owner of the aforesaid property. - � uthorized Signatuic kr- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK r PERMIT NO.7184 DATE: SEPTEMBER 23,2609 ISSUED TO: SCOTT&JENNIFER SCHULMAN A PROPERTY ADDRESS: 1575 PINE NECK ROAD,SOUTHOLD ` 1 SCTM#70-541 I... AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 23,2009,and in consideration of application fee in the sum of$250.00 paid by Scott&Jennifer Schulman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: t Wetland Permit to demolish the existing one-story dwelling and construct a new single-family,two-story dwelling with covered porch located 5.51'farther from wetlands and in line with neighboring dwellings; abandon existing sanitary system located less than 100'from wetlands and install new,upgraded sanitary system more than 100' from wetlands; install a drainage system of drywells; and establish 5'wide non-turf e buffer adjacent to top of slope in place of existing lawn,with the condition of the installation of a French drain at the base of the concrete walkway,a line of staked hay bales with silt fenciing is installed prior to construction, and,as depicted on'the site plan prepared by Destiri Graf P.L.S., P.C.,last dated September 312008, and received on September 1,2009. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 'b1IFFOt�. C CD02f o d y�al �ao� EL. 18.0 0.0 DARK BROWN SANDYLOAM OL 1.0' - BROWN JOCKEY CREE - _� SILTY SAND 3 - w SM 3.0' . . 100.2 �— _ a S g8 55' — EL PALE BROWN '•� /f-�'� U1pYp'( T ' 7�ppLWETI.ANDBOUNDARY Z TLPNOBO pWN NIATEDBY FINE SAND W 1 NE pF MAVNTNNED dSULTANTS W-17-25 EDGE 1 6 O Z EXISTING 5' WIDE NON-TURF BUFFER 4 CONp 810 PROPOSED 72 FT2 1-STORY ENTRY ADDITION TO BE MAINTAINED AS VEGETATED NON-TURF BUFFER TIMBER �6 C0 C.BL( y ± 55' 12 (FFE: 20.4) AND 75 FT ENTRY DECK AND STEPS HIGHEST EXPECTED 8 r �' 14 IN PLACE OF EXISTING 8' X 20' TO) BE REMOVED GROUNDWATER m 10 ±88' 1 16 - ELEV 2.0 co co GROUNDWATER Sp W t 3I 1 TOP OF BANK 16.0' Z 4 EXISTING MAIN HOUSE SEPTIC TO BE REMOVED ELEV 1.0 W O � U) EXISTING 2-STORY 3-BEDROOM RESIDENCE 16 WATER IN PALE �- AS PER SCDHS REGULATIONS BROWN > > FFE: 20.4/ FIIRST FLOOR FOOTPRINT: 1302 FT 2 PIER 1NE COVERED PORCH EP1�PC N MAG FINE SAND W ' 28T / SP � J 17.0 ~ / RE PROPOSED 1 & 2-STORY GARAGIE ADDITION LO 1S SCppRGHp ALL SITE DATA SUPPLIED KENNETH M WOYCHUCK LAND SURVEYING, N (2) 8' 0 x 8' DEEP DRY WELLS 1j4. ZST(FRM BIL GARAGE FIFE: 17/GARAGE ADDITIION FOOTPRINT: 655 FT2 TEST HOLE SCTM#1000-70-5-41 /48,698.15 SF / 1.12 ACRES N FOR MAIN HIOUSE ROOF RUNOFF DRAINAGE I 29-4 pWEEE1NG ELEVATIONS NAVD 1988 DATUM T 0 I g15T5 PROPOSED 58' LONG MASONRY RETAINING WALL NO SCALE EXISTING , E N ` N FFl 204 42 ADJACENT W �> TOP OF WALL ELEVATION 16.0' WIITH 2' WALL HEIGHT EXPOSURE TEST HOLE PERFORMED EXISTING LP TANK TO REMAIN RESIDENCE a6o 162 20.5 \ (EAST FACE OF WALL TO BE SCREENED WITH PLANTINGS) BY McDONALD GEOSCIENCE 08.25.2025 1 / / ( %�; PROPOSED 1000-GALLON CONVENTIONAL SEPTIC TANK "HIGHEST EXPECTED GROUNDWATER ELEVATION 2.0 V J 100 WETLAND SETBACK r _ ' t 4 Pp1PdA / TAKEN FROM LONG ISLAND DEPTH FINDER WEBSITE TO DIRECT EFFLUENT FROM THE POOL HOUSE W 15' _ f o TO THE MAIN HOUSE SEPTIC SYSTEM I'- 1 ) � � - WITH 8 HS-20 RATED TRAFFIC BEARING COVER 11 Q.. w/ HEAVY DUTY LOCKING CAST IRON COVER TO GRADE r — c � NOV 2 6 ?n?5 U EXPAND EXISTING PERVIOUS GRAVEL PARKING AREA TO BE N Sawfhlta Town r— RAISED UP TO 2' ABOVE EXISTING GRADE (EL 16.0) USING BozrrdofTrusr.?PS V,^ � Y 1 00' TOP OF BANK SETBACK o { ' 6POOLHOUSE APPROXIMATELY 50 CY OF CLEAN FILL TO BE TRUCKED INcu � SHOWER FROM AN APPROVED UPLAND SOURCE z LANDWARD LIMIT OF NWSDEC ARTICLE 25 JURISDICTION EQUALS ' °.91 W - Q,4 N 14 ' 2 18-FOOT ELEVATION COINTOUR DEPICTED ON SURVEY BY DESTIN P. EXISTING 1-STORY 210 FT POOL HIOUSE SET ON A SLAB GRAF, DATED SEPTEmnBER 3, 2008, BASED ON NYSDEC LETTER ' ^:I TO REMAIN SITE INFO 06 m DATED MARCH 24, 1999(1-4738-02135/00001) °° (1) 8' 0 x 6' DEEP DRY WELL LOCATION: SURVEYOR: KENNETH M WOYCHUCK LAND SURVEYING Q O 6 Pie m FOR POOL HOUSE ROOF RUNOFF DRAINAGE 1575 PINE NECK AVE SOUTHOLD, NY 11971 PO BOX 153 AQUEBOGUE, NEW Y(ORK 11931 U (n 9 EXISTING STONE RETAINING WALL TO REMAIN TEST �e AND OUTDOOR SHOWER LICENSE#050882 �� SCTM #: 1000-70-05-41 O 00 cu HOLE w, 13 AREA: 48,698.15 S Feet or 1.12 ACRES PROPOSED I/A OWTS SYSTEM (4 BEDROOMS) \�1eo , (1) 8' 0 x U DEEP DRY WELL OWNER:JENNIFER& SCOTT SCHULMAN q W U HYDRO ACTION AN400 (440GPD) ' ���� FOR SWIMMING POOL BACKWASH BUILDABLE LAND AREA. 46,824 S.F.or 1.07 ACRES WITH LOCKING COVERS TO GRADE , I 1575 PINE NECK ROAD ZONING: RESIDENTIAL 40 (R-40) CONTROL PANEL WITH GFI SERVICE OUTLET, I ST�s 1 SOUTHOLD, NY 11971 LOT COVERAGE CALCULATION: (20%ALLOWABLE) Q VENT WITH CARBON FILTER AND HYDRO ACTION HP80 1 S�pa� �P 1 z PROJECT LIMITING FENCE (AOD 13,8183 FT 2) COMPRESSOR TO BE INSTALLED WITHIN VIEW OF TREATMENT TANK PERGOLA I LL I 1 1 0 w/ 5' 0 x 4' DEEP DISTRIBUTION MANHOLE ' 4'POOLFENCE } w/ (2) 8 QS x 6 DEEP LEACHING POOLS 1 ' +ROOM FOR 50% EXPANSION ' Lot Coverage EXPANSION POOL TO BE INSTALLED AT THE TIME OF CONSTRUCTION 1 I EW YO Lot Coverage Type Lot Coverage SF Total Lot Coverage SF LEACHING POOLS WITH 8" HS-20 RATED TOP LID ' MARE �`1 WITH HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE ' BUILDABLE LAND AREA 46,824 SF ' vw EXPANSION PIPE TO BE INSTAL LED AT THE TIME OF CONSTRUCTION i EXISTING L. PIPE TO BE CAPPED OFF INSIDE MANHOLE ' f EXISTING HOUSE FOOTPRINT 1302 SF z IR 'n0N REAR SCREEN PORCH 315 SF WELL ' c 1 REAR COVERED PORCH 197 SF PROPOSED ELECTRIC GENERATOR � EXISTING COVERED ENTRY PORCH 163 SF �SFD, PRO�, SPORT COURT r'o , EXISTING POOL HOUSE 210 SF 1 ' 3 EXISTING POOL 750 SF CD ' EXISTING SPA 49 SF C"AINLBJI(FENCE CD LOT 5 EXISTING PERGOLA 154 SF CD LOT 7 N/F:ELIZABETH&SALVATORE PENNISI ' 2� NlF:ALLISON& DAVID AFFINITO I EXISTING TOTAL 3,140 SF w DWELLINGS LOT 6 ,� DWELLING EXISTING PERCENTAGE 6.7% W!PUBLIC WATER J W/PUBLIC WATER DWELLING EILL WATER f 150' , 20 100 .- I PROPOSED z WELL PROPOSED GARAGE ADDITION 655 SF W PROPOSED 1-STORY ENTRY ADDITION 72 SF 0 z PROPOSED WOOD ENTRY DECK 75 SF — Q o t z EXISTING COVERED ENTRY PORCH TBR -163 SF U) O > Q PROPOSED TOTAL 3,779 SF W Y Zul J i u PROPOSED PERCENTAGE 8.1% t.L W o Z O I I W Z W = > z � W Q Lot Coverage DEC Q a 0 I Z O ' i Q Lot Coverage Type Lot Coverage SF Totall Lot Coverage SF LO 1 ' ADJACENT AREA 11,413 SF I 799' -_ O EXISTING 22 -- -�! HOUSE FOOTPRINT 1302 SF WOODRAILFENCE _-��__ -�WpODRAILFENCE W.M. REAR SCREEN PORCH+STAIR 323 SF U _ � U.P. 1.3'S N 85030'00°w 100.00 _—� REAR COVERED PORCH +STAIR 218 SF 2 COVERED ENTRY PORCH +STAIRS 197 SF U P' EDGE OF PAVEMENT C BILCO DOOR 33 SF -� 22 EGRESS WELL 16 SF P " N CONCRETE WALKWAY 235 SF DWELLINGS W/PUBLIC WATER SANITARY SITE PLAN PORTION OF EXISTING STONE WALK 23 SF ---150'--- EXISTING TOTAL 2,347 SF DRAWN BY: KM NlF:CHARLES P BREITSTADT SCALE = 1:30 D EXISTING PERCENTAGE 20.5 l/0 DATE: 09.16.25 PROPOSED 30' 0' 30' 60' PORTION OF PROPOSED GARAGE ADDITION 109 SF SCALE- AS NOTED PROPOSED ENTRY ADDITION 72 SF SHEET -----16 ------ EXISTING CONTOURS EXISITING UTILITIES PROPOSED ENTRY DECK+STAIR 99 SF EXISTING COV'D ENTRY PORCH+STAIR TBR -197 SF r - PROPOSED CONTOURS PROPOSED UTILITIES PORTION OF EXISTING STONE WALK TBR -23 SF ❑ PROPOSED TOTAL 2,407 SF PROPOSED PERCENTAGE 21.0% OF 1 SHEET I i ARCHITECTS: KEYPLAN DRAWING LIST Sheet Number Sheet Name Sheet Group SAMUELS+ ULMAi\j T-000,00 COVER SHEET Architecture STEELMAN SOUTHOLD �-'� � - 1 575 PINE !HECK AVE SOUTHOLD, NY 11971 j A-001.00 GENERAL NOTES T T� �mm Architecture A-100.00 BASEMENT PLAN Architecture ( A-101,01 FIRST FLOOR PLAN Architecture ADDRESS: re A-102.00 SECOND FLOOR PLAN Architecture( � 9,�, �aG���• �_ -F._----- 25235 MAIN ROAD A-103.00 ROOF FLOOR PLAN Architecture CUTCHOGUE NY 11935 ;� � ' A-300.00 ELEVATIONS Architecture 631-734-6405 , w z A-301.00 ELEVATION Architecture .y JOCKEY CREEK RD• x41 $ CONSULTANTS: MARESCA&ASSOCIATES 18 -04 West Montauk Highway y8 " " ��'`�� �' :'.••� � P - w .__. ..,__... II s N.Y. 1 o -= Hampton Bays, 1946 a.. t . x erg, SITELOCATION (T) 631-728-9480 ` e OWNER: E NECKRO. PEANUTz PIN �,� lip . ALILEY I �' I SCOTT AND JEN SCHULMAN 1575 PINE NECK ROAD SOUTHOLD �,U,, '+ -K^¢�,�-; � L sr� f ..„,.,,,,.,K.., , n "'::�ltv'J'' t .�" ;n r»ti, }+µ +�[•ee ' "`i -s'�-�.. .i���y�y���3e.".ta:. ;.' v ;-il'.�''#} �-K'��?' REVISIONS: TRUSTEES 11125125 wi awl rvff -•••�f - p� '- t~� �"�A ! L ' $.J I I I .Y 8 R fi - #D{ t, n -f' , ' if Ys PROJECT NAME: SITE INFO - - -- - - _ 3 _CODE INFORMATION �t --�_ - -FEMA � _�� �x�-� �_ _ _ _ T -� . - _TEST HOLE - - LOCATION: SURVEYOR: KENNETH M WOYCHUCK LAND SURVEYING ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF FLOOD ZONES: 1575 PINE NECK AVESOUTHOLD, NY 111971 PO BOX 153 AQUEBOGUE, NEW YORK 11931 THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE OWNER SITE LOCATED IN ZONE X PER FEMA MAP #36103C0166H NOTES: WATER ENCOUNTERED 12.7' BELOW SURFACE SCTM#: 1000-70-0541 LICENSE# 050882 AND SHALL SATISFYALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF AREA: 48,698,15 Sq. Feet or 1. ACRES ZONE AE:BASE iFLQOD ELEVATIONS DETERMINED - ._-- OWNER:JENNIFER& SCOTT SCHULMA 12 ►N BUILDABLE LAND AREA: A S.F.or 1,07 ACRES ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK ZONE X:AREAS (OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD WITH 1575 PINE NECK ROAD REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQURE MILE,AND 1' DARK BROWN SANDY LOAM OL SOUTHOLD, NY 119'� 1 ZONING:RESIDENTIAL 40 (R-40) CONTRACTOR;ALL PERMITS SHALL BE SECURED AND PAID FOR BY THE TENANTS AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF FLOOD. LOT COVERAGE CALCULATION: 20%ALLOWABLE) CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE OR FLOOD PLAIN. Lot Coverage FOLLOWING: ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM. 3' BROWN SILTY SAND SM COMPLETED BY: MCDONALD GEOSERVICES Lot Coverage Type _ _ Lot Coverage SF Total Lot Coverage SF POB 1258 SOUTHOLD, NY 11971 BUILDABLE LAND AREA 46,824 SF BUILDING CODE 2020 BUILDING CODE OF THE CITY OF NY EXISTING SMOKE AND CARBON MONOXIDE 2020 CODE EXISTING HOUSE;f00TPRINT_ _ - a� 1302 SF � - _ �- TT SAFETY NOTICES 2020 CODE T � � REAR SCREEN PORCH 315 SF MECHANICAL CODE 2020 MECHANICAL CODE PALE BROWN FINE SAND SP m_rm - -- PLUMBING CODE 2020 PLUMBING CODE REAR COVERED PORCH 197 SF EXISTING COVERED ENTRY PORCH 163 SF ENERGY 2018 NYC ENERGY CONSERVATION CODE EXISTING POOL HOUSE 210 SF EXISTING POOL 750 SF SCOPE OF WORK C) EXISTING SPA 49 SF 161 EXISTING PERGOLA 154 SF HOUSE: INTERIOR AND EXTERIOR RENOVATION AND ADDITION WATER IN PALE BROWN FINE SAND SP EXISTING TOTAL 3,140 SF TO AN EXISTING TWO-STORY FAMILY DWELLING. 