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HomeMy WebLinkAboutHC NOFO, LLC Glenn Goldsmith,President �o��gOFFU(,YCOGy - Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski �' ,?, P.O.Box 1179 Liz Gillooly y • 0�� Southold,NY 11971 Joseph Finora l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: 02TEA1 AMP Architecture on behalf of HC NOFO, LLC requests a Wetland Permit to convert the existing 30'x50' (1,500sq.ft.), second floor of an agricultural barn into a single-family dwelling; and to install an I/A OWTS sanitary system to dwelling. Located: 2705 Indian Neck Lane, Peconic. SCTM# 1000-86-5-14.4 Type o rea to be impacted: altwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: �-`t hapt. 275 Chapt. 111 other Type of Application: ✓Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: \-'� Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Qtei z- !o m5LLAiyV` MbT SIJa'i'-1C,1., "i (QAJI�MW '15 y 1X&-rAXL_, .3 Present Were: ✓ G. Goldsmith N. Krupski E. Sepenoski �/ L. Gillooly _IZJ. Finora GENERAL REQUIREMENTS: I/A OkIT5 4 SEPTIC TANK INSTALLATION STANDARDS: '7 1 --7-,r- 7 77 7 NOTE: THE FOLLOWING LOTS WITHIN 150' OF PROPERTYAU6U5T 05, 201 cl PROJECT ZONINO PATA 1. After Installation of the, I/A OHTS and prior to completion,Ithe I. Install I/A OVI tanks 4 septic tanks according to manufacturer's Installer/contractor shall contact the architect for an Installation recommendations while conforming with these standard. All I. FLOOD MAP DATA: UTILIZE PUBLIC HATER AS PER 50NA: MAP #: 5610500164H Inspection as per 50HD standards. applicable recommendations provided by the manufacturer shall be AX MAP # TEST HOLE DATA T MAP DATE: OCl/25/200q 5OTM #1000-56-4-6.5 Implemented. MCDONALD :2. The Installer must hold a current Liquid Haste License pursuarnt to FLOOD ZONES: X, SHAVED X, AE (EL.=69 SCTM #1000 ZONING D P.O. BOX 1000 SCTM #1000-e>6-4-6.6 < Suffolk County Code Chapter 565, Article VII (Septic. Industry 2. The I/A ON75 tank 4 septic tank shall be installed at level in all 15TRICT R-50 SOUTHOLD, NY llcf'71 'A T 1-- _X 2. SITE PROTECTION/SILT FENCING TO BE SOTM Licensing and C directions (with a maximum toleronce in any direction of +/one (651) '765-56-r Businesses) through the Suffolk County Deportment of Labor, Consumer Affairs, pursuant to Suffolk County Code quarter Inch) on a minimum 5-inch thick bed of properly leveled and LOT r,0\/ERA5E INSTALLED AS REGUIRED BY THE 7OHN OF 5CTM LU §565-1q. The Deportment of Labor, Licensing, and Consumer Aff4lrs compacted sand (free from rocks) or pea grovel. SOUTHOLD. SCTM #1000n86-5-11.4 LU maintains a list of licensed I/A OHTS Maintenance Providers. _j 5. I/A OVI Tanks shall be provided with a single outlet. A 5OU7HOLD 70NN COPE §2a0-4 50TM EL.=15.6 5. SURFACE HATERS OR WETLANDS ARE SCTM #1000-,56-5-12.5 CY) 5. All I/A ONTS must be registered with the; Department In distribution box/manhole or distribution leaching structure may be VW 4-J I � � Y 1, ' L OL DARK BROWN LOAM accordance, with Article Ict of the Suffolk County Sanitary Code required for all systems with multiple leaching structures unless on i ., f,:.,, , �t . 1 . LOCATED WITHIN 500' OF THE PROPERTY. 5CITM #1000-5(0-5-15.0 Ro LOT V) DESCRIPTION (FOOTPRINT) AREA COVERAGE prior to the Department granting certification of completed alternative design is approved by the Deportment. 5CTM #1000-56-5-14.2 0') 4. ELEVATIONS REFERENCE NAVP lq55 5CTM #1000-56-6-5.1 BROWN SILTY construction on "as built" plans. �4 SM 0 TOTAL LOT AREA 575:77cf S.F. 5CTM #1000-015-1-1.4 SAND 4 • V! ,cl with an 15" All outlets from the septic. tank must be provide 0 4. An executed operation and Maintenance Contract between the, drop IT" or equivalent approved baffle extending Into the I/'- of 5. ANY VISIBLE IIIIIII LOCATED WITHIN 150' 5OTM #1000-015-1-2.12 (,0 Maintenance, Provider and Property owner must be submitted to the the, septic, tank liquid depth. Gas deflection baffles are, If" . " fi' r-- S.F. OF SUBJECT PROPERTY LINES ARE EXISTING Deportment prior to approval of the I/A ONT5 registration by the recommended for Installation below each effluent drop 'IT". EARN 0.5% 0 DEPICTED ON SITE PLAN. 0 C: N Department In accordance with Article la of the Suffolk County PALE BROWN FINE L0 5anitory Code. 5. The, top of the I/A OH75 tank or septic tank shall not be, located EX15TIN(9 IIIII PORCH '75 S.F. 0.0901 TO COARSE SAND CD SUBJECT PROPERTY (o C) greater than 2.5 feet or less than one foot below final grade,. PROPOSED SEPTIC SYSTEM DE516N INTENDS C\j oil 41 5. All installed I/A 01 are required to have on Initial 3- ear TOTAL AREA OF ALL 5TRUCTU)RE5 IkO5 S.F. TO AVOID THE REMOVAL OF ANY EXISTING 0 4- 0.5% 0 -inch covered TREES. THE PLACEMENT OF SYSTEM 0 Horranty and operation/maintenonce service contract. After the, 6. At a minimum, all sampling manholes shall have 20 M initial 3- ear operation and maintenance service contract has access o enIngs to grade located over the inlet and outlet. COMPONENTS MAY BE ADJUSTED PROVIDED 0 41 L0 expired, property owners are expected to maintain an operation covers shall be either 20-Inch diameter watertight and MAXIMUM LOT COVERAGE ALLOWED: 20.0% THAT ALL REQUIRED MINIMUM SETBACKS 4-1 C\j and maintenance contract in accordance with Article Iq of the Insect-proof locking cast Iron covers or thermoplastic covers at LC(�' ATION MAP C d cc Suffolk County Sanitary code. final grade. All covers shall be designed in accordance with section ARE MAINTAINED. INSTALLER TO CONTACT < 5-111 of this standard. SCALE: NITS ARCHITECT IF RELOCATION OR PALE BROWN (0. When on I/A ONT5 requires a vent, the, unit shall be vented to the REORIENTATION OF COMPONENTS FINE SAND roof of the residence being served. Vent pipes shall extend a "7. 111 sampling manholes are approved to be, installed In a REWIRED. minimum of 6 inches above the, roof line and the, top of the, vent driveway or parking area, the manhole shall be designed to be shall have a minimum horizontal separation of 12 inches to the traffic. bearing to meet the, requirements of AASHTO H-20 or sloped portion of the roof. In cases where It is not practical to, HS-20 loading. SITE LAYOUT NOTES: (D vent the, system to the residence roof, a vent pipe may be, piped to I. THIS 15 AN ARCHITECTS 51TE PLAN S 15 L_ the exterior of the residence and terminate a minimum of 15 Inches B>. The outlet Invert elevation shall be a minimum of 0.1 foot below SUBJECT TO VERIFICATION BY A LICENSED above rode and at least I foot from property lines. These vent the inlet Invert elevation. SURVEYOR. THE INFORMATION pipes L11 be located a minimum of 5 feet from any window or REPRESENTED ON TH15 SITE PLAN 15 TO THE doorway and must terminate with a carbon filter device. All vent 11. Sampling manholes shall have on Inside diameter of 2 feet or on ARCHITECTS BEST OF KNOWLEDGE. -0 pipes must have a minimum diameter of 2 Inches, inside, area of 2 foot by 2 foot. 1. Installation and use of the I/A OHTS must conform to the 10. There, shall be a maximum retention depth below the, outlet Invert 2. SURVEY INFORMATION HAS OBTAINED HATER IN PALE BROWN Deportment's approved I/A ONT5 guidance document prepared In elevation of six Inches. FROM A SURVEY DATED AUGUST 10, 201c1, FINE SAND accordance with the standards for "Approval and Management of M05T RECENTLY REVISED APRIL 15, 2026 Innovative and Alternative Onsite Wastewater Treatment 5ystemis." 11. All sewer pipe penetrations in the sampling manhole, shall be, AND PREPARED BY: (D watertight. MINIMUM PE516N REQUIREMENTS: FOX LAND SURVEYING COMMENTS: GROUNDWATER ELECTRICAL REQUIREMENTS: r,>A\/ID H. FOX, L.S. F.C. ENCOUNTERED 12.1' BELOW I. I/A OHT5 4 septic tanks shall be constructed of precast GRADE concrete,, fiberglass, polyethylene, polypropylene, thermoplastics;, or CONTROL PANELS: N.Y.5.L.5. #50254 1 other materials In accordance with Deportment standards and 1. The control panel box must be placed outside, on a suitable 64 SUNSET AVENUE IONYCRR, Appendix "15-A. The use of steel tanks is prohibited. pedestal near the, structure that it serves. Alternatively, the panel NE5THAMPTON BEACH, NY 11q-1a DWELLING wl 0 2. Hiner on I/A OVI requires a septic tank for pretreatment the box may be, mounted on on outside Hall of the structure (preferable TELEPHONE: (651) 255-022 PUBLIC HATER , with se -10T a utility room, and not a living space). Other locations for mounting septic, tank shall be designed in accordance stations 5 the panel box will be considered by the, Deportment on a and 5-1001 of this standard. case-by-case basis and with I/A OHTS manufacturer approval. 