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HomeMy WebLinkAboutDuffe, James & Dolan, Patricia gpff0(� Glenn Goldsmith,rv�a dent ��o ea Town Hall Annex A.Nicholas Krupski,Vice President �� y�'e 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y� Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report G Date/Time: 2 Completed in field by: �.• ! C kj- �(J� Cole Environmental Services on behalf of JAMES DUFFE & PATRICIA DOLAN requests a Pre-Application Site Inspection to discuss the demolition and construction of a dwelling, installation of I/A System, and construction of a pool. Located: 1270 Greenway East, Orient. SCTM# 1000-15-2-9 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 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.: , ✓L 05+ D + VVIOWi. F are Ofl �h v .. Present Were: ✓ G. G Idsmith N. Kr ski �E. Sepenoski ✓ L. Gillooly ✓ J. Finora i ` _ I BELLO 2 ; f FLIAl 6334 Northern Boulevard East Norwich, New York 11732 IIU W LJ of 516 . 308 . 4646 Phone U � � 0 0l 516 . 81 3 . 0924 Fax -- --- -- - _ S06°48'1 F ! Info@JoeBelloArchitects.com E PROPOSED LEACHING www•JoeBelloArchitects.com - GALLEYS & FUTURE EXPANSION 120. , SEE ENGINEERING DRAWINGS -- - - 00 -i - -- ,EXI iLGI I tjl Ir- l DATE ISSUED. lei 44 1 ° 2-25-2026-Issued to Trustees O ►r, -- i I o/ III , .-- 1600G I I 1 -' `L ram, • I. I.;. ., fl' 1 P' i 1 � � I ljl ` r' ' Pool I / / \ CP iOP/NG = /6.5 III ' /j�• __ I' � ` � S 77NG CESSPOOLS DUFF E (SHOWN WITH DASHED RED) �1� I TO BE REMOVED {i ------� RESIDENCE 150' FROM WEu ON PAT/0/ l I = /9.6 i I I �; DASHED RED) —�— p EXISTING CONCRETE PA770 1375 GREENWAY E. — - b I RIO I (SHOWN WITH ED l , e B p ;O BE �t��y�D 1�70 Greer,evay E:; t EG I ' ' ' �'1, w,Noo2 I i Q l�1 Orient NY, 11957 15 5' 14.3 o.. . -i PROPOSED-fUJI CEN-5 VA -- I ONE SrorrY/' /5 0' SEE ENGINEERS DRAWINGS SCTM# 1000-015.00-02.00- 009 000 p W= OPOSED TWO STORY 1 ERA f F/RS r E"DWELL/NG o SONE ' CELLAR SLArLOOB.r '? M 1/ I = � GA �T7 � k'AGE mo 1,8.0, ^ rrt 0 24.5' 11 When a registered design _PORCN to-f 9'I v/ w" _ i w^ -< professional has stamped and % N) In /5 0' O R'Z signed this page (blue ink), they `1 of., j are attesting that to the best of 1 q " his/her knowledge, belief, and I' M professional judgement, such WELL /PROPOSED WALK 00 plans and/or specifications are EXIS77NG DWELLING i . in compliance with the latest (SHOWN WITH DASHED RED) ,,- p�(� / j EXISTING ASPHALT DRIVEWAY & WALKWAY New York State Building Code. TO BE REMOVED (SHOWN WITH DASHED RED) o PROPOSED TO BE REPLACED i O copyright 2025 /,� ASPHALT h DRIVEWAY /-�, — JOE BELLO ARCHITECT, P.C. - - - - --- - ED ARC �5L'OZ6 M ,0V LtXL N - - ���o�QH M. Ilk Q 0 0 0 GR EEN WA Y EAST OF NE�y Registered thru 02/28/2029 FILE: 25156 SCALE: Architectural Site Plan o 111 = 201 - -- - - = DRAWN BY: SCALE : 1" =20' a RWC N SHEET: S Pe -s / A5-BUILT SITE INFORMATION: OF -SUFFOLK COUNTY TAX MAP ID: 1000-15-02-09 f -EXISTING 3 BEDROOM HOME WITH PROPOSED ADDITION. ODy` TOTAL OF 4 BEDROOMS �O b -LOT AREA:ACRE 0.47. 