17' EXISTING PERCENTAGE 6.7% PROPOSED PROPOSED GARAGE ADDITION 655 SF SEPTIC SKYPLANE DIAGRAMS PR OJECT PROPOSED 1-STORY ENTRY ADDITION l75 SF __ _ NEW SEPTIC PROPOSED AT NEW LOCATION.APPLICATION IN PROGRESS AND WILL BE ATTACHED IN 1575 PINE NECK ROAD, PROPOSED WOOD ENTRY DECK 107 SF DRAWING SET AND PERMIT APPLICATION, SOUTHOLD EXISTING_COVERED ENTRY PORCH TIBR -163 SF PROPOSED TOTAL - --_- - ---- ---=-- _ 3,814SF_- -_-- _----- ENERGY CODE ' PROPOSED PERCENTAGE � $.1% ,-,__. . ---- ---.- - SEE ENERGY CODE DOCUMENTS FROM RESCHECK ON PAGE T-002! co���NE EA?C - ---- —_---_- -- — _-- - -_.- - - -- I EXISTING CHIMNEY Lot Coverage DEC Lot Coverage Type Lot Coverage SF Total Lot Coverage SF " ADJACENT AREA 11,413 SF STRUCTURAL NOTES ^`x EXISTING _� 4 �o - - - _T—r _T,— - - ------ ---- ------ - - aOF NE\N HOUSE FOOTPRINT 1302 SF SEE STRUCTURAL PAGE LOCATED AT 5-100 FOR TYPICAL BEARING AND FRAMING DETAILS, 44 _[ - - —_�-L REAR SCREEN PORCH +STAIR 323 SF _ 1,41 DRAW BY: Author REAR COVERED PORCH+STAIR 218 SF N COVERED ENTRY PORCH- - ---- - 163 SF--- - -� _._ - - -- - -� _-- , GFA CALC BILCO DOOR DATE: 11 25 2025 2:07:31 PM 33 SF 1�-°N - SCALE: EGRESS WELL --- _ - -- - -- 16 SF_ DRAWIN CONCRETE WALKWAY 235 SF ' GFACALCS ------_ ---- --- - ---- - -- --- --- --_1�1-o°-- --- - G SHEET NAME: PORTION OF EXISTING STONE WALK 58 SF ALLOWABLE: LOCATION SF COVER PAGE EXISTING TOTAL 2,348 SF , BUILDABLE LAND AREA: 46,824 S.F.or 1.07 ACRES EXISTING PERCENTAGE 20.5% ! TOTAL ALLOWABLE GFA:5,941.2 SF EAST/ WEST ELEVATION . -- EXISTING GROUND FLOOR ,302 SF PROPOSED EXISTING SECOND FLOOR 1,243 SF NORTH SOUTH' ELEVATION: COMPLIES .. I PORTION OF PROPOSED GARAGE ADDITION 109 SF EXISTING TOTAL 2 545 SF DRAWING SHEET NO: PROPOSED ENTRY ADDITION+STAlRt 99 SF FIRS _-� _ PROPOSED T FLOOR GARAGE 655 SF - - EXISTING COVERED ENTRY PORCH TfBR -163 SF PROPOSED ENTRY ADDITION 75 SF PORTION OF EXISTING STONE WALK'TBR 45 SF PROPOSED SECOND FLOOR 299 SF PROPOSED TOTAL 2,348 SF PROPOSED ADDITION 996 SF PROPOSED PERCENTAGE 20.5% , I PROPOSED TOTAL 3,541 SF _ 0 ARCHITECTS: GENERAL NOTES PLUMBING NOTES TUB/ SHOWER NOTES TYPICAL MOUNTING HEIGHTS 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+ REQUIREMENTS OF THE NY STATE CODE, WONDERBOARD OR DU-ROCK; ALL TYPES ARE TO BE LINED WITH A LAYER OF 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 2, ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED LATICRETE 9235 WATERPROOFING MEMBRNE WITH ALL SEAMS LAPPED 411 , 3. FOR DEVICES ON WALLS UP TO T-0"WIDE,CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. T E EL MA N 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. FOR USE IN NYS 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3-0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF 3. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYS BUILDING CODES. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER, CELLS FILLED WITH MORTAR. WALL,REFER TO PLANS FOR SIDE LOCATION OF WALL. 4. PRIOR TO WORK,THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF EXISTING PARTITIONS TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN COATED WITH POLYMER 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT,DEVICES TO BE 2"APART, ANY CONCEALED RISERS,ELECTIRIC CONDUIT,TELEPHONE OR OTHER UTILITY LINES SERVICING THE BUILDING OR OTHER APARTMENTS PRIOR TO COMMENCING INSPECTIONS AND SIGN-OFFS. MATERIALS ON ALL SIDES, 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP,COORDINATE WITH SCHEDULED MILLWORK AND FURNITURE. ADDRESS: DEMOLITION. 4. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL 4. LEAD PAN MUST WRAP UP AND OVER THE CURB. 25235 MAIN ROAD 5. ALL EXISTING AND NEW VALVES RUST BE ACCESSIBLE,EITHER EXPOSED OR FROM ACCESS PANELS. FAUCETS,TUB SPOUTS OR SHOWERHEADS HAVING MIXING 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT, RECESS, OR FLOOR HALL SIGNALS j CUTCHOGUE NY 11935 6. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. VALVES, INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH PROJECTION AND DOWN TO LAP THE LEAD PAN. DESIGNATION o o THERMOSTAT/ COAT 631-734-6405 7. TUB/SHOWER WALLS ARE TO BE(EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW CEMENTITIOUS FIXTURE. 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED (ADAI ANSI) TEMPERATURE HOOKS WONDERBOARD OR DU-ROCK. 5. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE AROUND THE DRAIN COLLAR WITH SLOTS IN THE ADJUSTABLE FITTING AS TO cn SENSOR �12"� j CONSULTANTS: 8. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. INSPECTED BY THE BUILDING DEPARTMENT. PREVENT TRAPPED WATER. ; � CARD READER r� 6. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. " BUTTON SWITCH I MARESCA&ASSOCIATES 9. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. {} \\ __ ¢ _ ¢ 188-04 West Montauk Highway 10. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. 7. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT c, . w ; Hampton Bays, N.Y 11946 LINES TO BE FREE OF ANY OBSTRUCTION. U W . U o t m\\ -- �, 00 (T) 631-728-9480 8. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND o to INSTALLED AS PER CODE, ALERT ARCHITECT TO MODIFY PLANS IF Q b OWNER: OTHERWISE. O° ELEVATOR DOOR SWING DOOR L OUTLETS SHOWER CONTROLS SCOTT AND JEN SCHULMAN 9. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED AND ACCESSORIES 1575 PINE NECK ROAD SOUTHOLD W/AIR CHAMBERS RISING ABOVE THE FIXTURE. 10. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO i,r 7, 40" j MIRROR REVISIONS: APPLIANCES. 'L _7�j 48"MIN, 11. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT ;z j 24"MIN. 'MAX. 42"MI, . 17"MI . _ _ _ _ _ TRUSTEES 11125125 SPACE AND NO WORK IS TO TAKE PLACE BELOW THE SLAB. i 8"MII�. / 12"�12" z SOAP z i 12. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED ; 18 j 8"MIN. - - o M I co IN WRITING TO THE BUILDING MANAGEMENT INDICATING TIME AND - - - DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. 60"MIN. ° z , MI CLEAR 13. SPEEDY CONNECTIONS ARE NOT PERMITTED. s M FLOOR 14. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. PLAN `'' '- I `�' pLAN SPACE ACCESSIBLE GRAB BAR WITH TOILET I ACCESSIBLE 1 "M 15. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE, WATER CLOSET REINFORCING STRIP PAPER LAVATORY PROJECT NAME: 16. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING DEPARTMENT 17, IF NECESSARY: NEW SHOWER CURBS MUST BE BUILT OF MASONRY / ANCHORED TO THE SLAB, LEAD PANS MUST BE PAINTED Wi BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION, i i 4"�IIN i i 4"MIN !24"MIN. THE SHOWER PAN MUST BE TESTED BY 24-HR STANDING WATER i i i i 24"MIN. 'M X. 4"MAX 12"MIN. CONSTRUCTION PLAN LEGEND TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED 10 1 _ _ _ i 1 ___ SCALE: 1"=V.0" AND WIPED, BOLTED AND HUB CONNECTIONS ARE NOT 0/' 48"MIN. "MIN- ' 30 MIN. ".MIN_ - PERMITTED. �- _ �- \ 18. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED �, NOT IN SCOPIE ON EVERY SINGLE LEVER FAUCET, WASHING MACHINE, DISH WASHER, AND SINGLE LEVEL SHOWER BODY. ALL BATHROOM ACCESSIBLE TUB FOR GRAB BAR WITH -y- EXISTING STRUCTURE/ UNILITY SINKS AND TUBS SHALL HAVE OVERFLOW DRAINS BUILT IN. ADAPTIVE BATHROOM REINFORCING STRIP PARTITION WALL NEW PARTITI40N WALL `ono 36" 40" RISER DIAGRAM Z --- 4 "MIN. 12"M 36"MIN. 18" 1311 12"� MIN. I INCD / WINDOW 56"MIN w a . DOOR (SEE SCHEDULE ON SHEET X-XXX) S NEW LINE DI CHECK VALVE(QUIET) PLAN OILET PARTITION GRAB BAR WITH ACCESSIBLE&AMBULATORY URINAL E EXISTING LINE DUO BALL VALVE REINFORCING STRIP WATER CLOSET OVERHEAD AND BASE MILLWORK _____-_._ (ALL MILLWOIRK TO BE CONFIRMED POINT OF CONNECTION C� HAMMER ARRESTOR WALL MOUNTED VIA SHOP DR AWINGS) CLOCK SPEAKER/STROBE I AED 11 WALL TYPE TAG - _ AUDIO/VISUAL - j STROBE r "� (SEE WALL DIETAII SHEET A 800.00) HOSE CABINET ALARM&STROBE ` ) HORN!SIREN Lu FIRE EXTINGUISHER ROOM -' j ROOM TAG -- oCABINET - - PROJECT ADDRESS: 101 `w _ A6 ¢ m 1575 PINE NECK ROAD, -- 34 VENT ;��-- 3"VENT WARDEN STATION SOUTHOLD o b CABINET E z co LAUNDRY ; PRIMANRY BATH EXISTING BATH NEW BATH ROOF o 1+ FIRE ALARM PULL STATION LU co REFLECTED CEILING PLAN LEGEND ~`"" '� DRINKING FOUNTAINS ' +` WALL MOUNTED (STANDARD&ADA/ANSI) SCALE: 1"=t'-0" ; WM LAV TL LAV ' TL LAV TL FLUSH CONTROL SWSHW SHW TUB TOILET PAPER AND SEAT OUTLET OUTLET NOT IN SCOPE - f SOFFIT LOCATION $ SWITCH NIF) ' ,.. ..�..._._ .