5. Unless otherwise specified, the leaching structure/system that 2. The name of the I/A ONT5 OSM Provider must be, clearly ,r follows on I/A ONTS shall be designed n accordance with setic:,n identified on the outside of the panel and include a phone number 5-101 and 5-110 of this standard. to contact in case of alarm. (D 4. At a minimum, all VA CHTS treatment tanks 4 septic tanks shall 5. Exterior panel placement enables the system to be serviced at S73-Z�l have 20-Inch covered access openings to grade located over the any n time, eliminating the, need to access the inside, of the, building. Yj DWELLING W Inlet and outlet. Covers shall be either 20-Inch diameter Hatertflght 4.4e ronel box must be within view of the system location to help DWELLING W PRIVATE WELL WI /07.0 PUBLIC HATER ----------- and Insect-proof locking cost Iron covers or thermoplastic covers foc-Illto e operation and maintenance. >150' FROM SUBJECT o. -------- at final grade,. All covers and chimneys/risers shall be ciesignedi In PROPERTY LINES accordance with section 5-111 of this standard. 5. The control panel shall be placed at a comfortable height for access in accordance with Federal Emergency Management Agency 5. When a I/A OHTS or septic tank Is approved to be Installed [In a (FEMA) flood zone, requirements. TRANSPORTATION LOT driveway or parking area, the unit shall be designed and/or 5CTM #1000-56-05-12.4 Installed to withstand HS-20 or H-20 loading as designated by 6. The panel shall meet National Electrical Manufacturers 10 AA5HTO. Association (NEMA) 4X specifications. 13 0 0 (b. Garbage grinders shall not be permitted when on I/A OVI IaD 1. All below grade Hiring must be run in electrical conduit. The DWELLING W DWELLING v41 utilized as means of sewage disposal. conduit must Ue appropriate seals to prevent gases and moisture Q� PUBLIC HATER PUBLIC HATER from reaching the control panel or junction boxes. 'I. Hater softeners shall not discharge into on VA ONT5 and the: Deportment recommends Hater softener backwash be connecte(cl to e�. Each system shall be equipped with a functioning Horning system on onsite dr9well acceptable to Town or Village building which will activate audible and visual alarms that can be readily Departments. seen and heard by the occupants of the building served. The 'A EXIST. Deportment recommends a telemetry device be Installed to A0 IRRIGATION 5. I/A OATS tanks $ septic. tanks shall be watertight and provide Immediate, remote, alarm notification to the OSM provider WELL -------- constructed of sound and durable materials that are not subjectt to covered by the O$M agreement. fi ------- excessive corrosion or decay. cf. Systems which are not designed to flow by gravity are Y,- OA 1. All tanks must be watertight. Two methods of ensuring tanks opre recommended to be equipped with a control panel with means of watertight shall be either vacuum testing or Hater pressure teetting connecting a portable generator to operate the system during a 0 Methods 05 POIIOP45: power outage. jl�- 0, A dl 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS. 51-01,^ERS, LEVEL SENSORS, AND CONTROLS: (3 DWELLING ;-4/ (4) inches(100mm) of mercury. The tank Is approved if C10% of 1. The'electrical unction box serving the um motor and floats VNELLINO PUBLIC HATER vacuum is held for two minutes. must be watertight and located outside the I/A ONT5 tank chamber. W PUBLIC HATER 11. Hater testing: Seal tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A ONTS unit must be placed elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete,plastic. or fiberglass) and have a soundproof after the 24-hour period 15 complete. Let the tank stand for an enclosure cover. additional 10-hour period. The tank is approved if Hater level is held for the 10-hour period. Hater pressure testing is 5. All pumps and float trees must be accessible and serviceable recommended to be done onsite after Installation. from access openings. 12. Septic, tank manufacturers shall provide a label of non-corro)sIve 4. The floats shall be attached to a Schedule 40 PVC float tree material in a prominent location at each access opening to warm that can be easily removed for service or adjustment. The, floats that "entrance Into tank may be fatal". shall not be attached to the force main. Z I/A OHTS TANK CONSTRUCTIONMATERIAL REQUIREMENTS: 5. The Deportment shall observe the pump system operate through a normal operating cycle. I. Non-concrete prefabricated septic tanks shall conform to the rV, 0 Mechanical Officials International Assoclotlon of Plumbing and Mec b.inspection for leakage of the force main fittings will be made (IAPMAC) "American National Standard for Prefabricated Septic, during the pump test procedure. Tanks" AN51 Z1000-2001 and any applicable revisions/updates. 2. Non-concrete tanks shall be factory assembled or assembled In DWELLING W the field/distribution facility by a certified representative, of the: tank manufacturer. PRIVATE WELL DWELLING H/ LU >150, FROM PUBLIC HATER 5. Each tank shall be Identified by the manufacturer with the SUBJECT manufacturer name or logo, coloor-Ity and number of openings, arid PROPERTY 0 date manufactured,permanently marked at the inlet end of the tank. LINES - _9� 11 , 0 TEST HOLE Z EL.=15.6' PROJECT: 4. All Halls, floors, roofs, and access covers shall resist on applied force of 500 pounds per square foot (psf). Ne>500II --------------- 2705 I.N.L. 5. Precast concrete covers and risers are: not permitted on non-concrete tanks, unless otherwise approved by the manufacturer. 0 EXIST. 1-STORY SEPTIC 6. Whenever practical, non-concrete I/A OHT5 4 septic tanks shall 3), HD. FR. EARN not be located within groundwater. For installations that are placed Z C3 within groundHoter, particular core must be, taken during Instollottion, _._.--.-.---._--.---._-----_-- bedding, and bockf Ing to prevent damage-, to tank walls, and a II RENOVATION manufacturer r TO 4-BEDROOM tanks should be sold by the monufor completely assembled.. If, site, in sections, olil 2705 INDIAN NECK LANE because of size, the tank is delivered to the DWELLING joints shall I-.-- sealed with watertight gaskets. All tanks shall be tested for Hater tightness after, installation using a method r PECONIC, NY :11958 specified by the manufacturer and approved by the Department.. DWELLING II SF (SHt�,,T��q: PUBLIC HATER - - - - - - -7. In cases when tanks are installed in groundwater, the design --------- N�_ professional shall submit buoyancy calculations to prove, the weight FL_001:� :�O� - - - - - - - - - - DRAWING TITLE: DWELLING / - Hill 0/ of the tank (with or without anchoring or the addition of ballast) PUBLIC HATER �K be at least 1.5 times more than the Height of the water displaced. OP( NOTES The buoyancy calculations shall be done using highest "VI expected/recorded groundwater elevation with the tank empty. Soli 04�51IVA "Z 405"II� SITE INFORMATION In considered when ,over on top of the tanks) shall not be determining the amount of anchoring or ballast Height required. SITE PLAN j SUFFOL< (f.,0UN7)" HEALTH E�)EFARIIIIIIFMEN7 AFFROVAL 1�0 LANDWARD LIMIT OF TIDAL to REFEREN r-,,E NO.: WETLANDS AS DELINEATED BY e,,4-551,4" HP BONMAN, PHV OF LAND 45.24' PAGE: co�---------- --------1------ --------------------------- --- --- ---------- USE ON MARCH 15, 2026 ----- ---------EXIST.------ �5TONE DRIVEWAY DWELLING III PUBLIC WATER 56501415"N 0 0 0 kr ji�. 1 11 _ , - - - - -1---- 0 45.50, SP-101000 1 0 V3 -V -1 (ffi I - - :28a.5 0�v, I I I III 1 11.............. 0 N640.2 --------------------------- ------ --------------- ;�.01 77............ 83 1-75.001 N05022'50"N DATE: 05/11/26 :1 OF 3 114. VACANT VACANT LOT LOT Wle�041'4a"K RI r, H M 0 P CREEK LIMITS OF ENLAROEr�) 5 1 7E PLAN APPROXIMATE LOCATION OF (FAOE 5f= - 102 NEIGHBORING WELL L (PER OWNER) JUI`�' 2 2 K_'0; DWELLING Pq/ PUBLIC HATER Southold lown DWELLING w/ ronn'In' ­7 PUBLIC HATER __ - DWELLING H/ r YAL PRIVATE WELL OtIO 25 517E PLAN eIRLINI VALE SCALE: 1" = 60'-0" 1 SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION < REPRESENTED ON THI5 51TE PLAN 15 TO THE O ARCHITECT'S BEST OF KNOWLEDEE. ui 2. SURVEY INFORMATION WAS OBTAINED J Ca FROM A SURVEY DATED AUGUST 10, 201a, ' fy) MOST RECENTLY REVISED APRIL 15, 202(o Q a--+ (V AND PREPARED BY: Lo 0) FOX LAND 5URVEYINS % / O DAVID H. FOX, L.5. P.G. ' _ _0O N.Y.5.L.5. #50254 / Lm 15 64 SUNSET AVENUE Z r- WE5THAMPTON BEACH, NY I1a75 SPACE ' / / CL u') Y _ TELEPHONE: (651) 28 FOR T 8-022 O x N O w � l � � \ E.P. ' 00 O O 4- CO SEPTIC PLAN NOTES 1� - _ _ _ .c p m 5 4-1 ul N CO O PROPOSED GLEAN-OUT (G.OJ +�: � ' J O d- G.O. MUST BE INSTALLED WITHIN 5' OF BLD0. FOUND. Z' ` Q .