20,554.55 5F. a A U-W -PROPERTY LOCATED AT 1 270 GREENWAY EAST P (s a a �) �Z F LL F ORIENT,TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK ( LL Z w -SURVEY PROVIDED BY:KENNITH WOYCHUK LS PLLG 05-05-2023 Z / W o LL -VERTICAL DATUM-NAVD'1 988 DATUM ep S9 c Z cr -PUBLIC WATER SERVICE ®� 094875 oa 1 g a Z -WELLS WITH IN 1 50'OF PROPERTY SHOWN. ®F�SBgO�gi'\' ( w 5 1- 3 -SURFACE WATER#WETLANDS WITHIN SHOWN ON SURVEY. K �Z wl z' O LL g GENERAL NOTES: Qof I. DESIGN FOR 4-BEDROOM HOME. �1 01 2. I/A OWTS SANITARY REPLACEMENT DESIGN. ` S O ( o 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOP I/A OWT5 SANITARY SYSTEM -- j) a © HI '' CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS \ ® ARE NOT GUARANTEED. 15D'FROM LP ON 1150 S 0�0 20.00� �/ 4.ELEVATIONS BASED ON SURVEY PROVIDED BY KENNITH WOYCHUK LS PLLC 05-05-2023 GREENWAYE FUN / 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE ZI 150,FROM WELL ON————711-- �� �� WORK. 1270 GREENWAY E \/ I / E / G. SOIL TEST HOLE DATA PROVIDED BY K WOYCHUK 05-20-2023 P OP.THREE(3)4-FOOT 7.EXISTING SANITARY CE55POOL5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDH5 Z y Q 5'ul P ECAST LEACHING GALLEYS LP r, ry STANDARDS. / PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE: Z y I j 1. ONE(I)FUJI CEN-5 I/A OWTS W/90o ADAPTER �-- Q O =o �2 s 2. ONEO)FUJI MACSOR BLOWER,VENT AND FUJI CONTROL ASSEMBLY. W (n 3.THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH LEACHING GALLEYS. U Q / Q LL UO O 40 % 4.ONEO)8.5'X 4.75'FUTURE EXPAN51ON AREA. w F z oLL U) ^ �P �� �o�' GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: w En I. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK COUNTY Q �41 / DEPARTMENT OF HEALTH STANDARDS(SCDHS). F / 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS U) Z > p g m 5 oov SHOWN ON PLANS. W Z Z �s`�' / a= ®/CD 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND �/ LLJ / 0 ® 4-INCH PVC 5DR35 DOWNSTREAM OF FOUNDATION. W LL ^� c� IMPROV PRIVATE WATER N Z POOL p NOWFORMERLY 4. I/A OWr5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TE USING THE LJ- W j ARISTIDE PAPADAKOS METHOD APPROVED BY MANUFACTURER. LL 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. LL EX IS.SANITARY CESSPOOLS TO \ CP G. THE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM SCDHS AND BE A D O Q / BE PUMPED AND ABANDONED 1 ,1 FUJI AUTHORIZED INSTALLER. ~ OR REMOVED PER SCDHS o N STANDARDS. / C ' 7. THE OWrS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SCDHS. THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDH5. / 1 i 15D'FROM WELL ON 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 15D'FROM WELL ON R/U 1150 GREENWAYE 1375 GREENWAY PATIO = 19.5' LP>150' PROPERLY OWNER SHALL BE PROVIDED TO 5CDH5 FOR I/A OWTS. PATIO I1 5'w 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 10 i ` 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. C DY I 1. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO $k'n ��oroE SToaY g "it PROP.FUJI CEN-51/AOWTs W190'ADAPTER INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 12. NOTE THERE 15 AN EXISTING HOUSE TRAP. I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON 1S19_Ri1'_T_'wO,ST4�R, f VENT. o IR M VELLIp,�G PROP.WASTE LINE RELOCATION.4-INCH CAST 13. NO EXISTING OR PROPOSEDDRYWELL5. 5 ll' lyf/'.�.1 4 4$- IRON INSTALLED BY LICENSED PLUMBING 4� pR,, .ry GSA a0E CONTRACTOR. LEGEND ` ra{,) _ If{ - 0' TM ��ASTIRON LF-LINEAR FOOT r Si ORY � ta� CS A8) FUJI CONTROL PANEL.MAC BLOWER co-cLEAr10UT LF-LEACHING POOL OD x ASSEMBLY,AND VENT W CP-EXISTING 5ANITARY CE55FOOL M-P5D MANIFOLD s � l Z CTG-CUT TO GRADE MAX-MAXIMUM Z O3 17® w `y/j as ¢ DB-DISTRIBUTION BOX MIN-MINIMUM PORCN "v EL-ELEVATION OWfS-ONSITE WASTEWATER TREATMENT SYSTEM (� OIL O J EX-EXPANSION POOL TT-PERCOLATION TEST �/ IJ G 0 EXI5-EXI5TING 5CDHEFTICT TANK COUNTY DEPARTMENT OF HEALTH SERVICES L O �^ ^ 1 , GE-GRADE ELEVATIONELEVATION TM TE5TIHOLE K W a z>_ LV GPD-GALLON5 PER DAY V-VENT z / I'7 ; hEGE-HIGHEST EXPECTED GROUNDWATER TB-THRU5T BLOCK I0 z / VA OWTS-INNOVATIVE/ALTERNATIVE OWTS TYP-TYPICAL C> o/ ` IE-RIVERT ELEVATION WM-WATER METER J LLI EXIS.PRIVATE WATER PRO EXIS OVERHEAD cr HOMEPORT ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS k METHODS UTILIZED Ll.l w Y SER CE DRIV WAY ' . O / ELECTRIC SERVICE a BY THE CONTRACTOR, NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES. THE ENGINEERcl) z U (BY HER / SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN }274.69 ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH'S STANDARDS AND REGULATIONS. Q z Z LLJ 0_W 150'FROM LP ON 1205 CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BACKFIWNG OF ALL STRUCTURES AND ASSOCIATED w GREEN E PIPING. 1 0_ C3 Q IL-0 ® M l L.�I N s ' ~ w Z o o¢ a ,g 'OZ l (< Q o 14 EAST E E 111 C 1A13W3AVd 30 3003 GREENWAY � / IMPROVED-PRIVATE WATER MAY 2 1 2026 `- DATE:02-05-26 NOW OR FORMERLY / SCALE: 1:30 ERIC C BONGARTZ SCAN ITAKY SITE PLAN IMPRVED-PRIVATE WATER -� DESIGNER:TAO N W D- FORMERLY Southol17Towr NORTH SPORK NEW YORK LLC I / Board of Truste2:,7 SHEET: SCALE= 1 :30 \ 1A5 GREEAW YE 0 30' �60' 0 \1]P„CAO AYf 2-11T VENTILATION PIPE SCUM BAFFLE B CHAMBER Volume(gal) I Sedimentation Chamber 277 FINISHED GRADE OF NE&V 7-11 n ion Chamber — 278 Aerobic Contact tFiltration Chamber 127 ® C7 �O -1) gyp RECIRCULATION Storage Chamber 63 _ e�. _ ., ".__ COVER MIN. 1 MAX.2' a� AIR LIFT PUMP 07 Disinfection Chamber 4y® mm� ' yam O DISINFECTION Total Volume 749 ®,�bipe°m°� L, CYLINDER(OPTIONAL) =x'��mep.Pi,x.