� _ ...;.......r .L _. _„ 2ND FLOOR COVER DISPENSER (CONFIRM DURING CONSTRUCTION) R RECESSED ON SENRSOR-S LIGHT e $D SWITCH ON DIMMER(VLF) i �� `�--� $ ��� � � COUNTER r FIXTURE #DROp CEILING DROP HEIGHT i i '''`- i y C LINTER DESK DATA(ETHERNET OUTLET T i LAV i TL r LAV i I LAV M SMOKE DETECTOR Qo I $ THREE-WAY SWITCH ► � (H=NON TYPICAL HEIGHT) , , , , Ems' CEILING FAN eH INTERCOM SHW _ TOILET 7" PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY: Author DUPLEX RECEPTACLE (H-NON TYPICAL HEIGHT) _ _ _ _ _ 1ST FLOOR DISPENSER&WASTE DISPENSER&WASTE 2;09;19 PM (H=NON TYPICAL HEIGHT) i DATE, 1112512025 GFI THERMOSTAT � RECEPTACLE DISPOSAL CHANDELIER 9 GFI OUTLET T H (H=NON TYPICAL HEIGHT) i SCALE: As indicated L1 _ _ _ _ HORIZONTAL COVE(LIGHT (NON TYPICAL HEIGHT) SPEAKER -� 3"WASTE CLEAR DOORWAY WIDTH AND DEPTH LNG SHEET NAME: (SPECIFY VIA SHOP DRAWINGS) qP 220 LET off TO SEPTIC TANK(H-NON TYPICAL HEIGHT) pRAIwLINE LAUNDR VIM 22 VOLT OUT 32"MIN, 32"MIN. 32"MIN. GENERAL NOTES L2 _ _ HORIZONTAL SHELF LIGHT N AVI HDMI PORT (SPECIFY VIA SHOP DRAWINGS) _ _ _ _ WET ZONE GROUND-FAULT CIRCUIT H (H=NON TYPICAL HEIGHT) BASEMENT r - - - - , SH W INTERRUPTER RECEPTACLE i i i ROLLER SHADE ❑j JUNCTION BOX EXT.SUPIP PUMP I ' QUAD RECEPTACLE (H=NON TYPICAL HEIGHT) DRAWING SHEET NO: i i I HINGED)DOOR SLIDING,DOOR MAXIMUM DOORWAY WIDTH AmO01 ■ ARCHITECTS: CONSTRUCTION LEGEND 1 2 3 4 5 SAMUELS+ EXISTING SONOTUBES ABOWE T E E NOT IN SCOPE I TO DECK STRUCTURE I 1 M � AN -350.0 EXISTING STRUCTURE/ PARTITION WALL r-- ------------------ --- ----------------- _ _---- ---------------- - ---- ------------ --- -- -------------- -- NEW PARTITION WAIIL � '� EXT(2)2x10 TR.WD. � •��—•� ; �•EXT�(2)2ar10 TR. WAD. �• T � ;�I �— ( — UA ADDRESS: '•�,, g j %! 25235 MAIN ROAD CUTCHOGUE NY 11935 WINDOW i �'�• `�� EXT 2x10 TR:WD.@16'_OC i EXT 2x10 TR.WD @16_'OC-,i o '��% vo i i ! 631-734-6405 FE CONSULTANTS: MARESCA&ASSOCIATES DOOR OM SHEET X•XXX i �..all , ! .. (SEE SCHEDULEs T ) I I I . 188-04 West Montauk Highway Hampton Bays, N.Y. 11946 (T) 631-728-9480 � ---�fi--------------- ,, � I OWNER: OVERHEAD AND BASE MILLWORK __ j �•. �� ---------- (ALL MILLWORK TO IBE CONFIRMED VIA SHOP DRAWINGS) s ; I� j •`��p'>' I I i I I SCOTT AND JEN SCHULMAN EXT(2)LVL 1575 PINE NECK ROAD SOUTHOLD 1i WALL TYPE TAG ; EXISTING DECK ABOVE ,�•, (SEE WALL DETAIL SHEET A-800.00) --- �� .�, I' I ► S I I I REVISIONS: ROOM e TRUSTEES 11/25/25 ROOM TAG i \,��. r' 101 ' I I EXISTING BASEMENT r EXT(2)LVL �I I I _ PROJECT NAME: --�_ ER7 W 8x24 DROP GIRDER -------- --- --- EXT W 8x24 DROP GIRDER -EXT W 8x24 DROP GIRDER J- - =____------1=====_______________________ ________ ------==r= -= -=F-=---_. ..�. -- ---- — — — — B Zo ii all It o - IS' I It STORAGE ROOM ------- I ;F7h u ,j I - EXT(2)LVL FEZ 1 I I If , -352.0 �,/ 2X8 FJ-DROPPED FOR TILE NEW ACCESS TO CRAWL 6'-9" i i SPACE FROM BASEMENT 4'- 1" 10 NEW 8"THK POURED CONIC. 1 FOUNDATION WALL Wl REEIR PER PLAN. or PROVIDE LIQUID APPLIED) o c ; NEW CRAWL SPACE j •" DAMPROOFING 2.2X8 FJ 1 NEW 16"WIDE X 8"HIGH _ j lI REINF.CONC.FOOTING a NEW CRAWL SPACE NEW 4"THICK CONC.RAT' SLAB W16X6,10I10 WWM j 15'-6" ; j (y iZD NEW DECK STRUCTURE ABBOVE I j I a ;00 I Y 24"SONOTUBES W/4X4 P'T POST 1.2X10 EACH SIDE OF POST WI 2.518 MB Wl DECK STRUCTURE ABCOVE - - - —-------—- --- I 12"CAST CONC PIERS FODR SUPPORT OF DECK&STANIR F- FRAMING +i + PROJECT ADDRESS: 1575 PINE NECK ROAD, 1 I 2'-6" 4'-9" 2'-6" I I I SOUTHOLD 3'-5" 9'-9" 3'-0" NEW 4" PC SLAB WI 1 6X6-W1.4XW1.4 WWM ON -351.0 NEW 8"THK POURED CONC. COMPACTED GRANULAR FOUNDATION WALL W1 REIF,PER PLAN. ► SLOPE FILL PROVIDE LIQUID APPLIED DAMPROOFING Q' NEW 16"WIDE X 8"HIGH 1 I REINF.CONC.FOOTING DROP CONCRETE WALL TO NEW GRADE I FOR GARAGE DOORS DRAWN BY: Author DATE: 11125/2025 2:07:40 PM SCALE: As indicated DRAWING SHEET NAME: OE 611 $'-2" 1'-10" 8'-2" 6" 1 BASEMENT NEW CONCRETE I 19'-3" RETAINING WALL ON NEW CONCRETE FOOTING SEE SITE PLAN DRAWING SHEET N0: BASEMENT NEW 16"WIDE X 8"HIGH SCALE; 114"=1'-0" REINF,CONC.FOOTING Aml 00900 I 1 ARCHITECTS: • CONSTRUCTION LEGEND RCP LEGEND SAMUELS+ NOT IN SCOPE DUPLEX RECEPTACLE (H NON TYPICAL HEIGHT) f 2 3 1 4 5 NOT IN SCOPE -350.0 STEELMAN DOWNLIGHT ON SENSOR �GFI GFI OUTLET EXISTING STRUCTURE? OS (SURFACE MOUNT) (NON TYPICAL HEIGHT) PARTITION WALL c�220 I I I I I RECESSED LIGHT FIXTURE Ti 22 VOLT OUTLET 91. 111 91. 111 91.111 91. 111 91. 111 ADDRESS: NEW PARTITION WALL SMOKE DETECTOR W WET ZONE GROUND-FAULT INTERRUPTER RECEPTACLE CIRCUIT _ �__-.___ —. -._ — _-_-__ — ___ — — — — — — = — CUTC OGUE NY 11935 631-734-6405 WINDOW QUAD RECEPTACLE _ O CEILING FAN � DECK (H-NON TYPICAL HEIGHT) p CONSULTANTS: EXT.CEILING c' EXT,FLOORING _.. _ °D CHANDELIER $ SWITCH(VIF) F „ �r ASSOCIATES DOOR SCREEN PORCH - West Montauk Highway . _. . . _ 188 04 (SEE SCHEDULE ON&HEET X-XXX) L1 HORIZONTAL COVE LIGHT TEXT.CEILING - -- N.Y. 1 94 - 1 (SPECIFY VIA SHOP DRAWINGS) $D SWITCH ON DIMMER(VIF) _. (T) 631 728 9480 6 EXT.FLOORING _ . Hampton Bays, NY L2 HORIZONTAL SHELF LIGHT OVERHEAD AND BASE MILLWORK (SPECIFY VIA SHOP DRAWINGS) $j THREE-WAY SWITCH --___ (ALL MILLWORK TO BE CONFIRMED SCOTT AND JEN SCHULMAN VIA SHOP DRAWINGS)) SH INTERCOM " OLD ROLLER SHADE INT H (H=NON TYPICAL HEIGHT) 1575 NE NECK ROAD SOUTH WALL TYPE TAG i 11 SOFFIT LOCATION THERMOSTAT (SEE WALL DETAIL SHEET A•800,00) ,�,1;rf;/,.�',�l%; j - - - - (CONFIRM DURING CONSTRUCTION) QH (H=NON TYPICAL HEIGHT) o i sloN I TRUSTEES 11/25/25 N ROOM ROOM AG #DROP CEILING DROP HEIGHT SO SPEAKER i R T H (H=NON TYPICAL HEIGHT) - 101 GREAT AVl HDMI PORT E CEILING .v DATA/ETHERNET OUTLET H (H=NON TYPICAL HEIGHT) EX .FLOORING (H=NON TYPICAL HEIGHT) - � JUNCTION BOX ❑ -10 PROJECT NAME: Y I, o 7'-411 2 .7" 1161-611 3 .011 I 1 -- - - - -- - - - ---- --- --- B v DINING ------- �' i GFI - -- ----- ------- _ o •_ - -- - - --- - _ --- --- i - - FLOORING OWDEF ' - CL EXT CEILING. EXT FL r L - -- -- T - - -- - - - - - - - - -- -- -- - - - 1 D NEW TILE:'- 1 - ----- ----- - T EXISTING_ Adh - --��_, MILWORK --- -- --- -- — C - - -- - -- ------ �� - - --- -- D4 - - - 1 - ------ 51C - ----_ - - - r - - ----- --- -- _�- -- D1 -- - - ; - - - i - - !C . --- - -DEN i I - -- _ - - - _ I - DEN - KITCHEN 1 I EXT CEILING - - - _ _ - - --- i " -- - - - - --- ,, - �' ---- - '--- - - EXT.FLOORING -- co r- - --- 36 _ EXT.CEILING - --- _ - .. , _ t -- --� 1 .. _ - - -. . _ ..---- - - 1_.._--u� (G - V EXT.FLOORING -- - - 15 i ( - I - - - — - -- -- -' I - - —- ---00 - �. - - - _8 . - X11 - 1 I SOFFIT @ 7'-6 \ - -400.0 LU 8' 11' J .- .. - - - NEWW B EXT.CEILING o z � AT 1.2 - r -FLOORI G --- - ' • DVV NEW WOOD FLOORING I I = -- I NEW CEILING a c•7 S!CL. � CO) EW FLOORINbo 0 0 -�- --3�9112LVLHD—�— --- 11N i I �- - - - - - c� 1 2X8 RR - • .-- - 1 -T - - -- -- ` � E RATED � -- _ - _ - � C 2.11718 LVL BOX BEAM ( I EN RY_ _ _ `- u 'ENTR POST TO FOUNDATION - 1 1 - - - - I - - 0 C NEW FILING N 'NEW FL RIN �• I •00 MUD ROOM J i I _ 1J s >~ 1 - ; � � • , 711 �� '� A F NEW CEILING 1 WIC W1 7 ED2 5 NEW FLOORING ' D2 •400.0 WP �� - - - I �� may/' - - �. DECK r N W FLOORING 1 :- r r IUD ROOM -_ _ - -500.0 0 (W1.1) (W1,1I NEWAZEC B 11) �' - - - - - - " _' 1'-711 -3'-Oil BOARD CEILI40" 13�-0" 1'• 1 " L 11'-9°- BENCH I M 7 -5 1 SHOE CABINET ` - II NEW MAHAGANY I ---- '"' I d• �.;' 16'-Q" � � DECKING .� 1 � 5 WOOD SHELVES - ---- SPACED EC.W/ DECK NEW T R/AILING ON DECK 3.2X8 HD ,= = MILLWORK DOOR ' r1-011 0 . . ,r—�� ,, ; ' • --------------- - ___- --� - • -z,'-o;,' 1 PROJECT ADDRESS: ' '' -400.0 --- - ------- �; 6x6P,T,PPOSTWISIMPSON I o -------- -------- 1575 PINE NECK ROAD, ----------------- 'i �' ' ' AB4442Pa0ST BASE W/SIMPSON -' -------- -------- T ❑ ❑ �` :, �• i r, LPC42 PfJ3ST CAPS , • 1 HR RATED DOOR SOUTHOLD ---------_---. _ -- 4 .211P M 31.611 8'-11 I-5�1 NEW STEEPS AND 3' w..i .= ' ' 11718 TJI 560 @ 16' - t RAILING(ON BOTH SIDES 161.611 co Ir Cr) 1� NEW CEILING, �' `�� r i; +• NEW FLOORING. � ., : : r ,.r pt •�: • ' ,. , , ( I GYP BOARD WALL 2X RATED GYP BOARD INTERIOR FOR 1 HR RATING ° R i r, r •N N F � i,, ',' ,•' ., , -�:._ t • 3.11718 LVL.�1::'-1 -- r ;2X8 RR' j •' � '- •' ,t r, +• - .�• ( ,. ",'�'" .-/ ' 1 � ,^: . ;,�;, ,`2X8 R I _ i (W1.21 IL DRAWN BY: Author xf NEW OVERHEAD .' I'' '•1�' , 'I . - : •I'� ; �� -,•••� I DATE: 11/25/2025 2:07:44 PM �:• . ti ; �'' • :I,. I DOORS ON _ '� �' i • OVERHEAD TRACKS_ SCALE, As indicated DRAWING SHEET NAME; '� `.. '' ,' ,r ',,'' 'r I''' . I 1 • • , .' ' - , 714 I 1 I II `,_j/• ' ',- 'r I ., ' -•r I'7 , Ijj • ' ' '• `1- , Ii S' ' Ii •.•'.,' Y _ ,' ' ''I'• ••�, , . , .'11 , ,,,' r• ••. - •,'� jl 1 � ,5 ,. •' Y'' .', '.41,' ''J• ," ' •, ' '' . ' ' , . ' II I ' ' " FIRST FLOOR PLAN 1 _7 �E ) r `' -------- ''` -------- r I I 4'•9" ED1 EM I 41. 101' 1 191.611 DRAWING SHEET NO: FIRST FLOOR RV FIRST FLOOR SCALE: 114"=1'-0" SCALE: 114"=V-0" Aml 01 ■ 01 1 ARCHITECTS: . CONSTRUCTION LEGEND RCS LEGEND SAMUELS+ NOT IN SCOPE DUPLEX RECEPTACLE 1 2 3 4 5 (H NON TYPICAL HEIGHT) NOT IN SCOPE STEELMAN O DOWNLIGHT ON SENSOR (�GPI GFI OUTLET 6 -350.0 EXISTING STRUCTURE/' S (SURFACE MOUNT) (NON TYPICAL HEIGHT) PARTITION WALL -�- 220 I -402.0 I I (cm RECESSED LIGHT FIXTURE Ti 22 VOLT OUTLET ADDRESS: NEW PARTITION WALL 25235 MAIN ROAD WET ZONE GROUND-FAULT CIRCUIT � w '. i -' SMOKE DETECTOR W INTERRUPTER RECEPTACLE CUTCHOGUE NY 11935— — — — 1 + � ( 1 1 631-734-6405 WINDOW p CEILING FAN QUAD RECEPTACLE ` It(H=NON TYPICAL HEIGHT) WMAIMtl1 i_ CONSULTANTS: CHANDELIER $ SWITCH(VIF) - - - - I MARESCA &ASSOCIATES _ 188-04 West Montauk Highway DOOR I I (SEE SCHEDULE ON SWEET X-XXX) L1 SPECIFY VIA SHOP DRAWINGS D N ) - _ _ ,,- - Hampton Bays, N.Y 11946 HORIZONTAL(SPECIFY LIGHT ) $ SWITCH ON DIMMER IF _--T - . - - - (T) 631-728-9480 - =. - - _ -. OWNER: L2 HORIZONTAL SHELF LIGHT $ THREE-WAY SWITCH _ I1. OVERHEAD AND BASE f,MILLWORK 11 (SPECIFY VIA SHOP DRAWINGS) T _--_____ (ALL MILLWORK TO BE(CONFIRMED _ - PRIMARY BEDROOM =- -_ . '�� T I � SCOTT AND JEN SCHUI.MAN VIA SHOP DRAWINGS) SH INTERCOM ROLLER SHADE INT H (H=NON TYPICAL HEIGHT) EXT.CEILING 1575 PINE NECK ROAD SOUTHOLD WALL TYPE TAG j - EXT.FLOORING - '; i1 J . SOFFIT LOCATION THERMOSTAT !- (SEE WALL DETAIL SHEEET A-800.00) ; , ,,1,J. , ,,r, TH T ��71 REVISIONS: CONFIRM DURING CONSTRUCTIONH=NON TYPICAL HEIGHT( ( 1.411 61.1" "1'-1" 1511.011 E 4'- 11" 4'- 11" 2.7..6' 1.1011 TRUSTEES 11125125 ROOM CEILING DROP HEIGHT $� SPEAKER 1 } ,c t it �1, Ili .