- 0 c - SANITARY LINE UP TO G.O. SHALL BE CAST IRON G OPROPOSED I/A OWTS: 4 2 PROP. HYDRO-ACTION AN400 I/A OWTS w/: PROP. - VENT TO ROOF AS REG.V L.P. - -15' MIN. SEPARATION FROM WETLANDS MAINTAINED ' / W PROP. OPROP. BURIED ELECTRICAL LINE TO PLC CONTROL L P PANEL E COMPRESSOR,HOUSED UPON TREATMENT UNIT. OPROPOSED DISTRIBUTION BOX: 5' MIN• 20"m POLYLOK DISTRIBUTION BOX (.SAMPLING POINT) Wv / \ - 2' MIN. SEPARATION FROM L.P. MAINTAINED 'I! �, - , / - 5' MIN. SEPARATION FROM I/A 0WT5 MAINTAINED - '75' MIN. SEPARATION FROM WETLANDS MAINTAINED 1 \ O /DRAIN w/ �0 U PROPOSED LEAGHINS POOLS: _ _ _ 10' MIN. O ---tab o�/ O (2) 95Vx6' DEEP LEAGHINS POOLS ("L.P.") w/: _ - _ \ EXIST. - ADEQUATE SPACE FOR(1) 8'0x6' DEEP EXPANSION POOLS ("E.P.") PROVIDED 5, Nt�N• 3a-� O 2 J i -�--� W - & MIN. SEPARATION FROM OTHER E.P./L.P. MAINTAINIED i - 100'IMIN. SEPARAN. TION MAINTAINEDN FROM I/A ONTS ON FROM HE.TLAND5 MAI TAINEGq EXIST. OEX15TINS DRYWELLS LEADERS (5TORMWATER): HIS ` ��'�' EXI5TIN5 BTORMWATER DRAINS TO TRADE. FENCE ` 15�, W� � U ADDITIONALLY,VERIFY: - MINIMUM DR)WELL SIZE OF 5'4)x2' DEEP;CONTACT D g EXIST. ARCHITECT IF FOUND TO BE SMALLER - EXISTING BUILDING LEADERS E1JRIF-D d CONNECTED TO ` - - - - ( 0 DRYWELLS;PROVIDE NEW BURIED LEADERS OTHERHISE - LEADERS MAINTAINS V MIN. HORIZONTAL SEPARATION \ EXIST. / 0 Q a FROM ALL SANITARY LINES d STRUCTURES - _ _ X �X�S Mp > �'Wj 5-7_0• O _ n 1 _ '0 VJ EXIST. R.{ y�0 K;OUS, p { DWELLING w/ WOOD / T `'g-�0 A' Wp� N-Tp 2 / "G rn O O PUBLIC WATER WALL / �X1"'PR�P�Dopp x �DWE�L1N0 ' XI5T. ' 1 IN'W 0 / 0 , \ / / EXIST. i MIN. i EXIST. UTILITY POLE - O N / I EXIST\x -` - - - - - - - - - •o - � O 6 EX15T.0� \ EXIST. ELECTRIC — \ \ METER 1 _ _ p I \\ �1 - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - � —_�= - - - -EXIST. BURIED ELECTRIC WIRES - - - - - - _ - _ - - - - - -- - - ._ - S _ - - - - - - - - - - - - - - - - BOLL / II RNO�S`pR - - - - - - - - - - - / I _ N / EXIST. STONE DRIVEWAY I - _ _ E- i w d 1 I 0 •p --_ ----- --- -- ---------- PROP. BURIED WATER SUPPLY LINE ----------- -- I 1 0 / - - - - - - - - - - - - - - - - - .-- o PROJECT: T\ 2705 I.N.L. 1 ' - - - - - - - - - - SEPTIC m LANDWARD LIMIT OF TIDAL WETLAND 2705 INDIAN NECK LANES ,r ' PECONIC, NY 11958 AS DELINEATED BY HP BOWMAN, PHD OF LAND USE ON MARCH 13, 2026 / - _ _ DRAWING TITLE: ENLARGED SITE PLAN _ \ 1 FLOOD ZONE X (SHADED) _ _ _ - - FLooD zoNE AE (EL.=6.o) �� — �- SEPTIC PLAN NOTES — _ STORMWATER INFORMATION SUFFOL< COUNTY HEAL-TH DEFAR MENT AFFROVAL — _ - - - - --_.1_ H.S. REFERENC�,E NO.: -'------- �>;' , - PAGE: O 5 10 20 30 40 50 SP-102m00 ENLAROED 51 TE PLAN ORAPHIG SC ALF- DATE: 05/11/26 2 OF 3 DRAINAGE SYSTEM INSTALLATION NOTES:_ • A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS B WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEAGHINS FIELDS, SEWER COMPONENTS, OTHER t -= - DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS DRAINAGE SYSTEM CALCULATIONS: " = • A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYW TOTAL IMPERVIOUS ROOF GOVERASE 1,664 S.1=.ELLS $ I 64 S.F. x 2" RAINFALL EVENT = 2 .33C.F. TCORASE REQ.'D PROPERTY LINES b 77 G. �r JUf•r 2 2 -� L • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND (1) V(P DRY),,4ELL PROVIDES 42.2 G.F. PER FT. OF' DEPTH BURIED PROPANE FUEL TANKS. - t• (4) EXISTING DRAINS w/ DRYWELLS SURROUND DWJELLINS • A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE BOTTOM OF DRYWELLS 4 THE HISHEST EXPECTED GROUNDWATER (4) V0 (MIN) x 2' DEEP (MIN.) = 337.6 G.F. MIN. STORAGE PROVIDED ELEVATION. V.I.F. MINIMUM DRYWELL DIMENSIONS ARE GORREGT; • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL• SEE AL50 CONSTRUCTION DRAWIN65 DETAIL CONTACT ARCHITECT IF FOUND OTHERWISE. SNOLE LNE a Q in W M N ;F_LEGTR (GAL ZEROS TTINS Lu co ON OFF DETECTION a :PANEL AT DELLINO INDICATOR INDICATOR GIRGUIT _ 0 o -a O MAIN BREAKER z � O C N 0 CL Lo x cv o +� 0 o m 4-J ND I CATOR c o o � `�' GIRGUIT ROM RAM LOC.,,< U OUTPUT �— GIRGUIT D -E-' -0 TIME U ' — AC, (DC) INFUT POWER SUPPLY ONE-CHIP 1"I GR®COMPUTER RANGE/UNIT :3 GIRGUIT SELECTORS :~ + U � DED I GATED, 30 AMP • — S I NC LE-PHASE GIRGUIT BREAKER ELECTRICAL SERVICE .40 TO HYDRO-ACTION PLC., CONTROL PANEL H`I'DRO-ACT 1 ON S 1 NC LE LINE D I AC RAM SCALE: NTS \ 57.0 m u2A pu 4 1pl q i 336. 15.60 I Itil �I, I I I � �III CUT AWAY VIEW ,. III p \ 390. yh' a II' 77, ,./ t II , 525 �. 1314 SHOULD SITE CONDITIONS PREVENT LEAGHIN6 POOL TOP BOTTOM VIE,n': POLACK 201 D-BOX TOPVIEW .}- '349. PART N0.3017-20 +-- p MWEBOX Pans eEx RENOVATED SLAB5 OR COVERS FROM BEING LOCATED WITHIN THE MATERIAL-POLYPROPYLENE eo%I�.CEP,a. - (4) BEDROOM SPECIFIED DISTANCES FROM GRADE, "DUMMY" RIN65 SHALL PIA na3� BE UTILIZED TO BRING LEACHING POOLS INTO CONFORMANCE. COLOR-BLACK :�cnTcwfR vARr w.-3WBL „Sw lBaf"9LEs CAPACITY•1$GALLONS nwcovfR P,wrnowiicio _,-- ixrxuofn, DWELLING uR,cre. Lr?�,s PLO CONTROL Y i,1LL R5EP PMTNO 3Wf ' , :•r�:R3fR P�rn��R„ POLYLOK 20" X _ - ryuusT.aan F.F. EL.=18.�1' PROVI COMPRESSOR SECURITY GRATE (BAFFLE - DE SECONDARY SAFETY REQ'D IF INLET PITCH PRE-CAST GONG. 2.00 7 COVERS BENEATH I'-O" MIN. EXCEEDS ° PER FOOT) COVER BELOW GRADE 2-O' MAX. ' YI t /Vr��h 1610 �50aan� i0/CCfP! , , c TocL. Perna au I ` . PRIMARY COVER B RIOOL. PRTNO 0, a .til 2-6 MAX. .,. - 4 HOUSE I-O MIN. (TYP.;ALL RISERS) MAIN DRAIN �`�,,' -✓, �-- � 139, e6aRo33�6 `�. I �4,;�, � GRADE EL. ® HOUSE AV6. GRADE EL. ® 2 6 MAX. 353an oL,ocL I ^v .I CONNECTION=14.2 E LEAGHIN6 57UGTURE5=16.0 5% MAXIMUM SLOPE AV6. GRADE EL. 3,a I .. 1 s 10, TREATMENT UNIT=15.0' H I e.on _x'1 yl n MAX. - _ - z RmNrrsloEVlEw MIN. 4"(P SDR 55 lu G.O. PVC, OR Ea. MIN. 4"(P 5DR 55 II FLO MIN PITCH �":I PVGPOR H II;1a. c) POLYL(X 20 DIST. BOX DETAIL _ _ _ _ _ _ _ _ _ _ _ _ _ MIN. INV. LIN I G -MIN. 4"� SDR 55 PVC OR Ea. FLOW LINE SCALE: NTS EL.=15.0 MIN PITCH INV. EL.=12.'1' E3 D INV. EL.=12.6' INV. EL.=12.4' INV. EL.=12.2' INV. EL.=12.1' _ BASEMENT PROVIDE CAST IRON O �i I m 2" MIN. DROP W STOPPER OR S6LATE OR OTHER STOPPER OR EL.-Q.4 PIPE EXTENDING 2'-0" � (PROVIDE END GAP - } H END PLUG ssuirneLE COVER END PLuc MIN. FROM BUILDING p PROVIDE 12" THK. (MIND TYPE LEYELIN6 LEAGHIN6 Q U W '. FOUNDATION BED OF SAND OR PEA DEVICES AT OUTLETS) POOL(5) u III &RAVEL BENEATH1 Q (� DISTRIBUTION BOXREPL CE EXIST. SOIL PROJECT: >: w cl� .K-3'-6" 5'-6" w/AS' GLEAN SAND SEWER PIPE Q COLLAR SURROUNDING O S I.N.L. Q > HYDRO-� 8' GTION AN400 L.P. WHEN EXIST. SAND -O" > — 45' ELBO3W5 30' ELBOW 245 NITRO&ENl REDUCTION SYSTEM d GRAVEL (SF/SW) r LAYER NOT PRESENT SEPTIC m� BILL IOF MATERIALS HIGHEST EXPECTED &ROUND WATER EL.=2.8' 45' ELBOW — 60' WYE ITEM P/N F DESCRIPTION QTY. —•� — —..�..— —.— �. .. .. ALTERNATE "A" ALTERNATE "B'• CLEANOUT DETAIL FOR AREA'S NOT SUBJECT TO VEHICULAR TRAFFIC HA-180055 AN4000,245 NITROGEN REDUCTION COMPLETE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 2705 INDIAN NECK LANE GROUND WATER EL. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 150052 TANK,,PRE/PUMP 400 OBSERVED ® TEST HOLE=1.5' PECONIC, NY 11958 150002 KIT,5bNG 2 TANK CONNECTING STANDARD 100110 A55EP:ME5LY, RE-CIRCULATION 245 COMPLETE DRAWING TITLE: AN400-P AN40J0 w/ PLATFORM COMPLETE �i WIRING DIAGRAM CLEAN--OUT DETAIL E EG5 O-L-80-PLG OPS,EE050-50-L-&O-PLG L SYSTEM DETAILS SCALE: NTS u SUPPOLK COUNTY HEAL-TH DEPARTMENT APPROVAL INNOVATIVE 8 ALTERNATIVE ONSITE-- WASTEWATER TREATMENT SYSTEM (1/6 OWT5) LEAGHIN6 POOLS (4) H.S. R P R NC NO. — I. I/A OWT5 SHALL HAVE A MINIMUM TREATMENT(CAPACITY OF 440 6P0 (4 BEDROOMS). I. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 51DIE WALL AREA PROPOSED HYDRO-ACTION AN400 PROVIDES 440 6PD TREATMENT CAPACITY. (2) 8'm x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 500 FT= SIDE-WALL AREA PAGE: 2. INSTALL ALL COMPONENTS AS PER MANU. SPPEVS. (1) 8VO x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION 3. A IN MIN. DISTANCE BETWEEN THE F UILDI RAND BUILDING WITH GELLAR/BASEMENT SHALL BE SP-103m00 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). MAINTAINED, OR 5 MIN. DISTANCE IF BUILDINCG IS UPON A SLAB. 4. A V MIN. DISTANCE BETWEEN THE I/A OWTS ANND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 1 4. A 5' MIN. DISTANCE BETWEEN THE H16HEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 POOLS SHALL BE MAINTAINED. HIGHEST EXPPEGTED GROUNDWATER: 5. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. DATE: 05/11/26 3 OF 3 AN ADDITION OF 1.5' HAS BEEN ADDED TO THE OBBSERVED TEST HOLE GROUND WATER ELEVATION TO 6. AN & MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWTS SHALL BE MAINTAINED. ESTIMATE THE HIGHEST EXPECTED GROUND WATEER ELEVATION. THIS ADJUSTMENT WAS DETERMINED USING MEASUREMENTS RECORDED AT A NEARBY U.5.6.55 MONITORIN6 WELL. THE VALUE OF THE ADJUSTMENT WAS DETERMINED BY CALGULATIN& THE DIFFERENCE EBETWEEN THE GROUND WATER DEPTHS CLOSEST TO THE DATE THE TEST HOLE WAS MEASURED, AND THE CVOTH PERCENTILE HIGHEST HISTORIC LEVEL RECORDED DURING ANY MONTH. SPECIFICALLY: - MONITORING WELL SITE NAME: 5 6555.2 r - MONITORING WELL SITE NUMBER: 4058500725531502 C� � �' `p -_ - &ROUND WATER LEVEL ON AUGUST II, 2019: 52.0"V BELOW GRADE I: - CIOTH PERCENTILE HIGHEST HISTORIC LEVEL DUIRIN6 ANY MONTH: 50.15' BELOW GRADE [L-4 JUr,I 2 2 2_ St,]u i jOId Town PROPOSED SEPT I G SYSTEM DETAIL ,�^R orTn,s+e^s SCALE: NTS pli N IL I 13 � ui i w J C6 (y) <e N C Lr) O D O — 0 L � r' O C CV Z O CL •cu L-0 2 X = CV O +- 1 00 m Z O C N C/ 5 Sco Ll7 Q O LL L O 2,1': JUN 2 2 2026 ' Co., I DWELLING ensrd o`Tru ees w/ PUBLIC WATER "I-J DWELLING w/ PRIVATE WELL �/ \ DWELLING w/ -¢- >150' FROM SUBJECT "' -� \ PUBLIC WATER PROPERTY LINES \ (o \ 1 TRANSPORTATION LOT 1 SGTM #1000-86-05-12.4 , / / \\ \ / \ NN • 1 W DWELLING w/ \ I '\ LL W 1 N PUBLIC WATER �\ Q EXIST. I ATION HELL I� I -- ------ ro DWELLING 1 I w/ PUBLIC WATER 1 l \ \ CONVERT EX 15T1 NC SEGONID FLOOR OF 11 , BARN INTO HA51 TABLE SPACE oO� �T DATA : 1 / / 4/ PROJECT /,ZONING DATA DWELLING w/ 1'1 / / PRIVATE FROM L 1 // 1 / PUBLIC WATER TAX MAP # 1000-86-OS-14.4 1, ZONING DISTRICT SUBJECT PROPERTY 1 / TEST HOLE R-80 LINES 1 -9 , w N % N LOT AREA 15.2 ACRES ,1 Z PROP. CofO - BARN #44415; 08/05/2025 0 f \ v 15 X --� BUFFER FEMA FLOOD ZONE N88°p7'50"W 166.'74' 2 i - � EXIST. I-STORY / / / ,,� / FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION §250-4: 1 p HD. FR. BARN ��' 1 O w/ PROP. ___._.-------.-_.-.-.-.-.-. - / EXISTING EXISTING W CONDITIONED GROSS �- 1 TO 4-BEDROIOM / - - - _ - - - EL,=6�' i. AREA AREA o 11 n 1 DWELLING BASEMENT AREA O S.F. 1,500 S.F. 1 - _ PROJECT: 1' 1 / / = - N FIRST FLOOR AREA 140& S.F. I 45 S.F. 1 � DWELLING w/ ��� � ' / X (5H�`D`' _ _-- _ _ _ i _ � c4 1 PUBLIC WATER ZONE r EL.=4.0' _✓ 27051.N.L. DWELLING w/ 11 1 Fl-O - _ - _ AREA TOTALS 1,408 S.F. 5,043 S.F. PUBLIC WATER d 1 \� , \ , , - r-- L.-2.0' °� DWELLING LOT COVERAGE Sa4°4115 ,1 11,1 O ,;'a•, �F�_=12.0� �_10.� ,j// / � - - � - - � \ l � S3� ' 50UTHOLD TOWN CODE §280-4 1 11 o� - �� J �°c°o\ ° LOT 2705 INDIAN NECK LANE 1 25.5 r LANDWARD LIMIT OF TIDAL ° (o DE50RIFTION (FOOTPRINT) AREA ' ,� %'- - O' I WETLANDS AS DELINEATED BY' S84 5314 W, COVERAGE PECONIC NY 11958 -_ 1 1588°41'00"Er 1�3.30' ;2 /� oI A W 1 \ r _ -� \ 1 --------- -------------------------(--------------------==_=--------------------' � P B MAN P OF LAD S 45.2 _ - W OW HD N 'fq A,_____________-_-- - - - ✓. � � USE ON MARCH I5, 2026 55 q� \ TOTAL LOT AREA 575 77q S.F. 1 EXIST. STONE DRIVEWAY DWELLING w/ S�l % q"W 565°14'18"W \'\ PUBLIC WATER TOTAL BUILDABLE AREA (LOT 526,54e, S.F. DRAWING TITLE: �N I � � -�' 1 °4'I 48„W g1��q2' 48.50' \ AREA - 4'�,231 SF OF WETLANDS) PROJECT LOCATION &SCOPE EXISTING BARN 1,550 S.F. 0.5% ° � I _ � ���°0�.2�"w SITE PLAN & ZONING DATA N84 2q - _ - 1 22 30 W � �� ST NG OOD PORCH 75 S.F. 0.03b N08 VACANT 1 5b1°51'S0 W PROP. 45.8� S81°54'30 VACANT l � 82.41 N"78°4"I'48"W R I G H M O N D G; R E E K TOTAL AREA OF ALL STRUCTURES 1,605 S.F. 0.590/ 1 15, ) LOT '1 111 BUFFER LOT - - - I,, (82.05 DEED 28.62' SITE LAYOUT NOTES: ZONING REGULATIONS MAIN BUILDING PAGE: I. TH15 15 AN ARCHITECT'S 51TE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED SOUTHOLD TOWN GODS §280-14 APPROXIMATE 1 - - -- ---_- - -"- I SURVEYOR. THE INFORMATION LOCATION OF 1 1 -- — - - G-00loOO -- - 'I REPRESENTED ON THIS SITE PLAN IS TO THE NEIGHBORING WELL 1 1 (PER GWNER)1 I ARCHITECT'S BEST OF KNOWLEDGE. EXIST. COMPLIES 2. 5URVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED AUCU5T 10, 2019, MIN. FRONT YARD 50.0' 551.5' YES DATE: 06 18 26 51 TE FLAN MOST RECENTLY REVISED APRIL 15, 2026 � � 1 OF 4 SCALE: I" = 60'-O" AND PREPARED BY: MIN. SIDE YARD 20.0' 25.2' YES FOX LAND SURVEYING MIN. COMBINED 40.0' 827.4' YES DAVID H. FOX, L.5. P.G. 51ME YARDS N.Y.5.L.5. #50254 64 SUNSET AVENUE MIN. REAR YARD 60.0' 78.2' YES WESTHAMPTON BEACH, NY Ilq"i8 TELEPHONE: - MAXIMUM HEIGHT 25.4' 25.4' YES 5OUTHOLD TOWN CODE 280-207 (A)(1) , LOT 51ZE / AREA IN 56 W 5,102.0 ALLOWABLE TOTAL EXCESS OF 500,000 565,102.0 S.F. S.F. GFA GFA ALLOWABLE 5.1'. / PLUS 1% OF ANY ADDITIONAL LOT 10,100.0 S.F. 565.1 S.F. 10,465.1 S.F. 5,045 S.F. AREA OE `FERAL I I " 1E30L E I : EXISTING TO BE DEMOLISHED EW PARTIAL d G T WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G, NEW FOUNDATION WALL W J CD STL. WHEN APPLICABLE) � � {a � �(` � cy) ^ ® MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED POST FOR 4" WALLS I` Qa Lo 1H WOOD FRAME (L.G. 5TL. (MIN. (2) 2"x(o" 5TRUGTURAL WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. -_-_--_-_ _ ___ -_-�----_-_-_-_ -_T_- - -_-_-_-_-_ J U�� 2 2 2� F o � TED (LRGA STL.. r O N z O WOOD FRAME WHEN APPLICABLE) PxiNEW PLUMBING WALL SorC, ol of Tm7le d .� In O 2 X CV 0 O O 4-+ O m NLo O CD Q d O I I I I I I I I I I n W1 I I I I I U •- REMOVE PORTION OF REMOVE PORTION OF REMOVE WINDOW EXTERIOR WALL EXTERIOR WALL II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I II REMOVE WINDOW M I III III I w II — -I II III III • III II EXIST. UNFINISHED/UNCONDITIONED V BARN 1,405 S.F. Q •``—nn (V JJ I I W I I I I I i I I I I I I I I FROFOSF-17 1'.)EMOL I T I ON PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN NOTES (D WATER HEATER NEW RHEEM PRO TERRA 50 GAL. SMART HI&H EFFICIENCY HYBRID ELECTRIC HEAT PUMP WATER HEATER W/LEAK DETECTION b AUTO SHUTOFF (OR APPROVED EQUAL). 5KU: XE50TIOH545UI I. INSTALL PER MANU. SPEG.'S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Z NEW I-HR FIRE RESISTANT CEILING GON5TRU0TIO)N O2 • PROVIDE (2) LAYERS OF5/5" "DEN5GLA55" FIRE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RATED 5HEATHING BY 6EOR&A PACIFIC" (OR EQUAL) I U • JOIN PANELS AS PER MANU. 5PEC5 (A5TM E 13(6) [RA • PROTVIDE SHEATHING AROUND DROPPED BEAMS $ • PROVERS AS REO'D IDE FIRE RATED SEALANT ® ALL SEAMS BY 1"5M" (OR EQUAL) • FASTEN AS PER MANU SPEC.'S 0 • INSTALL ALL AS PER MANU SPE0.15 PROJECT. I I 2705 I.N.L. XE IST• i DWELLING UNFINISHED BASEMENT 0 1,3-70 S.F. 2705 INDIAN NECK LANE 0 o XI F 2 PECONIC, NY 11958 0 o w — m DRAWING TITLE: I w I PROPOSED DEMOLITION PLANS PROPOSED FOUNDATION PLANS PAGE: o A-101. 00 18 DATE: 06 26 I I I / / 2 OF 4 - - - - - - - - - - J - - - - - - - - - - - - - - 50'-0" H FROPOSED FOUNDATION PLAN 1,500 S.F. O ROSS FLOOR AREA BOALE: 1/4" = P-O° �� �0 ALL NEW WINDOW5 SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'S. SEE PAGE "6-003" FOR NAILING t 5TRAPPIN6 DETAILS. SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER NEW PARTIAL HEIGHT FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. STL. CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS < _� .. _ _. Q EXISTING TO REMAIN HHEN APFLIGABLE) WINDOW CHART - k O NEW FOUNDATION WALL Lu W NEW WOOD FRAME (L.O. F-ORE55 CLEARCD STL. WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT V. JUId 2 2 2026 J c) MIN. (2) 2"x4" STRUCTURAL TAG COUNT TYPE MODEL # PER UNIT PER UNIT WIDTH READ: 20 TEMP. PER UNIT PER UNIT Q ;+_' N NEW I-HR FIRE RATEDV\j P05T FOR 4" WALL5 HEIGHT REO'D: 24" I.f) MIN. (2) 2"xb" STRUCTURAL (S.F.) (S.F.) O WOOD FRAME (L.G. STL. ( WIDTH HEIGHT WIDTH HEIGHT OPEN READ: 5.7 S.F. $nrdof'disIce b7 6o��c ofTr�.ls'res WHEN APPLICABLE) P05T FOR (0 WALLS), U.O.N. „ „ „ 10.45 5.61 O A 4 DOUBLE-HUNG TW210410 3-O� 5-Oj 2-I Ij 5-Og 5.'12 S.F. O NEW 2-HR FIRE RATED S.F. S.F. � C9 WOOD FRAME (L.6. STL. �� NEW PLUMBING WALL AT 2 DOUBLE-HUNG TN210410 3'-O�" 5'-O 2'-I I 5'-Og" 5.12 S.F. Q 1 S.F. S.F. L z O S.F. S.F. O O N I WHEN APPLICABLE) CL CD L) x N DOOR SCHEDULE O O O 4- FLOOR PLAN NOTES O m 4, � DOOR MATERIAL c\jO O f6 NEW LAUNDRY CLOSET: DOOR NOTE: FIRE RATING Q .- O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O TAG DESCRIPTION MANUFACTURER p Q N 45 MIN. RATED NOTES I. NEW WASH / DRY HOOK UP ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s WIDTH HEIGHT �- Q SELF-CLOSING 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT --Iw/ SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REGIS PER MANU. ^ ` 3.NOTE DOES NOT INDICATE EACH NEW DOOR ( ' J PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. FIRST FLOOR ���+++/// 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: F HALLS, U.O.N. 1. DUCT SHALL TERMINATE TO EXTERIOR :: 1_ :i 5. INSTALL PER MANU SPEC.'S 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 101 SINGLE SWING THERMATRU 3-O b 8 Q 6.PROVIDE ((2) 2 xl0" HDR.,U.O.N. OPENINGS I. SEE PAGE C-003 FOR ALL OTHER FRAMING 5.DUCT SIZE AS PER MANU. �E ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 102- _E DOUBLE SWING JELD-WEN 6'-O" 6'-5" • 4rJ1 OSMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN v - 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANTGONSTRUGTION. FLEXIBLE TRANSITION DUCTS USED TO 103 SINGLE SWING JELD-WEN 2'-6" 6'-8" • u SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CONNECT THE DRYER T I THE EXHAUST DUCT SYSTEM ( � SHALL BE LIMITED TO SINGLE LENGTHS NOT TO W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXCEED 5 FEET AND SHALL BE L15TED AND LABELED 104 DOUBLE SWING JELD-WEN 5'-O" b'-8" • M 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES IN AGGORDANGE WITH UL 2I55A. �� w SHALL NOT BE REQUIRED WHERE EXI5TIN& ALAIRMS ARE NOT INTERCONNECTED, AS PER NYS R310.4. 6.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RI61D 105 SINGLE SWING JELD-WEN 2'-4" b'-8" • • 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 1 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST -IF- PER GENERAL ELECTRICAL. NOTES ON PACE 5-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 106 SINGLE SWING JELD-WEN �F 2'-6" 6'-5" 4.5MOKE /GO DETECTORS TO MAINTAIN V MIN. SCREWS HORIZONTAL SEPARATION FROM 5UPPLY/RETUR.N DUCTS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER U d OPENINC75 TO BATHROOMS w/SHOWER OR TUG. LOCATION TO THE WALL OR ROOF TERMINATION. THE 10'7 DOUBLE 5WIN6 JELD-WEN 5. INSTALL ALL AS PER MANU. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 7 6.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO* „ IN COMPLIANCE WITH LOCAL GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 1087F DOUBLE 5WIN6 JELD-WEN 5-O b-8 • • WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. r n O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 IOci77 F SINGLE 5WIN6 JELD-WEN 2'-6" b'-8" SERIES CASEMENT, DOUBLE:-HUNG, OR GLIDING ((AS NEW ATTIC AGGE55 - PULL DOWN LADDER: NOTED). INSTALL AS PER MANU. SPEC.'S. O Q PROPOSED; I. MIN. # CAPACITY 110 SINGLE SWING JELD-WEN 2.NOTE DOES NOT INDICATE EACH NEW WINDOW SEE DESIGNATIONS S WINDOW SCHEDULE. 2.PROVIDE UNIT BY FAKRO MODEL#665g4 LWT INSULATED SEE NOTE #q IN "GLASS HIINDOW5 ATTIC LADDER;OR APPROVED EQUAL 3. FOR SUBSTITUTIONS, 2.1. ROUGH OPENING 25" X 54" FIII SINGLE 5WIN6 JELD-WEN 2-6 6-8 • AND DOORS" ON PAGE 6-002' 2.2. CEILING HEIGHT MIN. '7'-5";MAX. 10'-I" 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT AtRM HINGE. 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH F112 DOUBLE 5WIN6 FJELD-WEN 5-oil 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 4.DBL. FRAMING WHEN NEW OPENING �E 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5. WEATHERSTRIP AGGE55 OPENING $ PROVIDE R-4q SWINGING, SLIDIN6, $ BIFOLD DOOR5 INSULATION ABOVE w/ ND. FR. (OR EO) BAFFLE OR 6.2. WITHIN IS" OF F.F. RETAINER TO PREVENT INSULATION FROM ENTERING 6.3. WITHIN 24 OF A DOOR DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A L�ANDIN6 (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE 6.5. WITHIN TUB/SHOWER ENCLOSURES THERMAL ENVELOPE OF BUILDING). 6.6. SEE ALSO &ENERA. NOTES ON PAGE 6-002 6.INSTALL AS PER MANU. 5PEC.'s -T. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO" HEADER U.O.N. NEW PLUMBING FIXTURES: 3 5.WINDOW FALL PROTECTION[ SHALL BE PROVIDEID PER O8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. NATURAL LIGHT VENTILATION NY5 R321.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS SEE ALSO PLUMBING GENERAL NOTES ON PAGE C-002. (HABITABLE SPACE) LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN '72" ABOVE &RAVE OR THE ADJACENT SURFACE AT THE O NEW FLOOR FINISH: 20'-0" 10'-O" 6'-5" IV-4" FLOOR AREA 160 S.F. BUILDING EXTERIOR. q I. NEW FINISHED FLOOR TO BE "MALIBU" WIDE PLANK FRENCH OAK J" THICK X 5" WIVE WIRE BRUSHED SOLID D S.F. REG. S.F. PRO\/. HARDWOOD FLOORING UPON EXIST. SUBFLOOR EGRESS NOTE: � LIGHTING;MIN. 5% IN COMPLIANCE WITH NEW YO'RK STATE BUILDING NEW TILE FLOOR FINISH: z EXIST q RI 0 1AJ. 5" (t) OF FLOOR AREA 12.5 S.F. 20.q S.F. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: 10 I. NEW TILE FIN15H (H.O. TO SELECT) UPON AT 13 DOH (5 Tr ® IN. 10" 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON C 3 AT VENTILATION;MIN. 6.4 S.F. 11.4 S.F. NET CLEAR OPENINe........... 5.77 S.F. 3.NEW 4" DUROGK CEMENT50ARD (OR EQUAL) UPON 12'-5" 13'-q" 3'-O" 4% OF FLOOR AREA NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 11 A/C CONDENSER AND GEILIN6 CASSETES: 1. PROVIDE (1) NEW 5-TON 60,000 BTU b-ZONE 22 5EER2 OINVERTER R-4545 XMI SERIES HEAT PUMP CONDENSER 4. TYPICAL BATHROOM NOTE: NATURAL LIGHT VENTILATION I. WALL BOARD SYSTEM BY "BLUERID6E" OR APPROVED EQUAL. 4'-4" I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH (HABITABLE SPACE) ALL BATHROOMS ZONE (SEE THERMOSTAT FOR ZONE DE516ATIOW. I- PROP. - 1.2. INSTALL CONCRETE BOARD IN ALL 5HONER5 AND 3.INSTALL AS PER MANUFACTURER SPECS. FLOOR AREA Ib8 S.F. PROP. - NDY. _ 1 PROPOSED iV 4.INSTALL UPON LEVEL GROUND k PROVIDE GROUND PROPOSED GL. in O in BEDROOM TUB SURROUNDS , i '/ v SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING q BEDROOM II 1 15 S.F. m I 25 S.F. ID S.F. 2. SHOWER FLOORS S.F. REQ. S.F. PROV. 165 S.F. t- 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF CONDENSER. OO ) - 1 ROF. 112 H 2.2. CONCRETE MUD-5ET (SLOPE I/5" PER FOOT LI,SHTIN6;MIN. 5% - 5. ALWAYS LOCATE CONDENSER 10 MIN. FROM ANY 6A5 13.4 S.F. 20.q S.F. - - Z TOWARDS DRAIN) UPON OF FLOOR AREA �p 104 � C1-• � � � w APPLIANCE, AND AT LEAST V FROM WINDON5/DOOR5 A ! (V 1p2 15 S.F. ! 2 2.5. WATER PROOF MEMBRANE TO COVER SHOWER = - A WHENEVER POSSIBLE. VENTILATION;MIN. � � I - 2 FLOOR, WRAP DRAIN E ATLEAST 15" UP 1IgALL5 6.SEE PLANS FOR LOCATION OF FLUSH MOUNT GEILIN6 4% OF FLOOR AREA 6.17 S.F. 11.4 S.F. 0 5. EXTERIOR 5HOWER HALLS 3 V 5.1. EXTERIOR WALL NICHES TO HAVE MINIMUM 2" CASSETTES; INSTALLATION MAY RESULT IN REMOVAL 3 _ SPRAY FOAM OF GEILIN6 MATERIAL AND REFRAMIN6 • ';� II 4, BATHROOM HALLS 5M/GO 1 tx 4.1. PROVIDE TILE FINISH AT SHOWER BATHROOM 1 O � WALL5 EXIST. WINDOW SAFETY GLAZING: 12 EXIST. HINDON5 BY NEW DOOR SWINGS ARE REQUIRED TO HAVE SAFETY 5LAZIN& FILM ADDED;CAN BE OMITTED IF m , :t SM/GO W NEN EXHAUST FAN 5 VENTILATION IS NOTHALL BE INSTALLED HHERE MET BY MEANS OF NATURAL103 p WINDOW 15 TEMPERED PROPOSED m a O BATHROOM O � _ CIRCULATION THROUGH WINDOWS OR DOORS TO NEw MECHANICAL UNIT DIRECT VENT: I IIY OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION O 62 5.F. 3'-O"-- -3'-O"-�Y III 13 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 403.3.2.3; INSTALL A5 PER MANU. SPECS 5PEC,25 IN FULL CONFORMANCE w/VENTING 4 5 ID I`-'2-6 -�I`11 'I I I" 2'-6" f 4 8 10 PROPOSED PROJECT: PROPOSED CLEARANCES REQUIRED PER NYS MG 504. HIGH EFFICIENCY LAMPS: g 105 II I10 BATHROOM SEE ALSO NOTE ® FLOOR PLANS. - _ KITCHEN/LIVIN5/DININ6 _ - 5 ALL PERMANENTLY INSTALLED LICHTIN6 FIXTURES SHALL 0 A�TIG 62 S.F. 4,° S.F. 1 _ 2705 I.N.L. CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2025 NYS EGG Q �i I Q C PULL �, Q R404.1 in 5 O TO �n DOWN I m L�DDF�1 � � m G.J. 2'-6" DWELLING SOUND BARRIER WITHIN INTERIOR WALLS 8 FLOORS: 0 '7 •�--2'-b"-'f O FILL INTERIOR HALLS b FLOORS WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLA55 (5TC) FOR AIR-BORNE NOISE OF 2 • NOT LE55 5O A5 MEASURED IN ACCORDANCE WITH A5TM E q0. lob _ SM/CO lOq 2705 INDIAN NECK LANE 2 in IY ILL m • 2 a PECONIC, NY 11958 I I SM/GO N v N v q I SM/GO x0 � 0 NATURAL LIGHT 4 VENTILATION A II A DRAWING TITLE: (HABITABLE SPACE) - PROPOSED FIRST FLOOR PLAN 3 L 10"1 PROP. = X. N 3 FLOOR AREA I'10 S.F. GL. � w = 15 S.F. L PROPOSED S.F. REG. S.F. PROV. BEDROOM I I -0 1 PROPOSED LIGHTING;MIN. 5% ?i I?O 5.F. i- ,� BEDROOM S.F. ry OF FLOOR AREA 13.6 S.F. 20.11 S.F. /,-( }� r VENTILATION; MIN. 6.5 S.F. II.4 S.F. PAGE: 4% OF FLOOR AREA 13-10 2 O IS b 2 O 13-10 ®2 ■ ®® 50'-O" HOT WATER PIPING INSULATION: I12 x X 12 x MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE II INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE A.G. • FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 $ R403.5: NEW ARTIFICIAL LIGHT SHALL $E INSTALLED WHERE NATURAL LIGHT IS NOT MET BY MEANS NATURAL LIGHT � VENTILATION DATE: 06/18/26 3 OF 4 I. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 NATURAL LIGHT $ VENTILATION OF NATURAL LIGHTING THROUGH WINDOWS OR FLUIDS >105°F OR <55°F (R403.4) (HABITABLE BPACE) DOORS AS PER NYS PROPERTY (HABITABLE SPACE) 2. PIPING " AND LARGER IN NOMINAL DIAMETER MAINTENANCE CODE SECTION 402.5, INSTALL AS PER MANU. SPECS 3. PIPING SERVING MORE THAN (1) DWELLING UNIT FLOOR AREA 4'10 S.F. FLOOR AREA I70 S.F. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE T w 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD S.F. REG. S.F. PROV. ARTIFICIAL LIGHT S.F. REG. S.F. PROV. - O 6. PIPING LOCATED UNDER A FLOOR SLAB HABITABLE AREA: 4'10 50. FT. - '7. BURIED PIPING "'LI&HTING;MIN. 5% REQUIRED LIGHT: 6 FOOT CANDLES /50. FT. LIGHTING;MIN. 5% 5. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS OF FLOOR AREA 5'7.6, 5.F. 22A S.F. (1) 6W LED BULB = 450 LUMENS OF FLOOR AREA 15.6 S.F. 20.q S.F. OTHER THAN DEMAND RECIRCULATION SYSTEMS. VENTILATION;MIN. 6 FT. CANDLES X 410 50. FT. = 2520 LUMENS VENTILATION;MIN. 6.5 S.F. 11.4 S.F. 4% OF FLOOR AREA 15.5, S.F. 25."I S.F. 2,520 LUMENS /450 LUMENS = 6.2 4% OF FLOOR AREA MINIMUM (6.2) bW LED LIGHTS REQUIRED MINIMUM (T) bW LOW VOLTAGE LIGHT FIXTURES REQUIRED f f FROPOSEr�) FIRST FLOOR FLAN 11408 S.F. GONDITIONEID FLOOR AREA; 1,545 S.F. OROSS FLOOR AREA SCALE: 114" = 1'-0" ELEVATION NOTE5 O HATCHED AREAS INDICATE NEN WORK (TYP.) €�; Ez If F i' a 2 20�6 TYPICAL SIDING: t W 2 I. SEE NOTE AT SUILDIN6 SECTION FOR MINIMUM J U I i 2 2 W c>3 CONSTRUCTION STANDARDS —j 2. RURAL RED VERTICAL PLYWOOD LAP SIDIN5 TO MATCH M a--+ EXISTING SOL�hold town NEW Alf, CONDENSER ON GONG. PAD OR OTHER L Poare,o`Trv!ees p 3O APPROVED GROUND SURFACE (5EE FLOOR O PLAN NOTES) 0 NEW DRYER VENT: 4 SEE NOTE ® PLAN;MIN. 5' 5EPARATION FROM p (v 4 L } C9 O OPENINGS r•- C Z d Ca � Y �" 2 X N p O O 4-J m O Z' c N O co � 4 a .O— a20 rij n , W 2ow I 2 �X 2 I * lol 11 o r V 0 V � V AT -H 4 AT * 4 Oq O 1 1 U • — F.F. U F171 ❑ ❑ ❑ S s— 0) EI O D O Q . _ FE ❑❑ ❑❑ 0 o0o,"I am X cl XIST < I a0 ❑ a NORTH ELEVATION (LEFT S C)E) NEST ELEVATION (FRONT) SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" z W n 2 O C) Lil H Q 0 PROJECT: 2705 I.N.L. DWELLING 2705 INDIAN NECK LANE w +1 I 2 PECONIC, NY 11958 x DRAWING TITLE: F.F. PROPOSED EXTERIOR ELEVATIONS O I 0 0 El 0 FF77 0 3 00 � 0 FE: 0IF77a PAGE: O � D � a A-201m00 � 000 DE] FE D XIST E FE71 FF DATE: 06/18/26 4 OF 4 SOUTH ELEVATION (R I O HT SIDE) EA5T ELEVATION (REAR) 5GALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-oil #2 c/1 ............... '0,0 \ \ now or formerly Sandra P. Rave & z°E \ Mary P. Tloczkowski (Dwelling W/Public Water) W E PSPNPI-t° < �oC'�` J P°,n- -------- _''--' ,, 2p E 10�02' f000r `r ` at 6X6ey9 N �/ 0` ORNN N _�i I " w �, now or formerly o, e,M \ N HOC Q & \ ; N Gerald Weir o< r��r o= & Linda Weir �\ Nr \A ? r r° `� /Public W � Q ` �\ (Dwelling W 3°Sep ° Water) IR RIGPt,ON 1 / 1 I I __ 1 DNS" r \ I ORgS ' i ! 7-1 / 0 / 7 0. "" John q Fanelli or formerly & Joanne 1 M. Fanelli (Dwelling W/Public Water) 1 f111 I i 1 � 1\I\ 1 F°JN0 ` , IR I � / I I � ^ I f z W 0 O I ,gyp � (P I j CI- -IF N j 11 Q f E O ' / FEN FEN WIRE FENCE D,•w N88'0T 30"W / _� .�� ►_ 166.74' 0 N 0 0. r FEN --------------- / �.. / 91\NG ---'-- `�/ z / ------------------------ - I -- -------------- now or formerly ,-- '" 'j,_-- - - - ------------------ - - - - ,��' i Deborah M. Pontino FEN -,-'�---'" -,-'' -'' __ ------------------------ -' ____,._ __--_, -' ,-'�' (Dwelling W ublic Water) ,.'/ - _ - N / DRA\N / --' - _ "l__ _ AL WETLANDS --�, _ °RAMP -- _ -' --- ------- ------ .�.-L --LANDWARD LIMIT or PHD OF `�\ S 48.37' -14ZcJ�_ STONE ` _ _ .--- --A'''"' _ _ ��'_--'- DELINEA ED N /13 26. 8 AS USE 0 3 / 1 _ � E 6PRN ------- ' ,.' �' --�- �.�- ._._. _-- LAND A LIL `0 � £D P/N --------- �C`f` [iY"� {("� •.� �' `'r � -- PIPE "O- -'FEN /�ELEG\ ° '' \\`� I ��// _— FDDND S88'41' a'N R D w- _ W g$4.53'14"W \ s 00 8— 1 173.30' FEN z a'w METE , $A - /' 2.,•N I ' - -'' ''� i, ,- `. /,_-��_ I S g'19'45' s ` --- ' 7 g7' 45.24' \ Ll 11 1 2 ELEC. SERVICEI _ 1 _ __—'- _ --�' BOLLARD ` ------------' /_- / `� i 55• JUN 2 �.._. STONE DRIVEWAY I ^___i' --_- ' /i�_ `�/' 1A•1a C NYT South;;!d Than r \ \ Tr g0'00 2 92 s 7Z82 ° 0'I OF 1183 8.47'4e W I APR. 15, 2026 AMENDED WETLANDS ` 1 -t- �' - N i W 7 MAR. 14, 2026 UPDATE SURVEY N84'29!WW_-I- — — — -- ----- _- """ �! GI1, S78'0427 8.62 48"W DATE: AUG. 10, 2019 - N a I i 17'5.00' I _ '— ' =1 82.47' JOB N0:2019-439 50 w-----------' \CH S81'51 �, R Survey for: G i I l 54'30�\N (s2.05' DEED) 1 CERTIFIED T0: °w or formerly d HC NOFO LLC HC NOFO LLC n cAt TEST HOLE DATA Town °�QaJOuthQ _ `I Pe onic A, AUG. ��� >'1\t� Town of CO. c•0 y0 f �J� ,.7 AUG. 05, 2019 _ _-i- � 1,Gt/6 d ��� �1•) MCDONALD GEOSCIENCE - '-_ EL=13.6 LOAM °� --— - -—-_ — _ �-- Suffolk County, New York , ; .' It DARK BROWN _ - - r- _ _ .,. O BROWN SILTY '��- I S.C.T.M.: 1000-086.00-05.00-014.004 SAND SM I CS 3.0 60234 5 I ao p ao �� PALE BROWN SW _ q AI�:1 FIN J SCALE:1"=40' _ COARSE SAND ���- I 6.0 ��- I DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 I NOTES: FOX LAND SURVEYING PALE BROWN 64 SUNSET AVENUE G.W. W FIVE SAND SP PPPWeII per oWneot I 1. AREA = 575,779 S.F. OR 13.2181 ACRES WESTHAMPTON BEACH, N.Y. 11978 EL=1.5 ---- 12.1 2. ■= MONUMENT FOUND, ® = STAKE FOUND. (631) 288-0022 I WATER IN SP 3. REFERENCE DEED L. 11803 CP 970 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY PALE BROWN IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE FINE SAND 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL I 17.0 5. THIS PARCEL IS WITHIN FLOOD ZONES SHOWN HEREON' SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 AS DELINEATED ON FIRM BOUNDARY MAP NO. CERTIFICATION INDICATED SURVEYISHEREON SHALL RUN ONAND ON LY TO THE H LAST DATED 9/25/2009. BEHALF TOR EH OTTLE„COMPANY. GOVERNMENDTAL AGENCY IS AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build North Elevation (Left) East Elevation (Back) West Elevation (Front) 1 SW Elevation (Corner) South Elevation (Right) SW Elevation (Corner) Owner: HC NOFO, LLC Address:2705 Indian Neck Lane, Peconic, NY,11958 Applicant:AMP Architecture All Photos Taken on 06/18/2025 eblt W : BT 3 SSE a Md3 t• � ��• EE�fc N. �: ''- SEf SEC tE0 a tr «N,w WATSr!_.LJa& .� MATCH SEE BEC NO OTS ruicn a. SEA. a,5 ol 0 -00.W �'• „d ...,E9�. � rE[awc,Ma:iwYt � n RRC O Ga2PC O os'z ar � L y,. ro: i°° � ,o,x �yA srs oadW, ,e,1 sceu r o�'no •� _ W-01 a) w i • ryh x«{, � �. z.2Nc1 rra W W� � ,(`p• .yP' .. W ovrrtaSrnTr Wts-ro J a E o. 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J E c „:i — ., —J0s«� •�• - ' a v Rrxl Pr , TS::iernce a Mw+rM«.- „canna aR r N wrr.� ru — _ °'a"' -- •,rea ...«, ., tW cr„r..pne.R�viA.W M'rlwf w 9�Fttv rAT NIr Hi7�M,E0 M.: :ae x..�r SOUTNOIp N ___ A 086 p —_, — • ——..—— ", —_ •••«� 1st) y.;P• ReAt mTEn srm«a.m... a 8 o- OFFICE LOCATION: MY MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: August 10, 2026 Re: LWRP Coastal Consistency Review HC NOFO LLC, SCTM# 1000-86-.5-14.4 This application is to request a Wetland Permit to convert the existing 30'x50' (1 ,500 sq. ft.), second floor of an agricultural barn into a single-family dwelling; and to install an innovative alternative on-site wastewater treatment system (I/A OWTS) for the new dwelling. 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 5 Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. A. Restore the Town of Southold's water quality by limiting major sources of surface water quality impairment. 2. Reduce nitrogen discharges sufficient to achieve dissolved oxygen levels that would limit the occurrence of hypoxia. B. Prevent point source discharges into Southold's coastal waters and manage or avoid land and water uses that would: 3. adversely affect receiving water quality Policy 6: Protect and restore the quality and function of the Town of Southold's ecosystem 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by: 2. Degradation of ecological components Degradation occurs as an adverse change in ecological quality, either as a direct loss originating within the resource area or as an indirect loss originating from nearby activities. Degradation usually occurs over a more extended period of time than physical loss and may be indicated by increased siltation, changes in community composition, or evidence of pollution. B. Protect and restore ecological quality by adhering to the following measures 3. Avoid fragmentation of ecological communities and maintain corridors to facilitate the free exchange of biological resources within and among communities 6.3. Protect and restore tidal and freshwater wetlands. 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. E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. 2 The existing barn is non-conforming to Town Code because it is less than 100ft from Richmond Creek and its bank. Converting this barn to a dwelling and adding the requisite septic system will exacerbate an already non-conforming situation, and contribute to increased pollution to the creek, a designated Significant Coastal Fish and Wildlife Habitat. This is inconsistent with Policy 5 and Policy 6 of the LWRP because it does not protect the water quality nor the ecological quality in the Town of Southold. Specifically, the location of the proposed septic system so close to the wetlands is inconsistent with Policy 5.1.A.2 which states that nitrogen discharges should be limited to restore water quality. This proposal creates an indirect discharge that would increase the nitrogen content in the nearby creek and potentially lead to water quality impairment. The proposed action is also inconsistent with Policy 6.1 A.2 that calls for the avoidance of adverse changes to the Peconic Bay ecosystem that occur over an extended period of time from nearby activities. The discharge of nitrogen pollution from the proposed septic system being located so close to the creek would cause the degradation of the ecological components of Richmond Creek, a part of the Peconic Bay ecosystem. Note that an I/A OWTS, while better than traditional septic systems, does continue to cause nitrogen pollution over time. In addition, locating a home so close to the creek will have other adverse effects including pollution from lawn maintenance chemicals, and potential additional clearing of vegetation along the creek. Further, the proposed action is inconsistent with Policy 6.3A which states that actions must comply with the Southold Town Board of Trustees' laws and regulations. Pursuant to Town Code Chapter §275-2 Definitions, a bank is defined as a land incline adjoining a body of water, wetland and/or beach. The Trustees have identified a bank adjacent to the creek near this location. The Board of Trustees jurisdiction starts at the top of the bank. The plans submitted do not accurately reflect the Trustees'jurisdiction, however it is clear that the proposed dwelling does not comply with Chapter §275. The proposed action is also inconsistent with Policy 6.3.D which calls for protecting tidal wetlands by providing adequate buffers between wetlands and nearby uses. The new dwelling, in its location so close to the wetlands, does not allow for adequate buffers to ensure protection of the wetlands' character, quality, values, and functions. 