®u�-....qu�m. t� 8 �r--4 ...a.4A,..,..,A4yw4.""`m°a' II��77 II��II a 4"INLET PI 4"OUTLET PIPE SPECIFICATIONS A 4 A Anaerobic Media PP/PE Filling Rate 32% 4' L Board Type Aerobic Media PVC/PP/PE Filling Rate 16% ® ® ® ® C �N '948.15 �<y� Aerobic Media PP/PE Filling Rate 57% 4'_61i ®®®®®®® �E$$9 EFFLUENT Blower 2.8 cfm g 2 a INLET BAFF 0 AIR LIFT PUMP Tank FRP ®®®®®® 3 Piping PVC/PP/PE a �� O Access Covers Plastic/Cast Iron ®®®®®® nfectant (Optional) Chlorine Tablets _P— �- —4•— ®®®®®® RECIRCULATION PIPE - - - - FLOW BAFFLE 12"AIR INTAKE ' FLOW OPENING(TYPJ (CLEANING OPENING) B MAC 8O R BLOWER DETAIL PLAN VIEW SCALE:NTS 24"MANHOLE T P05T AT M ANGU! 18"MANHOLE(TYP) 18-MANHOLE(TYP) 24"MANHOLE(TYP) DISINFECTION TO ALLOW WATER To CYLINDER(OPTIONAL) RUN Orr FLOW OPENING 1 ' CONTROLCLEAN 4X PANEL BOARD TYPE C. CONTACT MEDIA p TO BLA'OWER "°`°` GROUNDWATER MIN. 3' DNS OLWIRINGTO LEACHING GALLEY NOTES LEACHING GALLERY DETAIL NOTES W - THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST U < Q U REATED CONCRETE LEACHING GALLEYS SCALE:NTS MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY Z RE5UPe Euu - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE, W 5'-5- 5'-5- RECIRCULATION CTURER MAXIMUM 24-INCH 0 ASSEMBLY TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4'-5- 4'-3- Q 4'-3" 4-BEDROOM HOME W Z Z MINIMUM SETBACK FROM BASE OF CHAMBER TO GRADE EL. 18.0'± O 3 GROUNDWATER 3-FOOT. -NT5- W I! - O MAC BOR AEROBIC MEDIA AIR BLW.'ER EXISTING SOIL CONDITION STATEMENT SILTY CLAY uJ WN/ Z AERATION ASSEMBLY Mc.5UDWCLY - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND ILGRAVEL JEL LL rLrJn� W To owr GRAVEL ONLY(5P,SW) O (OL) 16.0't LL V FUJI CONTROL PANEL DETAIL - SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN nl MED TO 00 FIELD AT TIME OF INSTALLATION. COARSE TEST HOLE INFORMATION [-- SECTION A-A VIEW SECTION B-B VIEW SCALE=NTS 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 CIRCUIT BREAKER NOTES: GALLEY.EXTENDING DOWN INTO THE EXISTING ACCEPTABLE W/GRAVEL EL 1270 GREENWAY EAST ORIENT DESIGN NOTES: MATERIAL(SP SAND). O (5P) 2,0'± 1 1 e137. MAIN BREAKER ELECTRICAL PANEL FUJI CONTROL PANEL �u DATED 08-20-2023 RousEPANEL - WATER IN DEPTH OF TEST HOLE 17.0'± CB Ll-20 AMPS-120VAC FUJI CLEAN CEN-5 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 500 GPD.DESIGN FOR 4-BEDROOM 440 GPD. IVIED TO call BI a,�.,' SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. COARSE FACE OF BMlDINO BROWN HIGHEST EXPECTED TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER wrL1cx1-4•DEEP SAND GROUNDWATER RECOMMENDATIONS. STATEMENT: PENT STAOR cowAcrED EMBED1�Nr STOPPER OR END PWO W/GRAVEL EL FLOOR SLAB OR STRUCTURE SLATEOROOIER - (SF) I O,+ -TE5T HOLE SHOWS FUJI CEN-5 SINGLE LINE WIRING DIAGRAM USE WITH MAC80P BLOWER AND FUJI CLEAN CONTROL PANEL. SLRTABLECCW:R GROUNDWATER ENCOUNTERED ENCOUNTERED AT EL 2.0':t SCALE:NT5 INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. 