�T' I� ROOM TAG #DROP H (H-NON TYPICAL HEIGHT) - - - - — -- --- - - - -- w ,.LN, -•�, -- - EX AVI HDMI PORT NDRY .v DATA/ETHERNET OUTLET H (H=NON TYPICAL HEIGHT) 9P EXT. FILING (H=NON TYPICAL HEIGHT) _ 1,-5„ ♦ .._. ._- ---_-_.__._--- ___-__-- _ -/ -_ _ -- iv a JUNCTION BOX �.. .. D 6 in WIC 2 ' -,:-- :: 1•♦ - - I ---- - BATH 2 %• W1.3 vl --� ♦ D1 EXT,CEILING PROJECT NAME: •� � i . fi � EXT.FLOORING i 6 o I i n � -401.0 - - 3 3 -_ 3 6 -- - HALLWAY - :18 - 1 / - ; i ll l i , -- - . - G )fill) llllll IIIII II II 1[ v 11 it it l Il itl PRIMARY :G - -- 3 ---'2'-0 BATH - - - f D . LN _ CLGHT _. PRIMARY BEDROOM- ::--- LAUNDRY EXT.CEILING �� NEWT LE D1 :D � -.LN CL. D2 1 I W .3 WIC i' -- --- -- - - - - -- - - ---- --- - u % ----WIC 3 -- --- �\ -- - 1 -� --`•• - - ♦, - -- (W2.11 EXISTING LIGHTS I BATH 2 R' WI i . ._ _.-_ �'4! --- 36" - - - - --- --- - - -- ! - _ - - � ' i - - -- -- - -- - �—i ' ; --- --- - - CL - - -^�, BEDROOM 2.; HALLWAY NIGH . - . I EXISTING LIGHTS! in o ; �,, / - ; - - r : i — — \ ---- - i ! LING PRIMARY. -- - - LU 7�.g" 31-6" - ---- �' ` -- - - j EXT. �ooRING T - BATH H co - EXISTING LIGHTS - - - - - - --- — i. ► ` ------ �. - 36w IF 36" GFU - - , -- - - -- - - - -- - --- JL Li ------------ --- -- — _ GFI� - , ' ! i WIC' __ _ _ - - - ,� �� OFFICE/SITTING ROOM - - - STAIR HALL - t - - - u i J + � - - ` - ` - .. _ . .- -3512.0 �,_ I _•� EXT.CEILING 2X8 EXT (LING --------- - -- - - EXT.FLOORING - - EXT.FLOORING - -- i NICHES , = - - - ---- -- --- - - - - 2 -4 4 -5 ! 10 -3 - 1 .. ! - _. -- i -- --- ------ +SN _ - — ,� � ` -- --- �� BEDROOM 2 - -- � ITF7.F ,. .. .- � L i 3 11 t~ 40�A -402.0 BATH 3 ___ 1 STAIR HALL -- -- -- - - - _.._._. NEW TILE SIC - I - ' -- - - -- - - - _ - OFFICE/ SITTING ROOM __ _ . T =:1 T- , W12( "-`. _ _ -EXISTING-LIGHTS- " 77 CIL -. ATTIC (W1.2(- � D10 5PROJECT ADDRESS: � - �, ; 1 _, j I 2X10 RR @ 16"OC7. 2X10 RR @ 16"oC . •• I - i . : 1575 PINE NECK ROAD, c..._. BATH 3 SOUTHOLD ---- , q BEDROOM 3 - �' 2'x2'ACCESS ' - - jCLG HT 9 r----� r to , I - - 'sT 1.21 T NEW CEILING --- ---- -__-_ CL -- ----- EWFLOORING - - - N SN _ _ - . L----� -351,0 2X8 CJ - _-- ---- G-•— --•—••- ---•-------••---7 m I .0" I 4'-1 BEDROOM 3 AIR HANDELER 47 { FOR HVAC ---------- -- DRAWN BY: Author DATE: 1112512025 2:07:49 PM SCALE: As indicated DRAWING SHEET NAME: c SECOND FLOOR PLAN G 0 DRAWING SHEET NO: SECOND FLOOR SECOND FLOOR SCALE; 114"m VI SCALE, 1/4"=V-0" A- 1 02v00 i ARCHITECTS: 1 2 3 4 5 SAMUELS+ STEELMAN ► I ► I i ADDRESS: — — I — — - — = I — — - — I — — — — I— I — ► — — — A 25235 MAIN ROAD CUTCHOGUE NY 11935 EXT.ASPHALT ROOF 631-734-6405 CONSULTANTS: ► I ! I i I MARESCA&ASSOCIATES 188-04 West Montauk Highway -' - - Hampton Bays, N.Y. 11946 ► rl I (T) 631-728-9480 - - OWNER: L i - 114F?r'TYT t SCOTT AND JEN SCHULMAN I i I.� I I TV ► 1575 PINE NECK ROAD SOUTHOLD - - -EXT.ASPHALT ROOF - - REVISIONS: III1 , I I. I I TRUSTEES 11/25/25 1 it 11 If if III it 11 _ EXISTING CMU AND BRICK I 1 t i = - - I1IF 11 CHIMNEY TO REMAIN IT I 11 IT 1 -EXT.ASPHALT RO y , EXT. PHALT ROOF I OF � , I I _ _ - T -- ,I, �r AS - _ IIIIIIIII It I _ w 111YI L _- PROJECT NAME: - _ it - R Ili I i �i - - - - - - I ' { - _ - � T J. i- FLFVIIT - - II I I . RTTTII ll-It - y _ _ -, 11 if IF] 111111 I'THY _ I I I 11 IT If hI ylyEXT.ASPHALT ROOF - I. 11 li IT 11 11 1 T 1111111l e - = I- 1 - _ 144 All - I - IT _ - �C --' -= ------------------------------ -- ---- -- - - - - ' NEW STANDING SEAM METAL ROOF l - i A211/12 - 12"/12 04 { NEW ASPHALT SHINGLE ROOFINGS- - -_--- ------ _,_ - = 300#ASPHALT SHINGLE ROOFING PER _ o T _ PROJECT ADDRESS: SPECS.,ON 30#BLDG,PAPER ON 3/4"THK. z r. 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E I O I : O L CW< I 0.., 0 Level TOP OF RIDGE TEELM AO.S1. I - I EXISTING CMU AND BRICK CHIMNEY TO REMAIN 27''-1 EXT.ASPHALT SHINGLE ROOFING - - _ _ _ _ Level TOP OF RIDGE AT ADDITION 24'-9112" 7`'' SKL EXISTING ASPHALT ROOF TO REMAIN ADDRESS: ONE COURSE ORNAMENTAL ��\N�• �7 "`►.ti NEW SKYLIGHT 25235 MAIN ROAD SHINGLES AT HEIGHT INDICATED. �ti CUTCHOGUE NY 11935 SEE SPECS. 631-734-6405 F I NEW EXTERIOR TRIM: CONSULTANTS: En PVC 1x6 FASCIA&1x6 FRIEZE 7?" ALL EXTERIOR TRIM IS 1"-11J2"THK,SYNTHETIC PVC TRIM MATERIAL,"AZEK", V- OVER SHINGLES 0 , "VERSITEK"OR EQUAL,ATTACHED WISTAINLESS STEEL NAILS,WHOLES FILLED MARESCA&ASSOCIATES EGRESS wIAPPROPRiATE PRODUCT. TRIM WILL NOT BE PAINTED. CAULK ALL JOINTS. 188-04 West Montauk Highway EXT.EXTERIOR WALL WINDOW I 300#ASPHALT SHINGLE ROOFING PER SPECS,,ON 30#BLDG.PAPER ON 314" Hampton Bays, N.Y. 11946 12.9 SF THK.PLYWOOD DECKING) (T) 631-728-9480 PVC FRIEZE BOARD INSTALLED OVER SHINGLES&TOP CASING OF WINDOWS ( 2.31 NEW SHINGLED WALLS: OWNER: 18"LONG RED CEDAR R&R SHINGLES PER SPECS,wl6"EXPOSED TO 9"I WEATHER,OVER 15#BLDG.PAPER&PLYWOOD SHEATHING. PROVIDE Level SECOND FLR. SCOTTAND JEN SCHULMAN NEW STANDING SEAM ■ ?» WOVEN INTERIOR&EXTERIOR CORNERS. PROVIDE FLARED LOWER EDGE 11'.6" METAL ROOF _`v AT STONE FOUNDATION CLADDING 1575 PINE NECK ROAD SOUTHOLD P - - - 11 11 I �+ � nN - 2" IA2 I 2"I12 E t - ` /12 - i l 1 ' NEW STANDING SEAM METAL ROOF _ _ _ _ _ _ _ - ' _ _ - L _ _ - _ _ - Level SECOND FLR ADDITION REVISIONS: i _ SMOOTH CURVE FLARE 9'-61I2" TRUSTEES 11/25/25 OF ROOF AT ENDS(TYP.) - - --- NEW SCONCE LIGHTS h W1.1 W1.1 W1.1 W1.1 . _ , ED2 u 2X6@16"STUD WALL WJ 5/8" «o PLYWOOD SHE:ATING TYP NEW COLUMNS ED1 ED1 NEW 3' RAILING ON DECK ` NEW GARAGE DOORS NEW AZEC PANELS F. J ti` I Level FIRST FLR PROJECT NAME: Fn ; M 1 .2 -/ ,// / _/ ' .. _ ,r 1. .,- ,'1. - L. Level GARAGE ''r. ,//'/, 'i l,r',.'.i..:` /'r' ./: /' / :l- f:'r /. ,r' r„ ''!. ' ,' i 'f•`i'r - ..._ _ _ _ __ — — 1 N /; ''/ t .!/ ,`; �``.` /, -/, !,r i /. 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"r t -/Y J'//~ r � `/' ''i/ / / -9 -0 f /.ffi,`/.'//, r`r%'`"�' `%/f�r /f/ rr:i / //i/,i //'i'//: f!r x/-'//`/f//!:•!r'r!!i'rrf;�/ / r, -�l.r '//!, `if /•'. /;r%,//:`, ''�`.'ir!/d,/!i�-/./J;` .//r'``'//r `r/,''�1fr' 'r/r /'/f / r f. /,' ///,//r` // F. /:'r /• //r, /': /"r; 'r`f,. {f % li, /e, '/r d f! %/;i: //!: /! � PROPOSED SOUTH ELEVATION SCALE: 114"=1'-0" A B C D E — _ _ _ _ _ I_ _ _ _ _ - - _I _ _ _ - _ _ �_ _ _ _ �_ _ _ Level TOP OF DG__I- v t N _ - - - - - - PATCH SIDING WHERE NEW WINDOWS - - - - - ��-... Level TOP OF RIDGE AT ADDITIO 24'-9112" EXTING ASPHALT SHINGLE ROOFING NEW ASPHALT SHINGLE ROOFING: 300#ASPHALT SHINGLE ROOFING PER SPECS.,ON 30# BLDG.PAPER ON 3/4"THK.PLYWOOD DECKING(TYP.) NEW EXTERIOR TRIM: ALL EXTERIOR TRIM IS 1"-11/2"THK.SYNTHETIC PVC TRIM MATERIAL,'AZEK","VERSITEK"OR EQUAL,ATTACHED F_ I wISTAINLESS STEEL NAILS,w/HOLES FILLED �i1I 11 lI�—//IIt 1:.11f 1,_/1:�II_11i 1111-i1�I 1 III_4 11111 11:1/ f- .]01[[IHli�.-I1It1.1l5 T I IIl--i�1Ii/II9.i l 1ll.: wIAPPROPRIATE PRODUCT. TRIM WILL NOT BE PAINTED. ,t\L � CAULK ALL JOINTS. "ti , fir'" NEW SHINGLED WALLS: iI'1I/I1I_lI-iI,1I11I/111 1,11 T 18"LONG RED CEDAR R&R SHINGLES PER SPECS,w/6" WI1.3, I I W1 3 I EXPOSED TO WEATHER,OVER 15#BLDG.PAPER& PLYWOOD SHEATHING. PROVIDE WOVEN INTERIOR& PROJECT ADDRESS: EXTERIOR CORNERS. PROVIDE FLARED LOWER EDGE W1.2 W12 W12 AT STONE FOUNDATION CLADDING 1575 PINE NECK ROAD, --_I — � v c' = NEW STANDING SEAM METAL ROOF SOUTHOLD M l r� Level SECOND FLR. T, I AT' .1 2"/12"- - - - - - 11'-6" T — _ _ _ _ _ _ _ i_ .. _~ Level SECOND FLR ADDITIO �' �. _ �/ - - - - - - 91•61I2" EXISTING SCREEN PORCH PANELS ,` NEW SHINGLED WALLS: 18"LONG RED CEDAR R&R SHINGLES PER SPECS,w16" , ED3 EXPOSED TO WEATHER,OVER 15#BLDG.PAPER& to `/ W1 1 PLYWOOD SHEATHING, PROVIDE WOVEN INTERIOR& Zo \\ � W EXTERIOR CORNERS, PROVIDE FLARED LOWER EDGE AT STONE FOUNDATION CLADDING I \\ \\ r, ■ Level FIRST FLR n �- 1 -2 DRAWN BY: Author — _ _ V_ r _ — '' r - - DATE: 11/25/2025 2:07:59 PM � V M _ ril ./, fr *1, ,/' -/,�// FI , ,r"{I /'/; - , , ' :I. 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V Lei A f: e B SEMENT r— —--i ,' �= r =. �--C, — _ _ ! _ __/ % /r `� �=- r r - I N r � /r / ! / r / r` r f. / 1. _/ !r J -8 0 r, - - �r ! r :{ '/' r`r//,' r'f! `!` / f ' lr •fir tl• r` -'/f %i� f r / r r '.r' "J / '.% 'i ff , 'J,` '"✓F ^/ !, /, f ,'i`. /- ! `r f ; ! F / `/•`� // fr/ ,' f . ♦: ,"///' i!r'`'r/r`- !, //`, rfr"/i , !`,f /f/: r' rf1. , `r %f , /, 'f / `!: /' "`i `f ,�` /f, ! f', r //� i�r. !'rr ,'/; lrs , r r`r /"/r�', if/:'`,'`i.�'r`i/:f'!,' i�•i. .f. 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It III1I/\.I '-1/ /�����-F—"\—. "/,J"',/I. I -I -3 - 1 - - - - - _ _ _ _ _ _ _ - Level TOP OF RIDGE TEELM A OS. -T- EXISTING CMU AND BRICK 27'-1" CHIMNEY TO REMAIN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 EXISTING FIREPLACE 631-734-6405 '` NEW ASPHALT SHINGLE ROOFING: CONSULTANTS: co 300#ASPHALT SHINGLE ROOFING PER MARESCA&ASSOCIATES SPECS.,ON 30#BLDG.PAPER ON 314" 188-04 West Montauk Highway THK.PLYWOOD DECKING(TYP.) NEW EXTERIOR TRIM: I EXISTING ASPHALT SHINGLE ROOFING Hampton Bays, N.Y. 11946 ALL EXTERIOR TRIM IS 1"-1112"THK. SYNTHETIC PVC TRIM MATERIAL, (T) 631-728-9480 "AZEK","VERSITEK"OR EQUAL, ►.`L ATTACHED WSTAINLESS STEEL NAILS, 11� OWNER: wIHOLES FILLED w/APPROPRIATE '��� PRODUCT. TRIM WILL NOT BE PAINTED, I SCOTTAND JEN SCHULMAN CAULK ALL JOINTS. _ -g _ _ _ _ - _ Level SECOND FLR. 1575 PINE NECK ROAD SOUTHOLD ,^ lr t" - 1 11' 6" r 4 r 1 �' "TY� - r y L . f' -' - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ Level SECOND FLR_ADDITION _� REVISIONS: :- -� 9'-s 112" TRUSTEES 11/25/25 NEW SHINGLED WALLS: 18"LONG RED CEDAR R&R SHINGLES PER in SPECS,w/6"EXPOSED TO WEATHER,OVER i 15#BLDG.PAPER&PLYWOOD SHEATHING. EXISTING SCREEN PORCH PANELS °O PROVIDE WOVEN INTERIOR&EXTERIOR CORNERS, PROVIDE FLARED LOWER EDGE AT STONE FOUNDATION CLADDING PROJECT NAME: Level FIRST FLR m1 N - 11.2n -^ _ ` '`' / / /' // / — ./ /'t-/ ij r, f. rr r, -/ i,' / ,-r. — ./ ,r,.j,+ —,./ / ,r—, t' '_'f r- — — — — — / f ,r' f � r / 1. / '/ I. I /.' / `r /. F' I s ryry '`/ f 4' r` frt ''/ .' 