3 Let it be noted that the pre-existing barn on the proposed property was constructed years ago for agricultural purposes. The barn was used as storage and had no bathroom or septic system, minimizing its effect on the nearby wetland. The close proximity of the dwelling and its septic system to the wetland is preventable because there is plenty of space to locate a dwelling and its septic system elsewhere on the 13.2-acre parcel. Converting the barn to a dwelling in the proposed location when there are alternative locations far from the wetlands sets a poor precedent for similar properties. This parcel has the ability to be subdivided in the future. Pursuant.to Southold Town Code Chapter §240 Article XI Cluster Development, a future subdivision here would be required to cluster development and preserve 60% of the area for open space. The Town Code requires that the open space be contiguous and protect the most sensitive features of a property. In this case, the most sensitive features of this property are the wetlands and the wooded buffer protecting the creek. Converting the pre- existing barn to a residential dwelling would circumvent this requirement by allowing a dwelling much closer to the wetland than any residential lots would be allowed. This would cause fragmentation of the ecological community around this section of the creek and destroy the existing corridor. This is inconsistent with Policy 6.1.13.3 which states that fragmentation of ecological communities must be avoided to maintain corridors to facilitate the free exchange of biological resources among ecological communities. 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. 4 y r s„ ti z a i � k 0 Subject Property 5 b® oe• 9. .e 1 1 Subject property (barn is circled). This illustrates the adjacent subdivision and the approximate location of the required open space for that similar property. The intent is to create a contiguous area of protected open space on both sides of the creek. If the subject property is subdivided in the future, the open space would most likely be located along the creek similar to the adjacent property. 6 Glenn.Goldsmith,President 0 4�SO Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Repenoski it Southold, New York 11971 Liz Gillooly VIP 3Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 lroum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only c Coastal Erosion Permit Application fi Wetland Permit Application Administrative Permit JUN 2 2 2026 --Amendment/Transfer/Extension Received Application: SouttroldTown Received Fee: $ I j Board of Trustees (�) Completed Application: --Incomplete: --SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. —Lead Agency Determination Date: --Coordination:(date sent): __Z_LWRP Consistency Assessment Form Sent: 2:c CAC Referral Sent: Date of Inspection: —Receipt of CAC Report: Technical Review: __Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): HC NOFO LLC Mailing Address: 90 Sterling Road, Cutchogue, NY 11935 Phone Number: 917-482-439 Suffolk County Tax Map Number: 1000 - 86-5-14.4 — Property Location: 2705 Indian Neck L.n, Peconic, NY 11958 (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable):AMP Architecture Mailing Address: 10200 Main Rd, Unit 3A,.Mattituck, NY 11952 Phone Number: 631-603-9092 Email: bepperson@amparchitect.com CCV?t Se-Al-7//iloly Board of Trustees Applicat;—1 GENERAL DATA Land Area(in square feet): 575,779 sf; 13.22 Acres--- Area Zoning: R-80 Previous use of property:Agricultural Barn Intended use of property: Agricultural Barn Conversion to Single Family Dwelling Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? 7 Yes F-1 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 No If"Yes", please provide copy of decision. Will this project req any demolition as per Town Code or as determined by the Building Dept.? Will �No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_a_No Prior permits/approvals for site improvements: Agency Date Town of Southold-No:44413 08/05/2023 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-z—No ❑ Yes If yes, provide explanation: Project Description (use attachments if necessary): Convert existing second floor of agricultural barn into single family dwelling; New I/A OWTS to service dwelling Ej-�ISM4-�� GJl7 — l7 X �J c7�` A 1,500 ST Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Convert existing second floor of agricultural barn into single family dwelling; New I/A OWTS to service dwelling '422 t0 f)0- Q D'--iD Area of wetlands on lot: 49,231 square feet Percent coverage of lot: 8.6 % Closest distance between nearest existing structure and upland edge of wetlands: 83_4 _feet Closest distance between nearest proposed structure and upland edge of wetlands: 83.4 feet Does the project involve excavation or filling? ❑ No L--Yes If yes, how much material will be excavated? Apprx:132 cubic yards How much material will be filled?0 cubic yards Depth of which material will be removed or deposited: 3' and 8' feet Proposed slope throughout the area of operations: 3% Manner in which material will be removed or deposited: Excavation for septic installation Excavated material to be used for backfill; all excess to be removed from site 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): Positive affect. Proposed septic is away from Wetlands and being used for a new dwelli% of which all areas are within an existing barn. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible far 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 I. 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 1 -Project and Sponsor Information HC NOFO LLC Name of Action or Project: 2705 Indian Neck Ln Barn/Dwelling Project Location(describe,and attach a location map): 2705 Indian Neck Lane, Peconic, NY 11958 Brief Description of Proposed Action: Convert existing second story of barn to single family dwelling; New I/AOWTS Name of Applicant or Sponsor: Telephone: AMP Architecture E-Mail:bepperson @am parch itect.chi Address: 10200 Main Rd, Unit 3A City/PO: State: Zip Code: Mattituck NY 111958 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 W] ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 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: - ❑ 3.a.Total acreage of the site of the proposed action? 1-3-2 acres b.Total acreage to be physically disturbed? n/a acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 13.2 acres d. Che I land us ' at occur on,adjoining an ar the propff action. Urban Rural(non-agriculture) flndustrial ' Commercial ©Residential (suburban) Forest ©Agriculture [:]Aquatic ❑Other(specify): Parkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? IF 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: � ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or nearthe site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 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: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ Z 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: _ ❑ FZ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO 1 YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? ✓ 13.a. Does any portion ofthe site ofthe proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14.2ntify the typiciLhf bitat types that occ, nor are likely to be found on th�roject site. Check all that apply: Shoreline Forest ✓Agricultural/grasslands Early mid-successional Wetland HUrban 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? ✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ZNO DYES Z 0— b. Will storm water discharges be directed to established conveyance systems I110 ff anm drains)? If Yes,briefly describe: ✓ ES Existing roof gutters are connected to existing drywells. 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: ❑ ❑ 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: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)fbr hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Anthony Portilio P Architecture Date:. I�U`ZCP 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 1 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 conflictwith 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? ❑ D I 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 El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El ❑ 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? S. Will the proposed action impair the character or quality of important historic,archaeological, ❑ a architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 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 3. 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. EJCheck 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. ElCheck 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. Town of Southold-Board of Trustees Name of Lead Agency Date President 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) PRINT Page 4 of 4 Boa=d of Trustees ) pplicatiorx ATTVIDAVIT Todd Feuerstesn. �AanaqinqPajlner, HC NOFO LLC BEING DLLl' ORi', DEPOSES AND AFFIRMS T114T11EISHE IS THE APPLWAINT FOR THE ABOVE DESCRIBED PFRNUT(S)AND THAT ALL STATEMENTS CO..NTA.i.NF-D HEREM 411E TRUE TO THE BEST OF T3IIi MR.k'NOWIEDGE AND BEIJEVFt AND THAT ALL WORK WILL BE }GONE.IN THL.MANNF.R,.%,T FORTH L"+T TMS APPLICATION .,UN13 AS MAY BE APPiRO''FD BY THE;SO , AOlL D TOWN BOARD OF TRUST , THE APPLICANT AGREES TO HOLD TIi.E,TOWN OF SOUTHOLD AND THE BOARWOF TRUSTEES HARMLESS AND FREE FROM A,,"vY AND ALL DAMAGES AND,CLMMS ARTSYNG UNDER OFF BY VIRTUTE OF SAID PERAiTr(s) if. G D. .IN COMPLETING THISAPPLICATIQN,I MEREBY AUTHORIZE I: `FR[aSTEM THEIR AGENT(S)OR EP ESENTATT5IMS.INC.I,UDINC THE CONSERVATION AD`%gSO.RY COUNCIL,TO E.NMER ONTO AlY PROPERTY TO INSPECT THE,PRE IMISFS YN CONJUNCTION Wn--I3 THIS APPLICATION, INC3LUIDENG A FINAL INSPECTION. I FURTHER AL17HORIM THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO Pi-SURE COMTLIAlNCE NVITH ANY CONDITION OF ANY WETI kND CAR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING TIIE T--R. Af OF THE PERMIT. S�nII of Prrap e-r'-t"v- OAmzr S gnalumorProper y 0�wler SkVORN TO I3rFORE ME TMS, DAY OF a T3a i2 Fmnscia Qj44'cw4 iv r-a s'! A N (Where die appli is not the,m TQd,,,# Fl er e.rt, t4�ipq PatMPr,HC NOFO LLO PeconiaAMP ' arm _. ta act s my nay work invalwd wig ft Appli mdcm =for pemii 0)from the Southold Tom `: c tt Signawn SWORN TO BEFORE ME TEgS DAY OF 20 2S NO T014 Ff-In-114a 2: t>idYt Tl ;S1Ic tgf YTw Y tt4'Gi�t�stY3i�l£s tlF�F.$23�.4 ' lil.�lti� i�1��.1 ��'t+•C.�3JrLii����!i V.� TRANSACHONAL DISCLOSURE FORM YOUR MME PC.►` OFQ LLC (tjt mve,ftast mam.,"n3d&"sa aW. 30:atcooc clic ar Ogler Mdtf,Imh as a emmy.Irwk,6&cue the arks vmca'l or compgey'srmr—) NAME OF AYFMATION:(Chock*8 T'ax vk 0.m3ding Vaelamcc. Truzw Ch"C QF7.vx i~.Vzim ApFwW of p;r biooci�t� Fscmpdott Get pUt or officid,sip phhulog oLher (lf"Duyte.man.cd:eactiv;ir,) . -----_--- .0. Do)W pc j(qx a-OLT!l yaw mwmy.y{ZsWy siblbi&pwrA.ar ehiN)hvc a mfm� 9 with my omm or--qpx r� aft1w Town of Ssu drW. "RcWior�ip"im6.idic by' M or bslwa k krrm-B=ktW I.-wce semis s'a�i�c�ct F 'ssc+i f i c townaF.5 or :Eras:� .t prr'.fat cif{az y�i y- "Y�a m,�eIca to wbich LkWyaalr=a cr ata es c ::bay ©fUx rk YET, _ NO �1�1— if y m arrruered-Y r T'.ecunpts;=the WMX4 Of do it rat IRJ dam t vrr of pmm=ployu4*thelown ott#otshoW f)S'idrfbC the re1giot,01:1 b"x a yoomif(i:SG ai.'> is althe^rl,S C fnd Oc krw%oVIcar or aazr w,ri.c:ihff cY flee pri�,llne h)�£h Dj sneilar dcsctitx In Sle pps�p-ist:tdCsi. Tbd Laoo aalf r car spkrg�cy kis cnc�. ,tx p�i L it(eha atf Ztisi atyr, -Em cr%=ofgpC2l r 5%0(ft afl'sa curmfevorkordic JmRam -Dtvr ii is4O1R3Gc!r, .n)t icgatl or EttacfxW cr*vxraf x7 ixtz a in a wa-mrpm w eni;..y(wban 1Mc Ra�sE�7 is not a corNmtIonY on atfm.+_dm=tdc ptrW ,W�0f t�'�x4m,V D}dm4cb l app$Jcsr§L 'T�s; Of SCRIF73N:V OF MA3'4trNSMP su—miamtx mjs 9 day of -lure 2a 2,6 5igtga���r', Print Niltr4'T= e t',en.a+;+�T�a r•-f:1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart 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 to take whatever action is necessary to avoid same. YOUR NAME: AMP Architecture (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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"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 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): LIA)the owner of greater than 5%of the shares of the corporate stock of the applicant _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 "day of j L)K) _20,3a Signature Print Name Form TS 1 and of Trustees Applicatie PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION I` NAME: JJ 56 - S- --5 1163 8� ' S��1 I•.S- __ 13 STATE OF NEV, COUNTY OF SL �a , and says that on the d � b ` � a true copy of the Notice set forth ii (:F& above named persons at the adl 2s set opposite the names of said pei A assessment roll of the Town of Soup ,t Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public r� Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: _�(g—� — ��-` /I � NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK �z pQ Q� , residing at k 020cb being duly sworn, deposes and says that on the day of J �u , 2026, 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 located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sign re Sworn to before me this Day of MARY M. 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Er Ctty,St ZIPS ` pt t l ® � t e0l•e• - B 11 91e°B• rq _rl 0Ems= Ln -n M n N Y'I 1,'?,5 8 -0 Certified Mail Fee _JZ C3 $ f1i Extra Se vices&Fees ac boxaddfaet pqr.9ppate) 0 ❑Return Receipt(ha, A $ El Return Receipt(electronic) $ Postmark C-3 E]Certified Mail Restricted Delivery $ I"! Here IN- E]Adult Signature Required $ ru ul 0 Adult Signature Restricted Delivery$ Postage U" r-9 C3 $ K. 2-7/202) Tojaj Por�pge and Fees $ 1)2 C3 $ cr ---------------------------- ----- WZP ICE; t and Apt.No. Box No. Lr) V),CLL...L4vLQ-—------- -------- - ------- I-------- ----------- -- --- --------- Cr City zlp+4 il (jTICE OF HE ARI '14G 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: HC NOFO, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to convert the existing 30'x50' (1,,500sq.ft.),, second floor of an agricultural barn into a single-family dwelling; and to install an I/A OWTS sanitary system to dwelling. Located: 2705 Indian Neck Lane, Peconic. SCTM# 1000-86-5- 14.4 TIME & DATE OF PUBLIC HEARING: Wednesday, August 12, 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 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus. each answer must be explained in detail, listing both supporting 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# 86 _5 _14.4 PROJECT NAME HC NOFO LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. 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: Second floor barn to be converted to habitable space, install septic system to code 5DD s3rl- P Location of action: 2705 Indian Neck Ln, Peconic, NY 11958 Site acreage: 13.2 _ Present land use: Agricultural Present zoning classification: R-80 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: AMP Architecture (b) Mailing address: PO Box 152, Mattituck, NY 11952 (c) Telephone number: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable The proposed project uses the existing agricultural barn by converting the second floor into a single family dwelling, staying within the existing area without altercating the existing structure or facade. 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 The proposed project is an interior conversion of an existing agricultural barn and an installation of a septic system which would not alter or impact any known historic or archeological resou-rces. 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 The proposed project will maintain existing appearance of the agricultural barn and the surrounding landscape. Which will preserve the rural character of the property rather than constructing a new dwel ing. 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 The project involves limited excavation associated with the installation of a new septic system and will not increase erosion or flooding hazards, because if will be placed away from the regulated wetlands po ion of-the property. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable The proposed installation of a new septic system following the I/A OWTS will improve wastewater treatment and help protect groundwater and surface water quality. 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 The project avoides the regulated wetlands on the property, and the closest point to it is approximately 83.4 feet from the existing and proposed structure. 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 0 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria.❑ Yez No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No z 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 The project will not affect living marine resources or costal waters, with the installation of the I/A OWTS it will support water quality protection. 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. Z Yes ❑ No❑ Not Applicable The protect preserves the majority of the 13.2 acre agricultural property and does not require significant# land clearing or expansion of development. The proposed conversion is limited to the existing barn structure and minimizing impacts to the surrounding lands. 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 AMP Architecture TITLE Architect DATE