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Duffe, James & Dolan Patricia
Glenn Goldsmith, President rjF SOUj Town Hall Annex � 54375 Route 25 Nicholas Krupski,Vice President ,�0� ®® P.O. Box 1179 Eric Sepenoski J J Southold,New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 olyC®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 14, 2026 Robert Conway, R.A. Joe Bello Architect PC 6443 Northern Boulevard East Norwich, NY 11732 RE: JAMES DUFFE & PATRICIA DOLAN 1270 GREENWAY EAST, ORIENT SCTM# 1000-15-2-9 Dear Mr. Conway: The Southold Town Board of Trustees reviewed the site plan prepared by Bello Architects, last dated February 25, 2026 and received on March 12, 2026 and determined that the proposed demolition and construction of a single-family dwelling, installation of a swimming pool, and installation of an I/A OWTS system is WITHIN the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code. A Wetland Permit will be required to perform the work. The pond in question appears to have naturalized in the past decade. The map provided from 1962 labels it as a "pond," and Cole Environmental Services labeled it as `freshwater wetlands" on the current site plan provided. This determination is not a determination from any other agency. SincereI Glenn Goldsmith, President z. Glenn Goldsmith,President o�OS40, Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y P.O. Box 1179 Liz Gillooly 0 Southold,NY 11971 Joseph Finora y,� p! Telephone(631)765-1892 Ol �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: / Z INSPECTED BY: r� 275 Ch. 111 COMMENTS: Z a , r.'w"" /2 a Z U -J Archit a cts LLI LL1 El� LL Li 1_-) 6334 Northern Boulevard <E Ma k rl) k z East Norwich, New York 11732 :L CL 4- LLJ LZ 5 1 6 3 0 8 4 6 4 6 P h o n e 46 "d 5 1 6 8 1 3 . 0 9 2 4 F a x S 0 Info@JoeBeIIoArchitects.com ------------- �"48'1 4 w w w.J o e B e I I o A r c h i t e c t s.c o m tE PROPOSED LEACHING Z, GALLEYS & FUTURE EXPANSION ---'120.0o J SEE ENGINEERING DRAWINGS ----------------------- DATE ISSUED: WA // /) /,/ /,/ L__j 2-25-2026- Issued to Trustees _J LJ <-T <: C) R Cz (10 0A <E 04 _J V 0 V) x\�/ --------------- L, <1 v 110 <1 Z LLJ __J <r V) LL L-1 �� r,- / 11 CD CL I // M ------ OL OPING 16.5 ----------I CP 77NG CESSPOOLS DUFFE (SHOWN W`TH DASHED ---- -- ------------- TO BE RbWOVED RED) ---------- RESIDENCE J50' FRO019LL ON tA r/0 19.6' D(IS77NG CONCRETE PA770 -1375 GREENWA R (SHOMW W17H DASHED RED) NV /0 TO BE RWOVED WIND W PA r10 1270 Greenway East 45 \ -/1 6 - 10. e4- ------------ -CEN-5 11A Orient NY, 11957 0 SCTM#1000-015.00-02.00-009.000 eSrORY OA(' 15.0, SEE ENGINEERS DRAWING�S EDI .,��Ropo " /�/// OAQ& 00k �4R SL;4x,- S rORr GA RA GE 18.o, P0 7.5' 24.51 When a registered design 9,--6f-- (I. I professional has stamped and 15.01 0 signed this page (blue ink), they 00 are attesting that to the best of his/her knowledge, belief, and professional judgement, such WE ULL 1PROPOSED WALK co plans and/or specifications are EXIS7ING DWLWVG,l in compliance with the latest (10 (SHOWN WrM-DASHED RED) New York State Building Code. TO BE REAftED A D07ING ASPHALT DRIVEWAY & WALKWAY \3,g (SHOWN WrTH DASHED RED) 14 11.# @ copyright 2025 13 PROPOSED TO BE REPLACED G ASMALT b DR[Vg"Y 74.6 9' JOE BELLO ARCHITECT, P.C. ------------------ ------- esEl)A, -------- -------------------- ------------------------- M. C� -------- 0 \0 Az -�i --- -------- 1N]M�Avd J0 _-Jo 326 GREENWAY EAST 0 N / Registered thru 02/28/2029 CIE P V E FILE 25156 MAR 12 20 SCALE: Architectural Site Plan I vv 201-011 Southold Town DRAWN BY: SCALE : 1" =20' E3 oa rd of Trustees, RWC SHEET: IS 1"4k � - - ,7,,7 I -1.1,17M -,--- -�k,-7 r-I , I, I.7.,.".-"711"�, '. , �1 - ___-, � •--r-cf?'ri7l,'! -- '. , '.v,.,, ,,,�, - . . 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PsA.O'D b U TOTAL OF 4 BEDROOMS A :� -LOT AREA:ACRE 0.47. 20,554.85 SF. a A U-� W -PROPERTY LOCATED AT 1 270 GREENWAY EAST Fa a) \\ ORIENT,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK jC a Z W SURVEY PROVIDED BY:KENNITH WOYCHUK L5 PLLC 05-05-2023 / W Z a0 -VERTICAL DATUM-NAVD'1 988 DATUM a1 aJ K -PUBLIC WATER SERVICE \ D -WELLS WITH IN 1 50'OF PROPERTY SHOWN. -SURFACE WATER*WETLANDS WITHIN SHOWN ON SURVEY. ASS% GENERAL NOTES: F a, 0 1. DESIGN FOR 4-BEDROOM HOME. Q O I of of 2. I/A OWTS SANITARY REPLACEMENT DESIGN. T.0f 3.SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OwT5 SANITARY SYSTEM ()> U o NI jl CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS \ ARE NOT GUARANTEED. $ 0648,10 ® 20.00' l 4.ELEVATIONS BASED ON SURVEY PROVIDED BY KENNITH WOYCHUK LS PLLC 05-05-2023 150'FROM LP ON 1I50 FUTU 5. ON51TE UTILITY MARK-OUTS TO BE PERFORMED B PRI Y CONTRACTOR OR TO PERFORMING SITE GREENWAYE WORK. 150'FROM WELL ON �� I5pGR��T YE / G. SOIL TEST HOLE DATA PROVIDED BY K WOYCHUK 05-20-2023 1270 GREENWAY E P OP.THREE(3)4-FOOT 7.EXISTING SANITARY CE55POOL5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDH5 / C) �� ` �� 5'w P ECAST LEACHING GALLEYS LP STANDARDS. Z () PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE: 1. ONE(1)FUJI CEN-5 I/A OWT5 W/90-ADAPTER O % ' 2. ONE(1)FUJI MAC50P.BLOWER,VENT AND FUJI CONTROL ASSEMBLY. (n 3. THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH LEACHING GALLEYS. W Q h / 4.ONE(I)8.5'X 4.75'FUTURE EXPANSION AREA. V Lf) SOU) ���_� �o / \ GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: W z �= Z Q >� 5 / / / I. 1/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK COUNTY Q UQ Q_ ( DEPARTMENT OF HEALTH STANDARDS(SCDHS). _0 Q ID � `" / / 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS (n o g CD �y°oo� SHOWN ON PLANS. W Z Z Z N 0� �/ / a* ® 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND LLJ / 0 v ®� X"I IMPROV D-PRIVATE WATER 4-INCH PVC 5DR35 DOWNSTREAM OF FOUNDATION. Wa j^ v PQOL 5'MIN ~O NOW FORMERLY 4. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE U51NG THE W Z ARISTIDE PAPADAKOS METHOD APPROVED BY MANUFACTURER. �.L UI W \ CP 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP. LL / EXIS.SANITARY CESSPOOLS TO G. THE OWr5 INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM 5CDH5'AND BE A O 0 BE PUMPED AND ABANDONED 1 1 FUJI AUTHORIZED INSTALLER. 0 OR REMOVED PER SCDHS / - N � C _______�.�' 7. THE OWrS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SCDH5. THE STANDARDS. r, / / I DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDH5. / 150'FROMNWAYE 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 150'FROM WELL ON I I 1150 GREENWAY E PATIO =19.6' - I R/o I LP>15o' PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A OWfS. 1375 GREENWAY I PATIO 5,MI 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 1 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. 1 1. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO • ` o P'00 z ONE S.o r 6 PROP.FUJI CEN5 VA OWTS W190°ADAPTER - INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 12. NOTE THERE 15 AN EXISTING HOUSE TRAP.I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON VENT. PROP.WASTE LINE RELOCATION.4-INCH CAST 13. NO EXISTING OR PROPOSED DRYWELLS. IRON INSTALLED BY LICENSED PLUMBING GA AGE/ -C�{ CONTRACTOR. IEG —`ICAST IRON LP-LINEAR FOOT 7 O tr Soar o I fS AB) FUJI CONTROL PANEL,MAC BLOWER CO-CIFANOUT LP-LEACHING POOL I� ASSEMBLY,AND VENT LLI CP-EXISTING 5ANITARY CE55POOL M-P5D MANIFOLD _ 00 CTG-CUT TO GRADE MAX-MAXIMUM d' EL-ELEVATION UTION BO% MIN-MINIMUM Z PORCH - EL-ELEVATION O-PERCOLTIONT55WATERTREATMENTSYSTEM _ /� O� �I IX-EXPANSION POOL PT-PERCOLATION TEST V V 0 In EX15-IX15TING SCDH5-5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � FFE-FINISHED FLOOR ELEVATION 5T-5EPTIC TANK y�// 0- Q T r LL.1 GE-GRADE ELEVATION TH-TEST HOLE W ZPD-GA HEGE HIGHOE5TPEXPECTED GROUNDWATER TB-TIRU5T BLOCK Q z 00 VA OWf9-INNOVATIVE/ALTERNATIVE OWTS TYP-TYPICAL z / e IE VA INVERT ELEVATION WM-WATER METER C ♦/� L EXIS.PRIVATE WATER - PRO . _ 00S.OVERHEAD HOMEPORT ENGINEERING SHALL NOT BE RESPONSIBLE FOR'THE CONSTRUCTION MEANS &METHODS UTILIZED W w Y SER/CE / DRI(BY cHER ELECTRIC SERVICE BY THE CONTRACTOR, NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES. THE ENGINEER I""' z Z) SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN 0 0 �j-.- �\ 274.69 ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH'S STANDARDS AND REGULATIONS. Q z w W. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BACKFlWNG OF ALL STRUCTURES AND ASSOCIATED U) 150'FR O OM LP N 1205 GREE E PIPING. }' T d O 0 Ak .�0t�,I,l.£I N = w O Z o ¢o ,5 oz ®�— «¢ _ a o � � C� C� � �I � o°- 1N3W3Atld jO 30 R� EENWAY EAST \ I I IMPROVED-PRIVATE WATER \ MAR 12 2026 DATE:02-05-26SCALE: 1:30 NOW OR FORMERLY / ERIC C BONGARTZ DESIGNER:TAO S�NITAI�Y SITE PLAN IMPRUED-PRIVATEWATER14, h; Southold Town SHEET: N W D- FORMERLY / NORTH,SPORKNEW YORK LLC Board Of TPUSt@@� .�ba SCALE= 1 :30 \ O 30' 60' I 1]'0/50yP/�EpEMY\ASV E 1]}G OENNAYE \ 2-1lY VENTILATION PIPE SCUM BAFFLE B _ CHAMBER Volume(gal) W ®� Sedimentation Chamber 277 FINISHED GRADE N� 7'-11° Anaerobic FilltationChamber 278 2-7" Aerobic Contact Filtration Chamber 127 RECIRCULATION Storage Chamber 63 AIR LIFT PUMP Disinfection Chamber 4 _ O DISINFECTION Total Volume 749 �N °� CYUNDER(OPTIONAL) „®�,�,,,," 4"INLET PI 4"OUTLET PIPE SPECIFICATIONS A� + !A Anaerobic Media PP/PE Filling Rate 32% �� G9 4' BoardTy eAerobicMedia PVC/PP/PE Filling Rate 16% ® ®7W® ® ®� 024873 CG� © Aerobic Media PP/PE FillingRate 57% 11. ®® EFFLUENT Blower 2.8 of n 4-62 a ®®7=q �(gSDb®� INLET GAFF ® AIR LIFT PUMP Tank FRP © c Piping PVC/PP/PE ®®®®®®® ''^y 2 ttt��'rr�y Access Covers Plastic/Cast Iron I a ®®®�®®® I 1„ 1 r� V Disinfectant O tional Chlorine Tablets _P_ —� —a•— ®®®®®®® ® VV L'� RECIRCULATION PIPE L FLOW BAFFLE 1WAIR INTAKE FLOW OPENING(TYP.) (CLEANING OPENING) B MAC 80K BLOWER- DETAIL PLAN VIEW SCALE:NT5 I-61I 24"MANHOLE M A R 12 206 LU 18"MANHOLE(TYP) 18"MANHOLE(TYP) 24"MANHOLE(TYP) - DISINFECTION - TO ALLOW WATrRTO`E 3'-0" CYLINDER(OPTIONAL) RUN Orr FLOW OPENING CON ROL PANNEEL 4% Southold Town BOARD TYPE G TOC.AND"uOL ' Board ofTrus ee CONTACT MEDIA GROUNDWATER MIN.3 ONrROL WIRING TO LEACHING GALLEY NOTES LEACHING GALLERY DETAIL NOTES W ® -WFS THREE(3)5.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST Q sue TREATED CONCRETE LEACHING GALLEYS SCALE:NT5 U W. LO 4xa PosT _ MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY Z 0) THER RESISTANT ® CLOSURE SUPPLED - MINIMUM BURY DEPTH OF COVER 1 2-INCH TO GRADE, 5'-5" © ® 5'-5" RECIRCULATION eYMANUFACTURER MAXIMUM 24-INCH Q Q r ASSEMBLY TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4'-3" 4-BEDROOM HOME U) Z MINIMUM SETBACK FROM BASE OF CHAMBER TO GRADE EL. I S.0'± W Z © 3 GROUNDWATER 3-FOOT. -NT5- LU F MAC 00RUj AEROBIC MEDIA ARBIOWER EXISTING SOIL CONDITION STATEMENT SILTY CLAY W LU Lu"Ey - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND W/GRAVEL EL LL LLI AERATION ASSEMBLY rRO1.t DWELLING To GRAVEL ONLY(SP,SW) O (OL) I G,01± FUJI CONTROL PANEL DETAIL SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN MED TO ? O 0 FIELD AT TIME OF INSTALLATION. COARSE TEST HOLE INFORMATION � SECTION A-A VIEW SECTION B-B VIEW SCALE=NT5 REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH BROWN PROVIDED BY K WOYCHUK PROPERTY 0 N CLEAN SAND AND GRAVEL FOR A 3-FOOT COLLAR AROUND SAND LOCATED AT � CIRCDITHREAIMNOTES: GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE W/GRAVEL EL 1 270 GREENWAY EAST ORIENT MATERIAL(SP SAND). O (5P) 2.0'± 1 1937. AUBaBarnxBx ELECPRICALPANEL FUncoNTRot.PANEL DESIGN NOTES: co DATED 08-20-2023 ROUSEPANEL FUJI CLEAN CEN-5 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 500 GPD.DE51GN FOR 4-BEDROOM 440 GPD. WATER IN DEPTH OF TEST HOLE 1 7.0'± cs LI-20 Atrss-Izovnc MED TO _ caL1 BI SECONDARY SAFELY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. COARSE�'�r�' PACE aFBULBINa BROWN HIGHEST EXPECTED I TANK TO BE IN5TALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER MN Icx m^xa^DEEP SAND GROUNDWATER RECOMMENDATIONS. varsrA`x cOL1PAcrEB EMBEDMENT STATEMENT: 6TOPPER OR END PLOD W/GRAVEL EL -TEST HOLE SHOWS FLOOR SLAB OR STRUCTURE I SLATEOROTNFA Q (SP) 1..0,± FUJI CEN-5 SINGLE'LINE WIRING DIAGRAM USE WITH MAC80P BLOWER AND FUJI CLEAN CONTROL PANEL. $WASE—R GROUNDWATER WATER ENCOUNTERED ENCOUNTERED AT EL 2.0'± SCALE:NTS INST ALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. - - '.w AT EL 2.01± START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. " OR TEST HOLE INFORMATION M WATER UNE SCALE:NTS 00 MIMMUM 4.0 T CAST IRON EXTENSION FROM /A U t FOUtmATONSEFORETRANSITIONTOCO VJ ATSM 0a COMPLIANT SOR M SEWER PIPE •P Z CLEANOUT AT FACE OF BUILDING P z v z wuo°nm." r am,m.xouamSE`mw rowamnoe aero C W J F— TYPICAL CLEANOUT DETAIL _ , � I CW w Y SCALE:NT5 nee �s` Mu°'gym" (/) Z I¢- TmMevmy �" O 4J W tWi1 ................................................................................................................................................................................................................................................................... FT Q ................................................... CLEANOUT - ............................................ u cM,w1°'cw""Dwarm� ,.v+omvraFsm" T�`wwo av>��oo.. � � TO GRADE 12-INCH RISERS TO GRADE W O'� FFEL 20'± EVE GRADE EL.18.0'± W/S4FETY GRATINGS °d uTv�vmn ¢x EXISGDELI8'± � <O PROP INV 171± IE:16.0'± I 2-INCH COVE MATERIAL SHO� _ :.........................lE:.i58't......... .... ..................................... ...............................................i................................................ ..... MINIMU.M.12 NAHR&TQ.GRADP..................................................i "P�P"mP ❑ L Q 15' 41NCH PVC SDR35 MAXIMUM 24-INCHES TO GRADE N PA, MIN SLOPE.02'/LF Exfs GRADE EL.14.o'± 4-INCH PVC SDR35 IE.12 2,t ® ® ® ® ® ®®®® ® ® ® ® ^"•a•"�m MINSLOPE.017LF ® ® ®�® ®�® 2=1 ® ® ® ® ® DATE 'FUJI CLEAN OWTS ®®®®®® ®®®®®®® ' ..............:..................................................:..................................................:....................................... 10 .................................... .................... ®®®®t . ............:.... . .. .. w 02-05-26 �..,, SCALE: NTS BASE OF:CHAMBER EL 8.5'± (3X)4'LEACHING GALLEYS SPACED 4-FOOT APART IN LINE ., ,Ewe„ °�°"��^^°'°�•�^m��==�"••�°-°"-�' DESIGNER:TAO �� . 1W/41NCH SDR35 CROSSOVER PIPES u:AE.•�,(" .,- ;�° ®°"•^ MINIMUM 3•FOOT SETBACK FROM BOTTOM OF SYSTEM TO .�....,...."�..�. SHEET: GROUNDWATER,6.5'SETBACKSHQWN 51 � L HEGW:2'± 10' 20' v 80' 90' 100' 110' 1201 '"°` s Z HIGHESTEJ(PECTEDGROUNDWATER2'± t10USE SANITARY ELEVATION PROFILE FUJI 90° INLET ADAPTER SCALE:NT5 SCALE-NT5 Qf Wilt y John M.Bredemeyer III,President �� 0 Town Hall Annex 54375 Main Road Michael J.Domino,Vice-President �.. P.O.Box 1179 James F.King,Trustee N Southold,New York 11971-0959 Dave Bergen,Trustee ® O • Charles J.Sanders,Trustee l i Telephone(6311765-1892 �C'OU � Fax(631),765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 23, 2014 H EC� EIVE Mr. Bruce Anderson HD Suffolk Environmental Consulting, Inc. MAR 12 205 PO Box 2003 Bridgehampton, NY 11932 z . ¢° Southold Town RE: GEORGE HALKIDIS Board of Trustees 1600 GREENWAY EAST, ORIENT SCTM# 15-2-7 Dear Mr. Anderson: The Southold Town Board of Trustees reviewed the site plan, supplemental materials supplied by the applicant consisting of a copy of the approved subdivision map for "Green Acres of Orient,"a construction photo of the adjacent pond at the Board's 12/10/14 work session and a field inspection performed by the entire Board of Trustees, and determined the proposed construction of a single-family, two-story dwelling with a 2,800sq.ft. footprint, attached 720sq.ft. deck, new sanitary system and new driveway are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. We find that the activity proposed is exempt from the provisions of Chapter 275 of the Town Code pursuant to 275-4(g) in that a man-made pond exists on the adjacent parcel as defined by 275-2.The water body's history and dedication as a subdivision"leaching area"and the straight-sided steeply sloped embankment shoreline noted at the field inspection was devoid of any emergent freshwater wetland vegetation Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area(Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff,without further authorization from the Southold Town Board of Trustees 2 pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ohn M. Br demeyer Ill D E I E P U E. 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' COUNTY OF SUFFOLK© raorice K _ a, t000 sEcnrn w a ,s�i--�_—_ '�_—"__ 1m —� _ _ .�, Real P,.pertyl..S—*eAgency nuuiurxi.k,sw,nwsucaa y - 075 N .,.��__.__ __ __ a...,x.. o,.,..,, u nm!'n,i.r lli,e.ro,+rM,•l.V'llvue W srnro.Kcarvrr rweRwmirtn M vm o, 90UTMOlD (21) .a...,., s y n v ,ma B- ELLO ARCH ITECTS .10E BELLO ARCHITECT PC 6443 NORTHERN BLVD E C E EAST NORWICH, NY 11732 D U 516-308-4646 February 25, 2026 LIAR 12 2� Town of Southold 1;= N1R,_ Southold Town Board of Trustees ''s' Southo Grp. Town Hall Annex Board of Trustees 54375 Main Road Southold, New York 11971 RE: Request for Letter of Non-Jurisdiction—Freshwater Wetlands Review 1270 Greenway East, Orient NY 11957 Tax Map: 1000- 15-2-09.000 Dear Members of the Board, I am writing to you on behalf of my clients the Duffe family to formally request a Letter of Non- Jurisdiction regarding freshwater wetlands review for the above-referenced property.This request is made in conjunction with our application for a proposed residential redevelopment of the site. Project Overview The proposed scope of work includes: • Demolition of the existing single-family residence. • Construction of a new single-family home. • Installation of a new in-ground swimming pool. • Implementation of a modern I/A (Innovative and Alternative) Septic System, providing a significant environmental upgrade over the current onsite wastewater treatment. Basis for Request Our request for Non-Jurisdiction determination is based on the fact that the body of water adjacent to the subject property is a man-made irrigation and drainage pond, rather than a naturally occurring wetland.This classification is substantiated by the following: • Original Subdivision Map:The map titled "Green Acres at Orient" identifies the pond as a functional component of the subdivision's original infrastructure, specifically designed as an irrigation and drainage. • Established Precedent:We have attached a Letter of Non-Jurisdiction previously issued by this Board for the neighboring property at 1600 Greenway East. In that determination, the Board acknowledged this same water body as a man-made feature, exempting it from freshwater wetlands review. Page 1 1 c Conclusion As the site conditions are consistent with the precedent set at 1600 Greenway East,we respectfully request that the Board issue a similar Letter of Non-Jurisdiction.This determination will allow us to move forward with the necessary building and health department permits for these improvements. Thank you for your time and consideration. Please let me know if you require any additional site plans or technical data to facilitate your review. Sincerely, Robert Conway, R.A. Rob@JoeBelloArchitects.com 516-509-3846 E C E P V E L]D 12 20M hold Town of Trustees Page 12