1 //` // 1:^'/. % f,.,' J`% /1/.ff`.'` ✓ /' J! i i'/'^ `•I •!`f` 't ''%r rl!` '/' r`f '/ ./�`/ 'r '`f"f r'' % f / /` //,' /`� I :J, !' /,�` r ',F / r ! '/ / t ' r• f ,1' 'i ! / j^ f / /. f/.- ,%//. 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J`/.'//. //f !r`%%r' PROPOSED NORTH ELEVATION SCALE: 114"=1'-0" E D C B A t-- Level TOP OF�DGE� — — — — I — — � — — — — — i — — — — — — — — — — + n `.P I EXISTING CMU AND BRICK CHIMNEY TO REMAIN - _ Level TOP OF RIDGE AT-ADDITION 24 .9112" NEW SKYLIGHT SKL NEW ASPHALT SHINGLE ROOFING: I EXISTING ASPHALT SHINGLE ROOFING 300#ASPHALT SHINGLE ROOFING PER SPECS.,ON 30#BLDG.PAPER ON 314" r THK.PLYWOOD DECKING(TYP.) `.r/ EGRESS WINDO 9.34 SF I (W211 PROJECT ADDRESS: j" 1575 PINE NECK ROAD, SOUTHOLD NEW STANDING SEAM METAL ROOF I "0 —i_' EXT.ASPHALT ROOF TO REMAIN _ _;- _ _ Z i - - - �' - - - - - Level SECOND FLRN tit" , 11 6 _ - _ _ _ _ _ - _ _ _ _ _ Level SECOND FLR ADDITION — -9'-s112° NEW SHINGLED WALLS: / 18"LONG RED CEDAR R&R SHINGLES PER V112.2 SPECS,wl6"EXPOSED TO WEATHER,OVER I u ( - 15#BLDG.PAPER&PLYWOOD SHEATHING" Zo PROVIDE WOVEN INTERIOR&EXTERIOR 12 W12 CORNERS, PROVIDE FLARED LOWER I u u EDGE AT STONE FOUNDATION CLADDING ` EXISTING SCREEN PORCH PANELS _ \ b' b' I Level FIRST FLR. _ q 1'-2" DRAWN BY: Author _ _ _ - T `�— - - m - - - - - - - _ _ _ Level GROUND DATE: 11/25/2025 2:08:04 PM IT I .'J, I, ,_ ' .. I:; ";•' F,'.'i " fJ/,.l,Lff ';, .'`'f„ — 0" _ t I y r. f L' ,.'b I SCALE. 1/4tl 11-0n - - - - r., I. I, r - {^r r, ,,r ' ' r r ,r ' `!f', .f:: DRAWING SHEET NAME. !`r. - %'. / Level GARAGE-- -- ---- --- - -- -- ------- -- ---- f, ;; ,F. 1 �. _/ r l '/`f rr -� J I f /` •'� i' i - - - f`r'r 'r f` r,r r F` A `i`" �i i� 'i� 1 tl i r' r r'i'; , l .1 / .1 rf '�/' f r; / _ /_. ;fir f' f" J / %' /A `A` r f `f✓'< f ,f r / / r`` 'I `/ rr'. 1' '1' I i _ % / f i ,I r' / /� r ' `f /" /. J ff� 'f J / f /, - "i'r I — 'r'` r!' `r 'f -1` — — — '1 '`i I —f ■ rl I i / 1' .° f / /. r 'i '`i f i` `/, /' rr t j r / !fr. i Q O '' f < `!` 't/ i i f / '/` f rf. �'i %f (r I I ,. f I�`l. EVATI�� /; _ ON �fr 'fFr� /` f` r `r r� `/r /.' f r` if i` f / /: fd / r '!` / J /r ,/, rr /. / / r'r / /� ! Jr / i %° r' `! r i` ,1 'i �f , J /� /f r` r f_ / 'rl` f i ' = ` lei /: r ! / `,I '`, /, i r i! '`f` i/ •1 `J r '/" f'; r r` ",'; r .J � !F it /F- off;`, f e.:; /r �J r� el' -r f,,! %f ' d /! 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'r� Level ✓ e el BASEMENT r ,-G, f f 'jf '!r. .� < -T I !< ' _ f i i .rf �T ,ri �^''� ! i f 1! f F' `r r 'r j. i /: 'f rr '�r'' '/r / 'J i 'f' f/. r J, /, /", i r /, r / ',r`/ J f=' f`` // r / r •/r •r // `' / % / / r, J`, / r/ / f' 'f // // / / J`/� / f .'� /'. f//./r•PJ!////`l.r.� , /^'/r`. , . /. ,'/;' , ,. .�=i,fs, r `/ =r`'. , . 1rf '� /i/ , r,%. /. ,f' ,% • .-�, / / < r /%/ / // / .'!`r'. / /'/.I F.`✓'///r !r .///s/%'.`/f F / /. f�1.•` 'f+;'r%!` r r``/ � e ,rF'F i//' /r / 'f /. f r r�!. `! / f `/ r / r /J f:'-/f P f`'// f f' J, o '/r. ,r. !/r !~r •`r i/''i i` r //,/ '/ ! r /, < r r` /F I 1"/`/ J PROPOSED EAST ELEVATION SCALE: 114"=1'0" . I I S.C.T.M.# DISTRICT 1000 SECTION 70 BLOCK 5 LOT 41 0 JOCKEY CREEK 2 100.23 Y Sg°55'S`� E _----�.r=J .`�- � �__•� MHwEL ^ 8 _ E,2 u M ^^^^ 2' / VIFTLAND BOUNDARY EjIWOO- ED�1A - - � �ASDDELIN'ATEDBY .�/ E128 EDGE OF MAIN__ --- 6 E �NSULTANTS07-:7.25 10 TIMBERV7AL2 6 CONC. ALL 12 0� - 14 - _ _�-II ir"RESj 0 BANK � 16 -J l� CO`1ERED P°RCN 27,5' ... zeT.' - 18 SCREENED o:;::.:.�.;';'�..::•:�::::;';':;':::.: f�. pORCH u•:::. ...:::::::::.:. :N 10 4, AT 4 Z Stv FRM•`•':.:: :;,:.:.;': g11C0 E g157 ' ':': 4fi 223 a :�6 ' M.H.O EXIST. COVERED �UY PORCH ^ /LP GAS E.M.0l / P. �6 � ®DRAIN X, \ I 0.5'E� w o aPOOLHOUSE;`. z DRAIN w ® SHOWER 0.9w m OL P. 14 f 0 1 16 l QP m 1 f x 11 xlI x S'fONt STEP x jL�, � U St g( PERGOLA U P. w r 1 ~ 4'POOL FENCE: 't ` 1 111� 1 I ' x I I l I f I I IRRIGATION VNELL O1 SPORT COURT'.: tJp I 1 CHAINLINKHENCE (\ ° T 5 LOT 7 LO DWELLINGS T 16 W/PUBLIC U. 'WATER LO 150' J , DWELLING DWELLING I WIPUBLIC WATER 100' WELL WATER + WELL I ,( i I 142' W I j Ln s I o I � z J I U ' I W I "K w a , 7991 x 110V 2 6 2r,5 22 VON. o I WOOD RAiL FENCE w000 RAIL FENCE W M.O U MON. 1.3'S N 85°30'010"`]`I T�•�0 jJJ .._.._....._,.,._. ..,._ U.P. EDGE OF PAVEMENT 22 Z NJ 2 PINE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD 06SERVAT70NS DWELLINGS UPLAND AREA LANDWARD OF THE AND OR DATA OBTAINED FROM OTHERS. WIPUBLIC WATER 75p-- TIDAL WETLAND BOUNDARY:46,824 S.F.or 1.07ACRES AREA: TOTAL LOTAREA:48,698.15 Sq. Feet or 1.12ACRES ELEVAT70N DATUM: ---NAVD88-------------- UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774/S SURVEY 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 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF 774E LENDING /NS77TU7ION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS' OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 714E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 6 CERTIFIED TO: SCOTT SCHULMAN; JENNIFER SCHULMAN; MAP OF: PLAN OF LOTS OF MR.G.WELLS PHILLIPS FILED: NOV.6„ 1909 No.297 SITUATED AT: (PINE NECK TOWN OF: SO UTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #225-161 SCALE:V=30' DATE:AUG.10,2025 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 I 1 All 1 1 b ' Ar ....� gip.,.• � �� � r*T- rl st ,R a { 'ate. .Y-_ t _ •�7r� � � r •.� F -� _-. r t• _ r� p.� NSF. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 O 9 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: February 6, 2026 Re: LWRP Coastal Consistency Review SCOTT & JENNIFER SCHULMAN, SCTM# 1000-70.-5-41 This application is to construct onto landward side of existing dwelling a 655 sq. ft. 1 & 2 story garage/bedroom addition, and a 72 sq. ft. one-story entry addition with 75 sq. ft. covered entry deck and steps in place of existing 8'x20' covered entry porch and steps to be removed; remove existing conventional septic system and install an I/A OWTS sanitary system landward of dwelling; expand existing pervious gravel parking area, to be raised 2' above existing grade (EL 16.0) using approximately 60 cubic yards of fill trucked in from an approved upland source; and install associated 58 sq. ft. of masonry retaining wall with a maximum 2' exposure above grade, screened with plantings; install stormwater drainage system; and maintain existing 5' wide non-turf buffer area along top of bank as a vegetated non-turf buffer area. 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 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. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed as-built deck does not meet the setback requirements from a wetland as defined in Chapter §275-2 Definition; word usage and § 275-3 Findings; purpose; jurisdiction; setbacks. D. Setbacks. (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary or bank. [1]Residence— 100 feet. While the proposed work is on the landward side of the residence, it does not meet the 100ft setback requirement from the wetland boundary or bank. If the proposed work is permitted, the permanent non-disturbance buffer should be expanded. It should be noted that the condition/status of the existing 5ft non-disturbance buffer appears to be either turf grass and/or ornamental plantings based on the photos submitted. One way to correct this would be to establish a new no disturbance buffer closer to the water in what is currently mowed lawn. Creation of a non-disturbance (including no mowing) in this area would have a greater benefit to the adjacent creek. 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 Glenn Goldsmith,President *tf so Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski 8i Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Exte sio Received Application: 12* Received Fee: $ ° Completed Application: Ira.3 a� Incomplete: SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date:Coordination:(date sent): __�__LWRP Consistency Assessment Form Sent: I3b�z-� << ^ CAC Referral Sent: N i Ps pp kt s{ �Date of Inspection: N O V 2 6 2025 � Receipt of CAC Report: ty 10 Technical Review: lawn Hearing Held: A 1i r, Resolution: _. R;�of Trasiees_ f Name of Applicant Scott&Jennifer Schulman 10974.Willow Grove Terrace Address Boynton Beach,FL 33473 Phone Number: QL21 659-1145 Suffolk County Tax Map Number: 1000 - 70-5-41 Property Location: 1575 Pine Neck Road,Southold (property located on north side of Pine Neck Road,799'west of Oaklawn Avenue) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 �` 5 1�� Board of Trustees Applicr. M GENERAL DATA Land Area(in square feet): 48,698 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling with swimming pool and dock Intended use of property: Same with dwelling additions Covenants and Restrictions: Yes X. No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#126 8-29-1960 Southold Trustees#1011 5-6-1974 Southold Trustees#7184 8-27-2009 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Construct onto landward side of existing single-family dwelling a 655 sf 1 &2-sty garage/1-bedroom addition,and a 72 sf 1-sty entry addition with 75 sf covered entry deck and steps in place of existing 8'x 20'covered entry porch and steps to be removed;remove existing conventional septic system located less than 100 feet from top of bank and install new I/A OWTS sanitary system located more than 100 feet from top of bank;expand existing pervious gravel parking area,to be raised up to 2'above existing grade(EL 16.0)using approximately 60 cy of clean fill trucked in from an approved upland source,and install associated 58 if of masonry retaining wall(max.2-ft exposure above grade,screened with plantings);install stormwater drainage system;and maintain existing 5-foot non-turf buffer along top of bank as vegetated non-turf buffer,all as depicted on the site plan prepared by Maresca& Associates,last dated November 24,2025. and of Trustees Applicatic' WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To construct an attached garage/1-bedroom addition and new entry deck on landward side of existing single-family dwelling, with associated expansion of existing gravel driveway,and replacement of existing conventional septic system with new I/A OWTS sanitary system. Area of wetlands on lot: 1,874 square feet Percent coverage of lot: 3.8 Closest distance between nearest existing structure and upland edge of wetlands: +/-55 feet (covered porch) Closest distance between nearest proposed structure and upland edge of wetlands: +/-88 feet (garage addition) Does the project involve excavation or filling? No X Yes (as required for garage addition foundation,installation of If yes, how much material will be excavated? TBD cubic yards of drainage system,and replacement of septic system) How much material will be filled? +/-50 cubic yards (for raising of expanded pervious gravel parking area) Depth of which material will be removed *WKMd: 2 feet(max.) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached addendum. WETLANDS PERMIT APPLICATION ADDENDUM FOR SCOTT&JENNIFER SCHULMAN 1575 PINE NECK ROAD SOUTHOLD,NY SCTM#1000-70-5-41 STATEMENT OF EFFECT The proposed project consists of two additions to the front of an existing single-family dwelling that was constructed pursuant to Town Wetland Permit No. 7184, issued on September 23, 2009. The additions include a small enclosed entry addition and deck in place of an existing covered entry deck; and a 1 &2- story attached garage/l-bedroom addition, with an associated expansion and raising of the existing gravel parking area on the landward side of the house. To ensure the proposed dwelling expansion and associated work does not adversely impact the adjacent wetlands and surface waters, and to ensure compliance with the standard policies of the Board of Trustees and standards for issuance of wetland permits set forth by Town Code Section 275-12, as well as consistency with LWRP Policies 5 and 6,the project design elements and incorporated mitigation measures described below are intended to protect and improve water quality and to protect and restore the quality and function of the adjacent tidal wetland ecosystem. A) Project Design 1) The proposed additions and associated activities are proposed entirely on the landward side of the existing dwelling, thus creating no encroachments on the existing, previously permitted wetland setbacks. 2) The additions and entirety of the dwelling will remain consistent with the"pier line"established by the adjacent dwellings to the east and west, compliant with Town Code Section 275- 11(A)(3). 3) The renovated dwelling, which is located in a FEMA-designated Zone-X flood zone, is compliant with all Town zoning requirements, including lot line setbacks and limitations on height, sky plane, and gross floor area(GFA); and the additions will result in a net increase to Town lot coverage of 639 sf, increasing coverage to a total of only 8.1% where 20% is permitted. 4) The parking area to be raised and expanded will be retained on its east side by a proposed masonry retaining that will have a maximum exposure of 2 feet above grade, screened with plantings. B) Mitigation Measures 1) The existing conventional septic system,which is partially located less than 100 feet from the tidal wetland boundary and entirely within the 100-foot top of bank setback, will be replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) relocated landward, more than 100 feet from wetlands,with leaching pools located at least 100 feet from the top of bank.This new I/A system would also treat effluent from the existing pool house located more than 100 feet from the top of bank. 2) A stormwater drainage system consisting of leaders,gutters,and drywells is proposed to collect and recharge roof runoff, and to capture backwash from the existing swimming pool located more than 100 feet from the top of bank. 3) The existing non-turf buffer situated along the top of the bank, which was required by Town Wetland Permit No.7184,would be established and covenanted as a vegetated non-turf buffer, thus ensuring permanent maintenance of a natural sink and filter for excess nutrients potentially contained in surface water runoff before reaching the tidal wetlands and surface waters of Jockey Creek. 4) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Schulman Residence Project Location(describe,and attach a location map): 1575 Pine Neck Road,Southold,SCTM#1000-70-5-41;property located on north side of Pine Neck Road,799'west of Oaklawn Avenue(map attached). Brief Description of Proposed Action: Construct onto landward side of existing single-family dwelling a 655 sf 1&2-sty garage/1-bedroom addition,and a 72 sf 1-sty entry addition with 75 sf covered entry deck and steps in place of existing 8'x 20'covered entry porch and steps to be removed; remove existing conventional septic system located less than 100 feet from top of bank and install new I/A OWTS sanitary system located more than 100 feet from top of bank;expand existing pervious gravel parking area,to be raised up to 2'above existing grade (EL 16.0)using approximately 60 cy of clean fill trucked in from an approved upland source,and install associated 58 if of masonry retaining wall(max.2-ft exposure above grade,screened with plantings);install stormwater drainage system;and maintain existing 5-foot non-turf buffer along top of bank as vegetated non-turf buffer,all as depicted on the site plan prepared by Maresca& Associates,last dated November 24,2025. Name of Applicant or Sponsor: Telephone: 212-659-1145 Scott&Jennifer Schulman E-Mail: scottdschuhnan@gmail.com Address: 10974 William Grove Terrace City/PO: State: Zip Code: Boynton Beach FL 33473 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no,continue to question 2. X 2.Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC, Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 46,824 sf b.Total acreage to be physically disturbed? +/-13,818 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 46,824 sf; 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Peconic Bay and Environs,Reason: Project public health,water,vegetation, and scenic beauty,Agency: Suttolk County, Date: 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10.Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,I/A OWTS sanitary X system is proposed. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: E.Herrmann,Coastal Mgmt. Specialist Date: November 24,2025 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 approavmately . � ; 0� T 000' 2 00.0 3,000 4 000 5 000 Fee[ 44�' t r'� r R, ! � �. ? ;, t :. r �,• �,r v i 0 t 200 f '400 600 600 1 000 1�200 1 400 Meters � ¢ j I5, r L3 { - �ar2sao�, :M3 iz°2aa5 �3, i2d2aoa `03 iz^zau1 e°cr4R ZJ Off, �yBEgAy`•sl"sN 25 npF� ail `C In ' W 9`oy qo F ND Hashantonutck v . Pond ' + 1 r BURGUNDY OnoMA- Y 9°9y c9O 90 K x SAGE'�Jf, <9 r, Park , J@ RD } 9 V � Y Oo LU p. CREEK ti + r LONG OR PJ OLD ` o F Budds ° Pond `' NNEC O00 O ' ; N � MOCKINGBIRD o< Camp duinipe y LA 9G m vnLL��Nr (Methodist) aid kr o a Rey Ho Jet Rings Pt OCKV POINT s G rOINr ° 38 E0° O pD m o O �Ev O To�Hipyudronil'oe c a qy o Southold o y Vona! Fyf Sta y © m° yi,� list Sac boo `A BI EDON Town 4s � °P Park o° a ° 5 �° SOUTHOLD > L r �" Southold ce wu M Founders LandingLA Harper Pt � 5ite<Access via �tGBk BAY \. ? Subject property) aacKEY NRc� o COR I o A SO Old r w` CusTe, 9° i' m m YC Custer �� � um`. Institute cpz� g 3 o Hqq AV 3 SLEEPY o d° 0 SCROON pN w Paradise A i! ° Ho �+ gEpCHW° �' CRDR DR pQ Point �QQ GLEN 3 CEO- ¢ ¢0 9 0�, PO i LCk c o a c'CY'm H °y0 ., O LAKE DR QO z:� m yvc 5 Wo �o RDBIO Qv H'i "' tq oQ q� eyoq� a GREAT HOG RIGGER LA mQ o NECK i y AY o o '36~' BAYVIEW VV - 0 04 o Town of Southold ; I Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 70 5 41 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN D—isfFi—cf Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes 0 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 46,824 sf Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) (S.F,/Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-13,818 sf 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 onto landward side of existing single-family dwelling a 655 sf 1& Slopes Controlling Surface Water Flow, 2-sty garage/1-bedroom addition,and a 72 sf 1-sty entry addition with 75 sf 3 Does the Site Plan and/or Survey describe the erosion ❑ covered entry deck and steps in place of existing 8'x 20'covered entry porch and and sediment control practices that will be used to steps to be removed;remove existing conventional septic system located less control site erosion and storm water discharger.This than 100 feet from top of bank and install new I/A OWTS sanitary system Item must be maintained throughout the Entire Construction Period. located more than 100 feet from top of bank;expand existing pervious gravel parking area,to be raised up to 2'above existing grade(EL 16.0)using 4 Will this Project Require any Land Filling,Grading or ❑ Excavation where(here is a change to a Natural approximately 60 cy of clean fill trucked in from an approved upland source,and Existing Grade involving more than 200 Cubic Yards install associated 581f of masonry retaining wall(max.2-ft exposure above of Material within any Parcel? grade,screened with plantings);install stormwater drainage system;and 5 Will this Application Require Land Disturbing Activities maintain existing 5-foot non-turf buffer along top of bank as vegetated non-turf Encompassing an Area in Excess of Five Thousand buffer,all as depicted on the site plan prepared by Maresca&Associates,last (5,000 S.F.)Square Feet of Ground Surface? dated November 24,2025. 