1 AT EL WATER ENC ENC START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. INTERIOR •••ExlEaloa 4 TEST HOLE INFORMATION M WATERLINE .uw SCALE:NTS Z ( SEPROTANK-- (-+ M_ W MINIMUM CO2-CASTIRON E%TENSION FROM U) V FOUNOATIONBEFORETRANSTNONTOPO LLI,1 ATSM-COMPUANTSDR]SSEWERPIPE ^^> Z CLEANOUT AT FACE OF BUILDING M HATE AL:sa�AeaP�o P 0 Z V z aWl� m�rom�A�N P"E w J w TYPICAL CLEANOUT DETAIL �� :�L M SCALE:NTS � smn �B me LLj p w V)) ..................................................................................................................................................................................................................................................................................................................................................................... CLEANOUT �-' Y O— TO GRADE 12-INCH RISERS TO GRADE La! FFEL 20't EXIS GRADE EL.18.0'± W/SAFETY GRATINGS o � TMP' Q Q C> EXIS GD EL 18'± A ' "�° Z a PROP INV 17'± I 12-INCH COVER MATERIAL SHOV7N ��\�J I I Q 15 �E:.16:°:*.. € ................................... ............................................. .. L�1�J cn :..........................IE:.tiS a's......... c... MIMMU1v1.1z1N0Hl S.TQ.CTRA4 .................................................. �F 41NCH PVC SDR35 MAXIMUM 24-INCHES TO GRADIL : : . . ..:... MIN SLOPE.02'/LF = EXIS GRADE EL.14.0't 4-INCH PVC SDR35 IE:12.2'± ®�® *°4• "°'""'"`° MIN SLOPE.017LF ® En EM ' :FUJI CLEAN CEN-51/A OWTS € a ®�®®®®® ®®®®®®®®®®®®® ®®®®®®®®®®® •. �" -.".~.+ --µ~•0-_�y� DATE:02-05-26 .......................................... �®®®®® .... €.. ..10 ®®®®® IVEV E SCALE' NTS BASE OF CHAMBER EL.8.5'± (3X)4'LEACj ZING GALLEYS SPACED 4-FOOT APART IN LINE DESIGNER:TAO 1(V/4-INCH SDR35 CROSSOVER PIPES �+E4�P0 �>u' --p MINIMUM 3-FOOT SETBACK FROM BOTTOM OF SYSTEM TO :;;;:, L'/ 1 GROUNDWATER,6.5'SETBACK SHOW N � •'" � •^^��� SHEET: 5 10' 20' 80' 90' 100' 110' 120' a _ 2026 HEGW:2't HIGHEST EXPECTED GROUNDWATER2'± I10USE SANITARY ELEVATION PROFILE FUJ190° INLET ADAPTE SCALE:NTS SCALE-NT5 Soutll f Trust n - Board nlstees_____-- Rftbm gLap- ataau WaAi i"�s+ iMa•d SCH D 2 z FD.25 L.D.40 M.D.6(1 PD 66 05' + af' nowt to \ r J ti "P w t- MwYt .Xi.\\\., -' 12 � 9 �t� SiY ) q 2 i Cob 11, a xl w •:. 01 4,._n t 'a r pa,Hn of et,rsaK \ Np, t `� > •� #rr s 'Jlw " ,e ° 'a`�a..s♦-�« 'd � .n ;1 a \ \ � \�`,.'4"\�\•. Vp 16� � x. 1 'it y 5� •9+Pt bS."'--w- M1 --b � ° 1 -3 13R3f ` �„_ � k ',Y:Y e a Is .��, ap. - `., 4...l�{3 b, ,•. ° '' ua s..» � ' ats�`,�r4e3�iF` to _ t� w��5.� �t,b Y�16•1�},., ,.y�. � t « � e�•� � s 's :,. c �.,� u.q � °(7♦,a txt r^qa u� + ek, , €i- eA� ...I N/€13�` e' ,�t e•.1., ee 3•"«:: 1 y4 It ao«. $x rn sy >`a�� y ..E• 2414 T^ �„ J 1 5 �°�--c`'-` ,v. ^Ueb ♦,a ' .> ..,. � -. �9rY S ° � � .y '': 1+� 18 3"P\ .� ' w 12Af a \@ ��``.. ., M•� .q°N,. 4 a�` �",x't va z, r q. _. 'Jp��- e a1 "' . u.zx�. s,z 'a t- - a +�� ,SR 1`' x •"�*b9 �,, � ,..'�a Sri F 7� ° � !"• "4 ,ra �" t ;a,.a•...e Via• � - ,.,, ��i fi~p+`y5a ep as x P bg tl � y.1 •a'a.� � :£. , pz'w � RS=Fain ���\\'\ \\. JE Y ry ! a t'� • 4 J,A A!?k N44 M0. FpHWe nari� 0 b ae f k ZINa, lot a - ¢ Ylgrt°+ tt¢R 0.4 8 'pA�� \ ^,\ aortal te• # \'\ \\ a\\a: �• -,Z'�\�\, \\' e .�",.',d...M,. mod. �., ,.,,: COUNTY OF SUFFOLK©.. N. nonce E __ -- .w..p metro__'__ O —�— :.. x,., R al Property T R,r 1Ken�, �.t,rrwlo°r Y ....r W -- �w —"— ae,a���ar safsau caxrc ° 15 - ws.—__'_- �•w -__-- w:�w:.,are Ix1) - .c rmW„rr ww,tuta'nc P �W. .:� ro 0 a.n.. —_ .._..... rw S eFxx vwetn•wc bn4r2.�6°.. ,» er ESI . ;,; 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Attn: Elizabeth Cantrell Town of Southold Board of Trustees ® L �� LL)Ii 54375 Main Road P.O. Box 1179 Southold, NY 11971 2 1 2026 Re: Pre-Application Meet nghold Town of Trustees 1270 Greenway East Orient, NY 11957 SCTM No.: 1000-015.00-02.00-009.000 Dear Elizabeth, Our client is seeking to build a new house and I/A Sanitary System at 1270 Greenway East, Orient. We kindly request to meet with the Board on site for a pre-application meeting to discuss the proposed project. We will be on site and can be reached at(516)702-8172 the day of the meeting. Please find enclosed the following items: 1. Check for$150.00 made payable to the Town of Southold 2. 1x Original Owner Affidavit 3. Ix Original Owner Authorization Form 4. 1x Sanitary Site plan created by Homeport Engineering, P.C. dated 2/05/2026 5. 1x House Site plan created by Bello Architects,dated 2/25/2026 Should you need anything further, please do not hesitate to reach out. Sincerely, dam - Grace Fischer C)Fr`ice'a��;olr�Lr'�virc,rrrnr�r'iea(;>c�rvir:,as,coit� Cole Environmental Services ovmiNnr.(:olel:iivii•onrviental5erviccs.cori) i Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO MOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. 'IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. fA na e of Property Owner Signature of Property Owner W.ORtrI_TO BEFORE ME THIS DAY OF �1 ONe ,20.Zq IYLA Not ry Public / JOHN P.SANER Notary Public,State of Now Yak W.01 BAWa.MW Qualified in Numaw Caurry r my Comm.Emiree 11rt7110�g t ,aid of Trustees Application AIUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000- 015.00-02.00-009.000 in the town of Orient . New York,hereby authorizes COLE ENVIRONMENTAL SERVICES to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. re6wnerfs Signature Property Owner's Signature Fd S,WORN71 U•BEFORE ME THIS )AY OF 20 2� ER Notary ublic r� ,HN�of Now k No.DIRAP4334M QAffled i+Nusw County My Carom.Eq*m 112?l20��