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, Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 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- 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, 1:1 required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed 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?(This item will NOT include the installation of Driveway Aprons.)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, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Re aired for a Completed Application). STATE OF NEW YORK, COUNTY OF Suffolk SS That I, Robert E.Herrmann -------being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of mdrndual signing Document) And that he/she is the Agent for Owner (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 areIo the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed heh. Sworn to before me this; ------------- 24 - - -----------cla f o-- ----- ----------------- 2025 Notary Pu ----- ----- ------ ------------------ ------ ---=—'---------------- -- ---------------------- (signature of Applicant) FORM 06/10 Notary Public-St a of New York No.01 ST5015931 Qualified in Suffolk County GG My Commission Expires August 02,20Z II _ward of Trustees Applicatio,a AFFIDAVIT Scott Schulman BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner Scott Schulman SWORN TO BEFORE ME THIS DAY OF ,20 z1"/ CAROLINE M MACARTHUR Notary Public-State of New York Notary Public No.01MA6384635 Qualified in Suffolk County My Commission Expires Dec 17,2026 _yard of Trustees Applicatia.. AFFIDAVIT Jennifer Schulman BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A 10 Signatu of Property Owner Signature of Property Owner ,Jennifer Schulman SWORN TO BEFORE ME THIS DAY OF L ,20 ,45 CAROLINE M MACARTHUR Notary PUbJIC Notary Public-State of New York NO.OIMA6384635 Qualified in Suffolk County My Commission Expires Dec 17,2026 3ard of Trustees Applicaticn& AUTHORIZATION (Where the applicant is not the owner) I/We, Scott Schulman owners of the property identified as SCTM# 1000-_ 70-5-41 in the town of Southold New York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Scott Schulman SWORN TO BEFORE ME THIS 2�`r DAY OF 20 2S-- CAROLINE M MACARTHUR Notary Public-State of New York Notary Public NO.OIMA6384635 Qualified in Suffolk County My Commission Expires Dec 17,2026 _oard of Trustees Applicatic,.+ AUTHORIZATION (Where the applicant is not the owner) I/We, Jennifer Schulman owners of the property identified as SCTM# 1000-- 70-5-41 in the town of Southold New York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. J N/A operty O er's ignature Property Owner's Signature Jennifer Schulman SWORN TO BEFORE ME THIS . a ` DAY OF v 24 , 20 5 CAROLINE M MACARTHUR ' Notary Public-State of New York Notary Public -f, 01 MA6384635 i Qualified in Suffolk County 4 My Commission Expires Dec 1 ZOZf, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it io take whatever action is necessary to avoid same. YOURNAMB: Schulman, Scott (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee x Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F-1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ELA)the owner of greater than 50/o of the shares of the corporate stock of the applimt (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thii Z�ff�day f J4 2013-11� Signature ZZ Print Name Scott Schi ilman Form TS 1 -- - - APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees,The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it io take whatever action is necessary to avoid same, YOURNAME: Schulman, Jennifer (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee x Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business inteiesf'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _aA)the owner of greater than 5%of the shares of the corporate stock of the applicit _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ay of �U 20 25 Signature C Print Name Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL.DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the12art of town officers and employees.The purpose of this form is to rovide information which can alert the town of ossible conflicts of interest and allow it to take whatever action�s necessary to avoid same. I YOUR NAME: Herrmarm 'Rol-ext middle (Last name,flrst name, initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? `Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer;director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 24 November 2025 Signature Print Name • HerrMam Form TS 1 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES TOWN OF SOUTHOLD In the matter of applicant: Scott&Jennifer Schulman SCTM# 1000-70-5-41 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct onto landward side of existing single-family dwelling a 655 sf 1 &2-sty garage/1-bedroom addition,and a 72 sf 1-sty entry addition with 75 sf covered entry deck and steps in place of existing 8'x 20'covered entry porch and steps to be removed;remove existing conventional septic system located less than 100 feet from top of bank and install new UA OWTS sanitary system located more than 100 feet from top of bank;expand existing pervious gravel parking area,to be raised up to 2'above existing grade(EL 16.0)using approximately 60 cy of clean fill trucked in from an approved upland source,and install associated 58 if of masonry retaining wall(max.2-ft exposure above grade, screened with plantings); install stormwater drainage system;and maintain existing 5-foot non-turf buffer along top of bank as vegetated non-turf buffer,all as depicted on the site plan prepared by Maresca&Associates,last dated November 24,2025. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1575 Pine Neck Road,Southold 3. That the,project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed,Feb. 11,2026 @ 5:30 pm;Town Hall Meeting Rm,53095 Main Rd,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Scott&Jennifer Schulman PROPERTY OWNERS NAME: 10974 Willow Grove Terrace MAILING ADDRESS: Boynton Beach,FL 33473 PHONE #: 212-659-1145 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-70-5-40 7970 Steeple Chase Court Salvatore&Elizabeth Pennisi Port St.Lucie,FL 34986 1000-70-5-42 220 Congress St,#6G a David&Allison Affinito Brooklyn,NY 11201 1000-70-5-22 PO Box 1179 Town of Southold Southold,NY 11971 1000-70-9-2 7810 Seddon Drive Charles Breitstadt Dublin,OH 43016 1000-70-9-1 1500 Pine Neck Road Theresa&William Park,Jr. Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 30th day of February '20 96 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)( iati) mail. �. Robert E. Herrmann Coastal Managment Specialist Sworn to_b fore me this - m n 20 (4 KIKA H. STEPHENS day of j , Notary Public-State of New York No. 01 ST5015931 Qualified in Suffolk County =- My Commission Expires August 02,20 . Notary Pliblic j r ® r cr r ® ® p m r ..n ® O m r co 1111111111111111 n-., U" ru 0 rU o o m Certified Mail Fee m Certified Mail Fee e Q $ Q $ ...n Extra Services&Fees(check box,add fee as appropriate) ..n Extra Services&Fees(check box,add fee as appropriate) rU ❑Return Receipt(hardcopy) $ rU ❑Return Recelpt(hardcopy) $ ❑Return Receipt(electronic) $ Post ❑Return Receipt(electronic) $ Postmark f°-f € : Q ❑Certified Mall Restricted Delivery $ r._f4� Q ❑Certified Mail Restricted Delivery $ Here I Iti ❑Adult Signature Required $ r� a: N ❑Adult Signature Required $ rU ❑Adult Signature Restricted Delivery$ ru ❑Adult Signature Restricted Delivery$_ Ln Postage N Postage C3 $ _ 0 $ t-1 Total Postag r-q Tota' r- $ rl- Q Sent To Salvatore & Elizabeth Pennisi Q sent David &Allison Affinito Cr Street andAF 7970 Steeple Chase Court Srret 220 Congress Street,#6G Co L Ciry St--e,zt Port St. Lucie, FL 34986 _. Ln �t Brooklyn, NY 11201 Os • ®e • rr Er Q Q m m .n _n m Certified Mail Fee m Certified Mail Fee Q $ Q $ —0 Extra Services&Fees(check box,add fee as appropriate) —0 Extra Services&Fees(check box,add fee as epproprate) rl.l ❑Return Receipt(hardcopy) $ rU ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ G C3 ❑Certified Mail Restricted Delivery $ Her f, Q Postmark r,,, q°.t ❑Certified Mall Restricted Delivery $ Hertz El Adult Signature Required $ '3'. r`- ❑Adult Signature RequiredrU $ ❑Adult Signature Restricted Delivery$Lr) ,..st k4 rU ❑Adult Signature Restricted Delivery$ Postage ° Postage Q $ Q $ r-9 Total Post C3 $ Town of Southold Q Sent To Charles Breitstadt Er .-_-_ _-- PO Box 1179 Street and 7810 Seddon Drive LO Southold, NY 11971 _ Co Ln Dublin, OH 43016 n" City, """State. :AO 1 BB B68°B - t m _ ru Q m m Certified Mail Fee Q $ ,0 Extra Services&Fees(check box,add fee as appropriate) .. ('u ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ Postm (°� Q ❑Certified Mall Restricted Delivery $ He r� ❑Adult Signature Required $ nl ❑Adult Signature Restricted Delivery$ Postage Q $ a Total' $ ent Theresa&William Park,Jr. Er sine; 1500 Pine Neck Road ............. co Ln Southold, NY 11971 a, city' J SENDER: ClOMPLETETHIS SECTIONCOMPLETE ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. X T ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Dat of live or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No David&A11in Affinito 220 Congress''Street, #6G BrOOlClyn,NY 11201 3. Service Type p Priority Mail Express ❑Adult Signature ❑Registered Mail- ❑{ldult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery ❑Certified Mail Restricted Delivery 0 Signature Conffrmation- ❑Collect on Delivery ❑Signature Confirmation n :,,,,.n,..._�_.. Delivery Restricted Delivery Restricted Delivery 9589 0710 5270 2603 6629 96 fall all Restricted Delivery over 500) 1 PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt C f Lf ll-r(4- • ON ON DELIVERY ■ Complete items 1,2,and 3. A. 5 na 17 ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the ,mail iece B Receiv d b ( inted Name) C. Date litrery or on the front if space permits. p ��� 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter delivery address below: ❑No Town Of Southold PO Box 1179 3. Service Type ❑Priority Mail Express® Southold,NY 11971 Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Re latered Mail Restricted Certified Mail® Delivery Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation °T+'^lo ni,. r o�rr�„�f•f^^� ^�„^o i�h^n ❑Collect on Delivery Restricted Delivery Restricted Delivery 9589 0 710 5270 2603 6630 09 "ail Restricted Delivery Glenn Goldsmith,President o��gUFFO(K�o Town Hall Annex A.Nicholas Krupski,Vice President „� yam, 54375 Route 25 Eric Sepenoski y z P.O. Box 1179 Liz Gillooly p Southold,NY 11971 Joseph Finora y6jp1 �`a4li Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of SCOTT & JENNIFER SCHULMAN COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Tyler Rochon , residing at/dba En Consultants 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the'Z'` day of r,� b.J , 20Z( , I personally posted the property known as 1575 Pine Neck Road, Southold;, SCIM #1000-70-5 41 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, February 11,2026. Dated: 41 (s' ature) Sworn to before me this day of C 20 2 / KIM H. STEPHENS % Notary Public-State of New Y• No.01 ST5015931 Notary tlbllc J Qualified in Suffolk County i My Commission Expires August 02,2021 i i I i I i NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: SCOTT & JENNIFER SCHULMAN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct onto landward side of existing dwelling a 655sq.ft. 1 & 2 story garage/bedroom addition, and a 72sq.ft. one-story entry addition with 75sq.ft. covered entry deck and steps in place of existing 8'x20' covered : i entry porch and steps to be removed; remove existing conventional septic system and install an I/A OWTS sanitary.system landward of dwelling; expand existing pervious gravel parking area, to be raised 2' above existing grade (EL 16.0) using approximately 60 cubic yards of fill trucked in from an approved upland source; and install associated 58sq.ft. of masonry retaining wall with a maximum 2' exposure above grade, screened with plantings; install stormwater drainage system; and maintain existing '5' wide non-turf buffer area along top of bank as a vegetated non-turf buffer area. Located: 1575 Pine Neck Road, Southold. SCTM# 1000-70-5-41 TIME & DATE OF PUBLIC HEARING: Wednesday, February 11, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I, 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 nig ficant 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# 70 - 5 41 PROJECT NAME Scott&Jennifer Schulman 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 onto landward side of existing single-family dwelling a 655 sf 1 &2-sty garage/1-bedroom addition,and a 72 sf 1-sty entry addition with 75 sf covered entry deck and steps in place of existing 8'x 20'covered entry porch and steps to be removed;remove existing conventional septic system located less than 100 feet from top of bank and install new I/A OWTS sanitary system located more than 100 feet from top of bank;expand existing pervious gravel parking area,to be raised up to 2'above existing grade(EL 16.0)using approximately 60 cy of clean fill trucked in from an approved upland source,and install associated 581f of masonry retaining wall (max.2-ft exposure above grade,screened with plantings);install stormwater drainage system;and maintain existing 5-foot non-turf buffer along top of bank as vegetated non-turf buffer,all as depicted on the site plan prepared by Maresca&Associates,last dated November 24,2025. Location of action: 1575 Pine Neck Road, Southold Site acreage: 48,698 sf Present land use: Residential,single-family dwelling with swimming pool and dock 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: Scott&Jennifer Schuhnan (b)Mailing address: 10974 Willow Grove Terrace Boynton Beach,FL 33473 (c) Telephone number: Area Code 212-659-1145 (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? New York State DEC 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 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 Consistent with the objectives of Policy 4,the additions and alterations are proposed on the landward side of an existing dwelling that has an existing first floor elevation of 20.4 and is located landward of a top of bank with an elevation 16 feet above mean sea level, where it thus well protected from the risks of potential loss from flooding and erosion. 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 j LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR SCOTT&JENNIFER SCHULMAN 1575 PINE NECK ROAD SOUTHOLD,NY SCTM#1000-70-5-41 POLICIES 5 & 6 The proposed project consists of two additions to the front of an existing single-family dwelling that was constructed pursuant to Town Wetland Permit No. 7184, issued on September 23, 2009. The additions include a small enclosed entry addition and deck in place of an existing covered entry deck; and a 1 &2- story attached garage/1-bedroom addition,with an associated expansion and raising of the existing gravel parking area on the landward side of the house. To ensure the proposed dwelling expansion and associated work does not adversely impact the adjacent wetlands and surface waters, and to ensure compliance with the standard policies of the Board of Trustees and standards for issuance of wetland permits set forth by Town Code Section 275-12, as well as consistency with LWRP Policies 5 and 6,the project design elements and incorporated mitigation measures described below are intended to protect and improve water quality and to protect and restore the quality and function of the adjacent tidal wetland ecosystem. A) Project Design 1) The proposed additions and associated activities are proposed entirely on the landward side of the existing dwelling, thus creating no encroachments on the existing, previously permitted wetland setbacks. 2) The additions and entirety of the dwelling will remain consistent with the"pier line"established by the adjacent dwellings to the east and west, compliant with Town Code Section 275- 11(A)(3). 3) The renovated dwelling, which is located in a FEMA-designated Zone-X flood zone, is compliant with all Town zoning requirements, including lot line setbacks and limitations on height, sky plane,and gross floor area(GFA); and the additions will result in a net increase to Town lot coverage of 639 sf, increasing coverage to a total of only 8.1% where 20% is permitted. 4) The parking area to be raised and expanded will be retained on its east side by a proposed masonry retaining that will have a maximum exposure of 2 feet above grade, screened with plantings. B) Mitigation Measures 1) The existing conventional septic system,which is partially located less than 100 feet from the tidal wetland boundary and entirely within the 100-foot top of bank setback, will be replaced with a low-nitrogen, innovative/alternative sanitary system (1/A OWTS) relocated landward, more than 100 feet from wetlands,with leaching pools located at least 100 feet from the top of bank.This new I/A system would also treat effluent from the existing pool house located more than 100 feet from the top of bank. 2) A stormwater drainage system consisting of leaders,gutters,and drywells is proposed to collect and recharge roof runoff, and to capture backwash from the existing swimming pool located more than 100 feet from the top of bank. 3) The existing non-turf buffer situated along the top of the bank, which was required by Town Wetland Permit No.7184,would be established and covenanted as a vegetated non-turf buffer, thus ensuring permanent maintenance of a natural sink and filter for excess nutrients potentially contained in surface water runoff before reaching the tidal wetlands and surface waters of Jockey Creek. 4) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. r 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 A 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 w dependent uses and promote sitii f 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 TITLECoastal Management Specialist DATENovemberza,zozs Robert E. Herrmann Amended on 811105 f 1 EN-CONSULTANTS November 24,2025Iff Town of Southold f �` Y Board of Trustees !� s' 54375 Main Road NOV 2 6 Post Office Box 1179 2025 Southold,New York 11971 _ S 2hoi i Town -- Rd of Trjstees Re: Scott&Jennifer Schulman 1575 Pine Neck Road, Southold SCTM#1000-70-5-41 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. One(1)Application Checklist. 2. One(1)Application Certification. 3. Four(4)Wetland Permit Applications including: a) Authorization&Affidavit Forms; b) Applicant/Agent/Representative Transactional Disclosure Forms; c) Short Environmental Assessment Form; d) LWRP Consistency Assessment Form. 4. Site plan prepared by S. L.Maresca Associates Consulting Engineers,last dated November 24,2025. 5. Survey prepared by Kenneth M. Woychuk Land Surveying,LLC dated August 10,2025. 6. Three(3)sets of site photographs. 7. Application fee of$1,250.00. 8. Four(4)sets of architectural drawings(one full size,three 11 x 17),prepared by Samuels& Steelman, last dated November 25,2025. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc re Robe t . errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting