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HomeMy WebLinkAboutKimdy Realty, LLC Glenn Goldsmith,President: �O��SIIFFU(,�COGyJ Town Hall Annex A.Nicholas Krupski,Vice President :c 54375 Route 25 0 Eric Sepenoski W T P.O.Box 1179 Liz Gillooly �y • ��� Southold,NY 11971 Elizabeth Peeples ��! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 22? Completed in field by: � Karen Hoeg, Es . on behalf of KIMDY REALTY, LLC requests a Wetland Permit to demolish existing single-family dwelling with attached garage, wood deck, swimming pool, timber wall, and frame shed; construct a new two-story, single-family dwelling (1,462sq.ft. footprint), a ±4'x14.3' second-story balcony, ±4'x8' front covered entry platform, 12'x13.2' raised covered masonry patio with a 12'x13.2' roofed over second- story deck above; 4'x4' roofed over masonry landing with steps; two (2) A/C units and a generator on slabs; a 528sq.ft. detached garage with attic storage space; a 13.6'x24' roofed over patio off garage with masonry fireplace and outdoor kitchen/bbq area; 1,902sq.ft. masonry pool patio; 20'x34' in-ground pool; a 5'x5' fenced in pool equipment area; a pool drywell for backwash; pool enclosure fencing with gates; an outdoor shower; proposed I/A sanitary system landward of dwelling; and to establish and perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead with a 4' wide woodchip path to dock. Located: 535 Bay Home Road, Southold. SCTM# 1000-56-5-23 Type of area to be impacted: rtwater Wetland Freshwater Wetland Sound �y 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.: r Present Were: — G�__Goldsmith N. Krup ki E. Sepenoski L. Gillooly Peeples (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N(T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES FOR 400 Ostrander Avenue, Riverhead, New York I1a01 SITE DATA ABANDONMENT OF SANITARY STRUCTURES tel. 631.727.2305 fax. 631.721,0144 AREA - 16,429 SF '�tt� • odmin®youngengineering.com ABANDONMENT IN-PLACE EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE *SUBDIVISION-"WILLOW POINT'FILED IN THE OFFICE OF THE CLERK OF WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE Pp SUFFOLK COUNTY ON JUNE 16,1966 AS FILE NO.4652. 5TRUCTURE(5),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND O / PROPERLY COMPACTING. Howard W. Young, Land Surveyor * VERTICAL DATUM =NAVE)(1988) Thomas 0. Wolpert, Professional Engineer Q i ABANDONMENT BY REMOVAL Douglas E. Adams, Professional Engineer _\ i * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL Daniel A. Weaver, Land Surveyor O\/ * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL SEWAGE WA5TE5 BY A LICENSED HAULER,REMOVING THE ENTIRE 5TRUCTURE(5), Q BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY X * PROVIDED I/A OWT5 CAPACITY =500 GAL COMPACTING. HEALTH DEPARTMENT USE o � N * LEACHING SYSTEM REQUIRED = 300 SFSWA g�,Tsa'�nAL� Q Q ABANDONMENT OF SEWER PIPING �J * LEACHING GALLEYS PROVIDED = 318 SFSWA THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED nr IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. i NOTES ,£ CERTIFICATION REQUIRED 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER w E IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN � _ 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND 5CDH5 PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT CMF REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND LEACHING ,• ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER qr. SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION \ SHOULD ALSO BE CONTACTED. U \ 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF APR FUJICLEAN USA REPRESENTATIVE. ? 'j ^I�^a \ S 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT COVERAGE Srut ld;,)�yO \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE LOT AREA=16,429 5F R{' '('rfInI tors \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(5CDH5)PRIOR TO APPROVAL OF y- " THE I/A OWTS REGISTRATION BY THE 5CDH5 IN ACCORDANCE WITH ARTICLE 19 OF (ALLOWABLE=20%) \ THE SUFFOLK COUNTY SANITARY CODE. EXISTING HOUSE&GARAGE = 1,976 5F = 12.1% \ WOOD DECKS = 507 SF = 3.1% \ I n POOL =604 5F = 3.7% V TOTAL = 3,087 5F = 18.9% NORTHWEST CORNER 40 J \\ / OF ADJACENT HOUSE PROPOSED /\ HOUSE = 1462 SF = 8.9%4'WICE WOOD CHIP PATH GARAGE = 5 5F = 3.2% \ ✓,�,r2 3.78 O COVERED PATIO = 55959 SF = 3.4% \ \ POOL =680 SF =4.1% \ i \\ fib• �t�� 3.53 .71 �oFp TOTAL =3,229 SF = 19.6% 0 CMF GA 0 TEST HOLE DATA of c��� ���P�/ + P h aP 4.38 n b PROPOSED 15' WIDE McDONALD GEOSERVICES a� \ � Q- 0 1 Pti �/ a. ,,;r� 's, L 1/23/2024 \ 6P °�° ,� o NON-TURF BUFFER 3.92 , EL=7.5 MIXED SAND 0 0� \ ><'�° o�' \ 'f----6 _ ,. �`' - - - - SURVEYORS CERTIFICATION a O 't ! yoKwaa,,Is o LOAM.FINES P VCF }.v + 4.0' ba Q 6\�9 } } 4c,, �7.94 4 4 i0.6'H, *WE HEREBY CERTIFY TO KI M DY REALTY & EQUITY 'I GREY CLAY J 03� /` .}; } :+ + SETTLEMENT SERVICES CORP. THATTHI5 SURVEY WAS o (CH) ���\ � � � 1}} j}> �Qoo���o \ 7 99 I �9 DRAINAGE CALCULATIONS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS GW EL=1.8 5,7' \ O t`�oPv O� ��?y8`� } }, ������° � i` ;*' - ' 1 F, hey ADOPTED BY THE NEW PORK STATE ASSOCIATION OF PRO F55iONA►.LAND N GREY CLAY \ G �y OF 1 / )} p�� /r r / �4.6`'+ _5.0 �D c-o � c<` # o Dc� } '� 5.56 -_^-+ In^� VOLUME REQUIRED(ROOF AREA 1) SURVEYORS. [`s:: ✓ 3 (CH) ��•9 �' 'iO 'L '/ ,o .� \� }}>> `Q `' p�' 836 5F x 2/12 x 1.0 = 139 CF 16.0' S 4 'P } } �.13 0 ,x'k P c N WATER IN \ \� 'k�'�/a.� �,. O,o ,� } r f,�.P r2f uP ro M VOLUME PROVIDED I - o VARIOUS �C/ A y,P O } O W i r O_ '•`_ i �P F `� } }� .� A s.3s `s, 18 USE NEW DW#1: c oOLOR \ P�/ \ GFL �` 'YG CQ 9 `�;+ c8 O O + N ° \ �' \ 2 ;q c�` , b, } o, O s� F 8' DIA.x4' DEEP DRYWELL = 169 CF _ M SAND&CLAY 'POPti/ 7.4�z IPF 1_ . o (SG 6 CH) s O °� tL� titi• }} >? A 11` p 48 Q �j�s IPF Q 5 � \ } .o a6 � 9r� ) 6` VOLUME REQUIRED ROOF AREA 2 r� e a �� O ° G }} -�0 9.97+r }}J Q ( ) „ALA Q �. BROWN FINE �2 QUO G�\ r v ��3 ,e cS`�O"0 \ i > �' 1,712 SF x 2/12 x 1.0 = 285 CF TO MEDIUM e, 5� �T �9 OP��Q ti9�N >� FOR POOL EQUIPMENT CE E VOLUME PROVIDED � SAND o G -F y . \ �AUSE NEW DW#2&DW#3 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 ` "f , �1 ' F o`ZG `;y`' r, \� rs 9.86 `` � �6 \ 'LS Q FRAME SHED TO l� !, I l� a (sP) 54.0' \ o° `��' "'FFG r✓ °2�r s3 '� �e ,a BE REMOVED (2)8' DIA.x4' DEEP DRYWELLS = 338 CF DANIEL A.WEAVER,N.Y.S.L.S.NO.507714 ' HIGHEST EXPECTED \ 2P�s1P1 �.35 ^ * 4�, °' �`� �; `� 8,DWI 1�8�'1� VOLUME REQUIRED(DRIVEWAY) GW EL=1.8 \ Poy,� � ?''2 `S�O� b� n 20S �'� s Z q ��ti \\°�� 868 SF x 2/12 x 1.0 = 145 CF SURVEY FOR / 6.70 p VOLUME PROVIDED \ S *�\,�\ \� `�` �� \T� USE NEW DW#4 KIMDY REALTY ��\ $ o�> l \\� \F 8' DIA.x4' DEEP DRYWELL = 169 CF \ so, , 6.67` �;Jl , 43 ,2 � °� T" ° \\ LOT 21 "WILLOW POINT" o,/ o 7.46 5+ 01 \ at Arshamoma ue, Town of Southold \ ���tiG / +5.57 1\ O� tN o,L s \ NORTHEAST CORNER q \� OF ADJACENT HOUSE Suffolk County, New York 9�` +6.58 `o`o2F 0 \ ti O ��� SPS A��°� 9a;°o I5�,a�o�e�\ 6VILDING PERMIT SURVEY (V \ /Q LN AO a �� a \ l`'j' y tT� �� C"`�. � County Tax Map District 1000 Section 56 Block 05 Lot 23 LEGEND \ F�� `�C'O�G ti ti o \ �s �ti PQ s ti\ 0�20 cs FIELD SURVEY COMPLETED OCT.17,2023 �2 9 -0 2�F MAP PREPARED JAN.17,2024 CLF =CHAIN LINK FENCE CMF =CONCRETE MONUMENT FOUND \ 9 A.CMS =CONCRETE MONUMENT SET 1r ti 'ram s F Record of Revisions EOP =EDGE OF PAVEMENT \\ 9�ti s� REVISION DATE PIP FOUND 4 \ 4 SP DATA AVG.14,2024 IPF IRON E s�j \ i 0 GENERAL AMENDMENTS SEP.05,2024 OL =ON PROPERTY LINE \ s O J � oo\ SCDHS NOIA#1 SEP.16,2024 PVCF =PVC FENCE \ 2�`P� / �(N BP DATA FEB.04,2025 RO =ROOF OVER / A O YY SPF =SPIKE FOUND \ 9�moo` pD\ '1 WIF =WIRE FENCE `r �4 \ O WMR = WATER METER \ W WSF =WOOD STAKE FOUND m W55 =WOOD STAKE SET V' 30 0 15 30 60 90 UTILITY POLE _ >;x =LIGHT POLE 39 27' Scale: 1" ' 30! a • =END OF DIRECTION/DISTANCE R�25.00' JOB NO.2023-0206 DWG. 2023_0206_bp3 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N(T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(5)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS- (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIct01 NOTES: tel. 631.127.2303 fax. 631.721.0144 I. CONCRETE 4,000 P51 ® 28 DAYS admen®youngengineering.com 2. REBAR TO BE ASTM A-615 GRADE ` ,L `�� L' [�� r � bo 9 ,tr[1' (YTY 9(y'IYR�, 3. WELDED WIRE FABRIC ASTM A-155 4. DE516NED FOE AA5HTO H5-20 LOADING Howard W. Young, Land Surveyor 5. TOP SLAB AND WALL ARE Thomas G. Wolpert, Professional Engineer 7'-10" MONOLITHIC Douglas E. Adams, Professional Engineer b. THE 51DEWALL AREA 5HALL BE Daniel A. Weaver, Land Surveyor 8-6" EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HE16HT OF THE PRECAST LEACHING (EACH SIDE) GALLEYS HEALTH DEPARTMENT USE ®® ®®® p ®® ®®® N ® ® N SWEET AIR VENT GAP ®®®®® ® ®® MFG BY TUF-TITS 1' r MIN FROM ANY 4'-9M 8'-6" OR OR WINDOW) LEACHING HOLE SIDE VIEW (TYP) END VIEW 9' FIBERGLASS LOCKING FRAME HOUSE STORYPVC ® AIR LINE COVER 3005-RC 4 RISER F BEDROOMS) 0% MIN. TO BLOWER MFG BY POLYLOK LEACHING GALLEY FFEL=I O RIM=q.O NT5 RISERS 8 COVERS WITH SAFETY LIDS 35' 10' T 2MF6 BY TUF-TITE OR 4" PVC ® 4" PVCREONST i? APPROVED EQUAL 1.00% MIN. 1.00% MIN. TOP 5LABC0 CRAWLSPACE 01.5 i RIM=�1.3 EL=5.0 SLAB EL="I.8 i GONG. COVER O 2 -------AIR LINE---gyp IE=6.40 �B" VENT IE=6.05 IE=5.70 IE=5.60 IE=5.50 N HOLE LEACHING LEACHING CONNECT 3" PVC, VENT LINE IE=6.22 2' DIA. POLYPROPYLENE BOT=4.0 GALLEY GALLEY TO VENT HOLE IN OW5T DISTRIBUTION BOX SEE DETAIL FOR PROVIDE GLEAN OUT AT OWT5 COMPONENTS MFG.BY POLYLOK 8'-6" Z FACE OF BUILDING MDL'K501-I-G24 OR APPROVED EQUAL iv g H16HE5T EXPECTED 6W EL=I.e BOT=1.5 PROVIDE END GAP LEVELING DEVICE MDL#5L-4 MFG BY LEACHING FIELD 500 GAL. I/A ONTS TOTAL OF (6) G-ALLEYS TUF-TITE OR APPROVED NOTE: ALL CONDUITS BETWEEN PANEL AND MDL. GEN-5 MFG. BY FUJIGLEAN USA EQUAL FOR ALL DISTRIBUTION 318 SFSNA BOX OUTLET PIPES TREATMENT TANK MUST BE SEALED TO PREVENT GAS LEAKAGE INTO PANEL. FOR WIFI COMMUNICATION DEVICE; USE ALARM/CONTROL PANEL MDL#1045040 ENGINEER'S CERTIFICATION HYDRA LIL I G PROFILE CONTROLLER "C" MFG BY SJE RHOMBUS M ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL PANEL MDL#1041q T2 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY CONTROLLER "A" M� MFG BY SJE RHOMBUS DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, N SITE AND GROUNDWATER CONDITIONS,ALL FACILITI ASPRO dED, i CONTROL PANEL MOUNTED CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF E' L'fH'SERVICES Y 3.1 -1/2' VENTILATION PIPE CHAMBER Volume(gal) D N 4"x4" PRESSURE CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE:,;' SCUM BAFFLE TREATED WOOD POSTS 8 1 Sedimentation Chamber 277 1 N of -10 Q Anaerobic Filtration Chamber 278 o -10 t'-7 -o Q Aerobic Contact Filtration Chamber 127 M ECIRCULATIDN Storage Chamber 63 INSULATED Q Disinfection Chamber 4 AIR WEATHER i AIR LIFT PUMP ? & © ISINFECTION Total Volume 749 BLOWER E-515TANT HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n w CYLINDER (OPTIONAL) m BLOWER THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 4' INLET PIP ' OUTLET PIPE ! ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 SPECIFICATIONS i A ® A Anaerobic Media PP/PE Filling Rate 32% FIN. GRADE Board Type Aerobic Media PVC/PP/PE Filling Rate 16% © Aerobic Media PP/PE Filling Rate 57% ELECTRIC SUPPLY Blower 2.8 cfm TO BLOWER SURVEY FOR (2 AIR LIFT FFLUENTPUMP TO FUJIGLEAN Tank FRP INLET BAFF �- Q3 Piping PVC/PP/PE OWT5 SPLICE BOX KIMDY REALTY Access Covers Plastic/Cast Iron LEGTRIGAL SUPPLY FUJIGLIEANI OWTNE O Disinfectant(Optional) Chlorine Tablets RECIRCULATION PIPE LOW BAFFLE __f 1/2- AIR INTAKE CONTROL PANEL 4 BLOWER LOT 21 "WILLOW POINT( FLOW OPENING (TYP. (CLEANING OPENING) B E SCALE: NT5 at Arshamomaque, Town of Southold N PLAN VIEW Suffolk County, New York ISINFECTION 4' MANHOLE o 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) LOW OPENING METER BUILDING PERMIT SURVEY Cq INCOMING SERVICE a 1'-2' ❑ARD TYPE DEDICATED County Tax Map District 1000 Section 56 Block 05 Lot 23 o CONTACT MEDIA o a LT SJ: = 15 AMP BREAKER FIELD SURVEY COMPLETED OCT.17,2023 MAP PREPARED JAN.17,2024 © 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY MAIN #12-2 AN6 WITH 6ND IN I" PVC CONDUIT Record of Revisions � SERVICE REVISION DATE 5'-5' O 5'-5' ECIRCULATIDN PANEL ELEC. CONDUIT SP DATA AVG.14,2024 ASSEMBLY GENERAL AMENDMENTS SEP.05,2024 4'-46' 4,-3�' 4,-2k OWT5 WIRING PER MFG. SCDHS NOIA#1 SEP.16,2024 HARDWIRE BP DATA FEB.04,2025 O Q 3 EROBIC MEDIA a _ o ERATION ASSEMBLY r GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN CONTROL AIR BLOWER AERATOR SECTION A-A VIEW SECTION B-B VIEW PANEL Scale: NTS o. I/A OWT5 MDL. GEN-5 MFG. BY FUJIOLEAtN U5A ELECTRICAL ONE—LINE DIAGRAM JOB NO.2023-0206 DWG. 2023_0206_bp3 2 OF 3 (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 9EC110H 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT ID BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York Ilai01 tel. 631.727.2303 fax. 631.727.0144 odmin@youngengineering.com T'11 t Tt t- Howard V4. Young, Land Surveyor t n ! e Thomas G. Wolpert, Professional Engineer FUJICLEAN CEN SERIES ° . ,p ,. _,; �,.;r"• ,,, ,. .a " " Douglas E. Adams, Professional Engineer MODELS AS PREVIOUSLY APPROVED FOR USE BY SCDHS Toward Clean Water... Daniel A. Weaver, Land Surveyor 0 ALL MATERIALS SCHEDULE 40 PVC(TYP) HEALTH DEPARTMENT USE C-EAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) ADAPTER& PLUG(TYP). MUST INSTALL CLEANOUT TO GRADE IN 4.87" ACCORDANCE WITH —4.53" SCDHS STANDARDS (SEE INSTALLATION GUIDANCE a NOTE 7). TOP VIEW WITH DIMENSIONS(TYP) TOP VIEW(TYP) 06.24" OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a 4"LONG STUB OF 4"SCHEDULE PIPING EXTENDED 40 PIPE CONNECTED TO FUJI UP TO GRADE CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) 90 DEGREE LATERAL INLET VIEW(TYP) 3 INLET PORT ADAPTER ALL {� PORTS ARE u 4"OPENINGS (TYP) 7.03" 55^ SIDE VIEW WITH 6.23^ 7DIMENSIONS(TYP) ❑ 0 �. 1.97" tSIDEVIEW(TYP) 4.87" EXTRA I N LET 7 34" 4.53" 4"SCHEDULE CAPPEDVI4 ENGINEER'S CERTIFICATION 3 ADAPTER&PLUG OR CAP(TYP) I HEREBY CERTIFY THAT THE WATER SVPPLY(S)AND/OR SEWAGE DISPOSAL EUJIGLE,4N INLET ,4D,4PTER � SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY o DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, N SITE AND GROUNDWATER CONDITIONS,ALL FACILITI RS)I;RQPQSED N CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF EALT}-I SERVICES)r"t.'• OUTLET SOLVENT WELDED TO 4" CONSTRUCTION STANDARDS IN EFFECT AS OF THI bA,TF:' t. 8 LONG STUB OF 4"SCHEDULE 40 U M PIPE CONNECTED TO FUJIN CLEAN CEN UNIT(TYP) HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 1.The Fuij!Clean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard schedule 40 fittings. 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. SURVEY FOR LATERAL 3 INLET PORT ADAPTER ALL PORTS 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip KIM�Y REALTY ARE 4"OPENINGSJ cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. (TYP) 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded LOT 21 "WILLOW POINT" into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. E 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of at Arshamomaque, Town of Southold N the adapter and prevent any settling or strain on the adapter orFujiClean unit. Suffolk County, New York FUJICLEAN CEN SERIES 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. o MODELS AS PREVIOUSLY 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR BUILDING PERMIT SURVEY APPROVED FOR USE BY SCDHS SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL N OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." a 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. County Tax Map District 1000 Section 56 Block 05 Lot 23 1.Square pipe ends,chamfer and remove all dirt. FIELD SURVEY COMPLETED OCT.17,2023 S 2.Check d fit of pipe and fitting.Pipe should easily o 1/3 of the way into the fitting.If pipe bottoms,it should be snug. MAP PREPARED JAN.17,2024 d dry P�P 9• P Y 9 Y� 9• P�P 9• 3.Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a natural bristle brush or roller. Record of Revisions 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. REVISION DATE 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. SP DATA AUG.14,2024 Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. GENERAL AMENDMENTS SEP.05,2024 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. SCDHS NOIA#1 SEP.16,2024 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. SP DATA FEB.04,2025 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out—longer at low temperatures.Wipe off excess. 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Lcnger cure times may be required at temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. a NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, o relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. } m c Scale: NTS a JOB NO. 2023-0206 DWG.2023_0206_bp3 3 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.(ERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES FOR 400 Ostrander Avenve, Riverhead, New York 11901 tel. 651.127.2505 fax. 651.127.0144 SITE DATA ABANDONMENT OF SANITARY STRUCTURES odmin@youngengineering.com AREA = 16,429 5F ABANDONMENTIN-PLACE EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE �Q *SUBDIVISION-"WILLOW POINT'FILED IN THE OFFICE OF THE CLERK OF WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE O / SUFFOLK COUNTY ON JUNE 16,1966 AS FILE NO.4652. STRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND Howard N. Young, Land Surveyor PROPERLY COMPACTING. Thomas _. Nolpert, Professional Engineer O / * VERTICAL DATUM =NAVD(1988) Douglas E. Adams, Professional Engineer / ABANDONMENT BY REMOVAL Doniel A. Weaver, Lond Surveyor QO\ NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL / * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE 5TRUCTURE(5), % („ / BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY HEALTH DEPARTMENT USE O J * PROVIDED I/A OWTS CAPACITY = 500 GAL COMPACTING. nInwA�onatc JO * LEACHING SYSTEM REQUIRED = 300 SFSWA ABANDONMENT OF SEWER PIPING * LEACHING GALLEYS PROVIDED =318 SFSWA THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION 15 CONTEMPLATED NOTES IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. y 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. CERTIFICATION REQUIRED THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER 2,THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND 5CDH5 IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN CM REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER OCT 2 \ DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION \ 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A SHOULD ALSO BE CONTACTED. FUJICLEAN USA REPRESENTATIVE. card off uste _Board of Trastees 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE �T \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE j� \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF \ THE I/A OWT5 REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. \ A NORTHWEST CORNER W > E \ / OF ADJACENT HOUSE3.78 \ / 3.53 a� 3.71 Cpra'Ac0 s y�f SJn ��- \.o J �P � �� o � (CMF O\1F Jy�� `` �``� TEST HOLE DATA o oo ��j ;;� °*\ McDONALD GEOSERVICES \ \� ��L P�� Ay�j�' o�tio °�° 4.39 1/23/2024 \ .LO �� 0P 5.2y - O� •t�\O . '< \ 5.25+ .' 6.86. 6.97 Lot il .e 6 U EL=7.5 MIXED SAND 0.0' \ �a� Qo \ `,f____6_-- {, Subdivision cFq 3"92 - - - - SURVEYOR'S CERTIFICATION i J 3� -- r,, 45 B II O gomtp also a(c LOAM,FINES \ Gj \O */ 1 Wrtlow Point � PVCF 4 0' ���` n s: Gt Xt7.94 \` 4.45 R' a6'W *WE HEREBY CERTIFY TO KI M DY REALTY Sc EQUITY �I GREY CLAY \.,�`.",..., ci`' i. r ° 0'-<,o �. N (CH) \ �K01 oc�� \ r Q \'� \ l SETTLEMENT SERVICES CORP. THAT THIS SURVEY WAS �I GW EL=1.8 5•7' aP� •� s '9 a \ 7.99 t PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS \ `` °8 \ + 1 5 10 °� "" - LOT COVERAGE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFE55I L LAND o WATER IN F o FLO \ 7• FS ' a SURVEYORS. a GREY CLAY \ ° Gj 'r' �o \ tb�c Ctia �� g% + 5.0 �O O c �•� i o Dc o F� f~ 5.5s <, =, + tc� M LOT AREA=16,429 SF L: f WATER IN 16.0' \ ��2 ��aC l G POA 9 p°`�� �R491 i'J p� ' // PVCFUPTo V�oM (ALLOWABLE= 20%) CJ �R -[} f�l✓ 'N VARIOUS /j g G�9Q O y \`l OA `6 1.8'W EXISTING yp� lw:�� COLORS \ to�P \ 8.23 C� y sc<` o '_8 \ O + A S o CLAYEY \ aP� \ GFFUI �.9�''� O �, b9 �• O HOUSE&GARAGE = 1,976 SF = 12.1% i SAND&CLAY O !� -, x +v' 4 \ �� IPF WOOD DECKS =507 SF = 3.1% n 7� 0 sG&cH 48.0' IPF K`f Qpy�� \ ,0 6 \\ A` POOL =604 SF =3.7% ` jv ,: WATER IN F Q0 P (,� \ , 'i` 3 c' Oo TOTAL � P �� Q `� 2°� ,� s p=`.n,, I \ cfl c° = 3,087 SF =18.9% /I`` /i J BROWN FINE <S` L �� f7 S A \ 1 <c� �O 9S -}_ �• ; TO MEDIUM 6� c �J. , �TyO y O� FQ ti''? \ �5� 0 8 C)3 4�," SAND otic �o C°�ti� ° �," \ `� �s s.8s �.Gs���' A°�°�O \\ Q� FOP �° PROPOSED HOWARD W.YOUNG,N. . .L.S.NO. 893 (sP) 54,0' \ PF y FK ' �*Fo tom Ao2�r�9 0`� ` s'�As gea � 0- HOUSE = 1462 SF =8.90% DANIEL A.WEAVER,N.Y.S.L.S.N0.50771 .. S U \ o TH 2 o. ,i ° �i m 5 o \O� ti� GARAGE = 528 SF = 3.2/ HIGHEST EXPECTED �d f' P��P� �' +7.3s ^ �,_ o. �Ie tiF 1�0 ,,0 PORCH DECK = 559 SF = 3.4°/'� Q� j , Lill �,s4 ° GW EL=1.8 \�F� 0 2° a° .L \Ar POOL = 680 SF =4.1% SURVEY FOR o 2 3 N 6� rs 2 2 ._ Gj \ \ � S?i,P\ s+o * �\�'�<P> G 3 \�', 0 ��� 5 � TOTAL = 3,229 SF = 19.6% ti•�+5\58 �o��`> � \�,,�* ' � s \tip KIMbY REALTY < < \7.68 + \ 6.6 43 \\\ LOT 21 "WILLOW POINT' \ +s.s7 � \ a o MtN ° Is, 2�'. :� NORTHEAST CORNER q at Arshamoma ue, Town of Southold M * \� \� \\ OF ADJACENT HOUSE Suffolk County, New York +6.58 �S�F0 °LZo�p9T 5��a�o� \ \ vo SPS US 'Y�o 9� 02 � BUILDING PERMIT SURVEY \ % � �4 T \ 0 \ County Tax Map District 1000 Section 56 Block 05 Lot 23 LEGEND o gong1 v ataori°!s \ F� �Op�G� j F D CLF = s�ti 'L1� AS FIELD SURVEY COMPLETED OCT.17,2023 g MAP PREPARED JA .17,2024 CHAIN LINK FENCE CMF =CONCRETE MONUMENT FOUND \ LL9Pj o,\ Record of Revisions CMS =CONCRETE MONUMENT SET EOP =EDGE OF PAVEMENT \ �,9 sc,s�, \ D REVISION DATE IPF =IRON PIPE FOUND �ti 0" O P BP DATA AUG.14,2024 s \ � GENERAL AMENDMENTS SEP.05,2024 OL =ON PROPERTY LINE s O -0, / ' �A`� SCDHS NOIA#1 SEP.16,2024 PVCF =PVC FENCE \ �c<,R� po\ RO =ROOF OVER / A SPF =SPIKE FOUND \ 9�BOG _w1 �( WIF =WIRE FENCE `r F \ O WMR = WATER METER \ ` W WSF =WOOD STAKE FOUND XF WSS =WOOD STAKE SET GO UTILITY POLE 30 0 15 30 60 90 =LIGHT POLE C'39 27f Scale: 1" ' 30' • =END OF DIRECTION/DISTANCE Rc25.00' JOB NO.2023-0206 DWG. 2023_0206_bp3 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOUTON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND IRE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)!CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. _ —1-9 -� 400 Ostrander Avenue, Riverhead, New York IIa01 NOTES: tel. 631.727.2303 fax. 631.72-7.0144 I. CONCRETE 4,000 PSI @ 28 DAYS admin®youngengineering.com 2. REBAR TO BE ASTM A-615 GRADE(00 ``` � �� `��• L ��� 3. WELDED WIRE FABRIC ASTM A-155 L4.ODNED FOE AASHTO H5-20 ADING Howard W. Young, Land Surveyor 5. TOP SLAB AND WALL ARE Thomas C. Wolpert, Professional Engineer MONOLITHIC Douglas E. Adams, Professlonal Engineer b. THE 51DENALL AREA SHALL BE Daniel A. Weaver, Land Surveyor 8-6 EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING (EACH SIDE) N GALLEY5 �2'--{ HEALTH DEPARTMENT USE Z D ®® ®®® N ® ® N 51,NEE7 AIR VENT GAP MFG BY TUF-TITE (5, MIN FROM ANY DOOR OR WINDOW) SIDE VIEW LEACHING HOLE END VIEW (TYP) 9' FIBER.61-A55 LOCKING FRAME 4" PVC ® AIR LINE COVER 3008-RG 8 R15ER F BEDROOMS) 2.00% MIN. RISERS � GONERS TO BLOWER MFG BY POLYLOK LEACHING GALLEY FFEL=11.0 RIM=Q.O TUTS T WITH 5AFE7Y LIDS 35' 10' TZ MFG BY TUF-TITE OR 4" PVC ® 4" PVC RECAST co APPROVED EQUAL 1.00% MIN. 1.00% MIN. P iI CRAWL SPACE EL=01.5 I RIM=13 EL=5.0 SLAB EL=7.b I GONG. COVER O 1�- FL r05E NE----"p IE=6.40 NT IE=6.05 IE=5.70 IE=5.60 IE=5.50 iv LEACHING LEACHING 1 BOT=4.0 GALLEY GALLEYCONNECT 3 PVG VENT LINET 2 DIA. POLYPROPYLENETO VENT HOLE IN OWST AIL FOR DISTRIBUTION BOXPROVIDE GLEAN OUT AT PONENTS MFG.BY POLYLOK 8'-6" Z FACE OF BUILDING MDL#5017--24 OR APPROVED EQUAL. N HI6HE5T EXPECTED GW EL=1.5 BOT=1.5 PROVIDE END GAP LEVELING DEVICE MDL#5L-4 MFG BY LEACHING FIELD 500 GAL. I/A OWTS TUF-TITE OR APPROVED TOTAL OF (b) GALLEYS MDL. GEN-5 MFG. BY FUJIGLEAN USA EQUAL FOR ALL DISTRIBUTION 315 SPSWA NOTE: ALL CONDUITS BETWEEN PANEL AND BOX OUTLET PIPES TREATMENT TANK MUST BE SEALED TO PREVENT 6A5 LEAKAGE INTO PANEL. FOR WIFI COMMUNICATION DEVICE; USE ALARM/CONTROL PANEL MDL#1045040 HYDRAULIC PROFILE CONTROLLER "G" MFG BY SJE RHOMBUS ENGINEER'S CERTIFICATION ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SVPPLY(S)AND/OR SEWAGE DISPOSAL PANEL MDL#1041Q72 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY Cq CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, MFG BY 5JE RHOMBUS N SITE AND GROUNDWATER CONDITIONS,ALL FACILITI tt P i CONTROL PANEL MOUNTED CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF E`AE?1, -ERV�IC�SA✓.�.' 3 -1/2' VENTILATION PIPE CHAMBER Volume(gal) D N 4"x4" PRESSURE CONSTRUCTION STANDARDS IN EFFECT AS OF THI A �T�� r SCUM BAFFLE B o -10 1 Sedimentation Chamber 277 mC� (,' (J ` TREATED WOOD POSTS Z v ti Mi Q2 Anaerobic Filtration Chamber 278 y N -10 -7 -o Q Aerobic Contact Filtration Chamber 127 ? °; �x' : N RECIRCULATION Q Storage Chamber 63 INSULATED " �'�? „ C,jv a✓ ` ; AIR LIFT PUMP Disinfection Chamber 4 — © Z AIR WEATHER a ISINFECTION Total Volume 749 BLOWER RESISTANT © HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n �) q ;_ ✓ ` J CYLINDER (OPTIONAL) THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 C) BLOWER 4' INLET PIP OUTLET PIPE ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 9 SPECIFICATIONS ; A a _ A Anaerobic Media PP/PE Filling Rate 32% FIN. GRADE Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Aerobic Media PP/PE Filling Rate 57% ELECTRIC SUPPLY Blower 2.8 efm TO BLOWER SURVEY FOR FFLUEN Q AIR L FTTPUMP Tank FRP TO FUJIGLEAN INLET BAFFLEi 3 OWTS SPLICE BOX O Piping PVC/PP/PE AIR LINE TO KIMDY REALTY Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets EGTRIGAL SUPPLY FUJIGLEAN OWTS LOT 21 "WILLOW POINT" RECIRCULATION PIPE LOW BAFFLE � 1/2' AIR INTAKE ) L CONTROL PANEL � BLOWER FLOW OPENING (TYP, (CLEANING ❑PENING) B E SCALE: NT5 at Arshamomaque, Town of Southold PLAN VIEW Suffolk County, New York I 4' MANHOLE a 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION CYLINDER (OPTIONAL) METER LOW OPENING BUILDING PERMIT SURVEY N INCOMING SERVICE m 1'-2' BOARD TYPE DEDICATED County Tax Map District 1000 Section 56 Block 05 Lot 23 o CONTACT MEDIA o L ;�� T _ 15 AMP BREAKER FIELD SURVEY COMPLETED OCT.17,2023 9 - MAP PREPARED JAN.17,2024 © 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY MAIN #12-2 AWG WITH GND IN I" PVC CONDUIT Record of Revisions ® 5'-5' Q Q 5'-5' ECIRCULATION SERVICE REVISION DATE ASSEMBLY PANEL ELEC. CONDUIT BP DATA AUG.14,2024 Q OWT5 WIRING PER MFG. GENERAL AMENDMENTS 5EP.05,2024 4'-4 4'-3 4'-2 SCDHS NOIA#1 5EP.16,2024 HARDWIRE © Q 3 EROBIC MEDIA a _ o171 ERATION ASSEMBLY GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN CONTROL AIR BLOWER AERATOR SECTION A-A VIEW SECTION B-B VIEW PANEL Scale: NTS a I/A OWTS MOIL GEN-5 MFG. BY FUJ I GLEAN USA ELECTRICAL ONE—LINE DIAGRAM JOB NO.2023-0206 DWG. 2023_0206_bp3 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AR:NOT TO BE USED TO ESTABUSH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Oft EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDING INSTITU M CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)di CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IICIOI tel. 631.72.7.2303 fax. 631.127.0144 odmin®youngengineering.com a . Howard W. Young, Land Surveyor d FUJICLEAN CEN SERIES r rl £" , Thomas G. Wolpert, Professional Engineer .d ! ..w.: MODELS AS PREVIOUSLY Douglas E. Adams, Professional Engineer APPROVED FOR USE BY SCDHS Toward Clean Water... Daniel A. Weaver, Land Surveyor ALL MATERIALS SCHEDULE 40 PVC(TYP) HEALTH DEPARTMENT USE CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) ADAPTER&PLUG(TYP). MUST INSTALL CLEANOUT TO GRADE IN � 4.87" ACCORDANCE WITH 4.53" SCDHS STANDARDS(SEE p INSTALLATION GUIDANCE �y a�)a NOTE 7). TOP VIEW WITH DIMENSIONS(TYP) TOP VIEW(TYP) 06.24" �N D OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a 4"LONG STUB OF 4"SCHEDULE PIPING EXTENDED 40 PIPE CONNECTED TO FUJI UP TO GRADE CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) 90 DEGREE LATERAL CINLET VIEW(TYP) 3 INLET PORT ADAPTER ALL PORTS ARE Q 4"OPENINGS 6.55" SIDE VIEW WITH F--6,23"-7DIMENSIONS(TYP) 1.97" SIDE VIEW(TYP) 4.87" EXTRA INLET 7 34" 4.53" CAPPED 4"CHEDULEI4 ENGINEER'S CERTIFICATION ADAPTER&PLUG OR CAP(TYP) I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 1=UJ I GLE,4N INLET ,4D,4PTER q0 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY of DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, N SITE AND GROUNDWATER CONDITIONS,ALL FACILITI ,A5 PROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF EALTH SERVICES OUTLET SOLVENT WELDED TO 4" CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE. LONG STUB OF 4"SCHEDULE 40 n PIPE CONNECTED TO FUJI N CLEAN CEN UNIT(TYP) , ►� N %s' ^'.r !l Ile. 0 N a HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard schedule 40 fittings. 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. SURVEY FOR LATERAL 3 INLET PORT ADAPTER ALL PORTS 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip KIM DY REALTY ARE 4"OPENINGS cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. (TYP) 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded LOT 21 "WILLOW POINTY into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. E 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of at Arshamomaque, Town of Southold o the adapter and prevent any settling or strain on the adapter or FujiClean unit. Stiff OI k County, New York FUJICLEAN CEN SERIES 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. MODELS AS PREVIOUSLY 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR BUILDING PERMIT SURVEY N APPROVED FOR USE BY SCDHS SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL N OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. County Tax Mop District 1000 Section 56 Block 05 Lot 23 1.Square pipe ends,chamfer and remove all dirt. FIELD SURVEY COMPLETED OCT.17,2023 S 2.Check dry fit of pipe and fitting.Pipe should easil/go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. MAP PREPARED JAN.17,2024 3.Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a natural bristle brush or roller. Record of Revisions 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. REVISION DATE 6.Apply a thin coat of cement to the inside of the filing;avoid puddling of cement. BP DATA AUG.14,2024 Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. GENERAL AMENDMENTS SEP.05,2024 7.Assemble parts QUICKLY.Cement must be fluid If cement surface has dried,recoat both parts. SCDHS NOIA#1 SEP.16,2024 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. 9.Hold pipe and fitting together for 30 seconds to pevent pipe push-out—longer at low temperatures.Wipe off excess. 10.Allow 15 minutes for good handling strength an(2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. 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NAILS.IGOO OL. DIE E 4a• PLATE HIT1(4)3/4• 1/4' P I ATI VERTICALLY VERTICALLY O PRE-DRILLED r LEVELM6 RATE IFT ONLY) BLOCKING,o 0 0 ARCHITECTURE.PLLG MIK ro BE SAME SIB STIO✓POST PROVIDE COWIRETE 3'COV� AS COLJMN BASE GOTatE:sTRD GONIFLTED HO DOOy,� STUDS/P05T PH,631DI6551D ALL ARQIND COL" RATE TO TRANSFER YEAR ISTALLAMON HDUS-SM5 HOLD HPUS-SD525 HOLD PLATE r m mm o DOWN ANCHORS BY (41�AHCHOR B0.75 SFRM GRDUf o o S DEIRALL 5 �:DIESCLARGHITEGTI6MAILLOM SIMP50N' 1/Y EXPANSION A 2-IbD o L4AL3- THROUGH BOLT(2)s/D• dip YI�L' THROUGH BOLT(2)SYW WITH M L T E�MBR. )DINL Fll1Ht ALL clotI O•N e 4 �� DIAM.MACHINE BOLTS IN I W0 AM.MACHINE BOLTS IIDI WAVERLY AVE.NDLT5VILLB,NY 1174Z TOP OF ARLULD FOOIINE; NAI10.OL. o Y2 MVlvaHNER.N/T OOEM CONCRETE SLAB TYP• o WASHER 4 HUT I: . J ' • S/W THREADED HRRE O BOO S/D•THREADm ROD FROANCHOR BOLT ��.,A:.II .4•' REFER t0 ( BOTTOM PLATES, N BOTTOM PLATES ❑O FIE4RE B OF < •.i •'f� :• 2018 WFCM FLOOR/RIM JOIST 4 FLOOR/RIM JOIST PROJECT TITLE. '5NFP5DN STRONG-TIE*I,M-SVW o PROPOSED DWELLING 9 31 Hwr TV. SIWWN STRONG-TIE FIDUS-SD52.9 PROP05ED DETACHED C2)TOP PLATES _ ] ILL PLATES GARAGE b 4 4 EACH HAY Sft PLAN STUDS/POST TYP. INTERIOR 5TEEL n COLUMN 4 FTC. DETAIL /-1HOL D DOWN GONNEGTION ^HOLD DOWN CONNECTION /1H0 N.T.S. •ALL GORI�R9 6 ANY BREAK IN WALL •ALL CORI'I£RS i ANY BREAK IN WALL I ALL CORNER$ AAN(BREAK IN WALL PROJECT LOCATION: EsREAT13i THAN 4'-0' CHEATER THAN 4'-0• ISREATM THAN 4'-0• 555 BAY HOME ROAD., HOLD DOWN WALL B 12'-0' SOUTHOLD,NY CONNECTORS 0 f.ORLERS,TYP:REFER 7•T S'-0' 73• SEOMON R3O4&ARASES, 4.4 P.T.POSTS ON P.G. ALv. E TO ENOBD 'ro~' � R309.1 BOOR SURFACE. CON EGTOR GRADE,.DETAIL PETAL CLIP TO DETAIL SHEET A-9. GO TTOMO F AS PER DETAIL SHEET A•II,TYP. _ (BORON OP PTGS TO RgT ON ROSTLRBED S'-0• SC --- -- T 6ARAfiE FLOOR 31.RFACE SHALL BE OF APPWDJ®HOIGOlEYi1BLE MATERIAL TIE AMA OF FLOOR PD, SOIL AND/OR IO0%COMPACTED FILL WITH MN. _ —— — b h STALL SLOPED TO FACILITATE R PARKONs ��TO AA DRA IAOO P5F SOIL BEAPU CAPACHTY:TYP.BOTTOM — — —— ————— OP ER TINGTAB ro R CONSULT ABOVE HIGHESENGINEER :r :,.ti _ ',.. +_...• I TOWARD THE MAN VEHICLE ENTRY DOORWAY. SEAL AN I TORE. HATER TABLE OR CONSULT Marty EN6ITEElt,IYP. ': ` .. IF PROVIDED OPEI DO NROMATI %LA L BE L6TED 4 LABELED rm� R3(A.4 AUTOMATIC GARAGE DOOR OPBFR5. nw• n'3 I VENT D G GARAGE OR ER51 , 1 I I a I I I I I N ACCORDANCE M)H R375. C C T 2 5 2124 I 12 DAM. 24•DD AR IS,L 11AM. F FTG FW I CONCRETE FOOTING I I - SHALL RMSH AND INSTALL W D'H16H R Ib'MODE µ, I I SHALL IDEEID ro I I DIML FU/ED EG N-VENT A VENT BT TO VRT VENT-OR SOu11101d TOwn I N D'PARED I I '�°F L I I • I MXGAVATED I I APPROVED SIVE M VENT AND GOrd4LrW RE TO Be OF Board Of Tn) TYPICAL GIRDERS.SHALL NDNCORROSNE MATERIAL>.(veHTlas RETWIREMENI$ CONCRETE FOUNDATION MALL ON O 20'OP.POURED LONG, I BE ATCNDRED MTN 7GP . I AS PER 20D HIS CODE SECTION R322 AND R40DJ) SfE2 PTO.REIW W PA M REBAR EACH Y.ON UW45TURBED SOIL T CLIP CO 4EC METAL I FIG. I C. BORON . VENTS LAB BE INSTALLED BOTTOM 0900 PSP MIL LEnRING CAPACITY)IIORIfONrAL b CLIP GOMEYTORSt `FORT TAW I of GiWi SPADE SLAB,TYPICAL. , . F TYP. TT I FOR PL.•JM �: I {� G_ EX1ED FTC.4 Fro. I I a I I 37b0I51 I _ . 2020 ALL REBAR ALROs5 DOOR I 24'X24 I NOTE!BY INCLUSION OF TIES NOTE,THE OVER HAS OPEHaNB.DROP TOP I I L NEW 51 AII TTYP),ON COMPLIANCE WITH 2020 BEEN ADVISED THAT PRIOR TO ANY CC%TFMTR)N TO HAVE MIR 9'GONCLETE COVE0. BOTTOM OF POOTI S TO Op FOVID.MALL FLV5H - AND/OR DEMOLITION HDfD'R SHALL BE TIE OYfE25 REST 9FT ABOVE xIG1E5T W17T32 T TYP.O1o'TTOM OF. M7N 70P OF SLAB. FAROATON MALL O BeNMR S-3' GRAVE).LII4AD y� -,7• I RESIDENTIAL CODE OF NT5.SECTION RSObh APPLIED WATERPROOFING OVER 11 MESH OVER �L I I •�.:..': .< RESPON$I&LRY TO OBTAIN A GUIDING PERMIT FROM FARCATON WALL.TYP. B'• S$MO. 9'•S}• Ti V-7 2UID PJ.•B Of. •LISP J BR•.— — — — WELDED R ESH OVER I.EWILNTI VAPOR •4 THE 6OVEIM*EUILPIN5DEFARTMEffT.RE RG NM TABLE M025J W I 2W F.I.a Ib OC.W BRD6n15 a 2U10 P1316OL. , I ABLE REFER SHEET FDR GONG.STREWS AL STOP ARC HOT RECOMl7ET0 AND DOES NOT R-w IttNJLATWH' TrG HYS TABLE R5029J f9 W 6t wome b MDSPAN I al4RANLEE TiLAT SOLftY BY THE PREPARATION OF :. .:........:........:...:....:..... .:.....:... _ - R M IIFJILATION. __ FT FLOOD a R-N INSULATION. P_7-OM/ A TNIGK BASE COURSE GONi15r�� REVIEW ALD APPROVAL DY A WI[FW MI DULY, I SJ ryKNOCCA Ib OTI S.TYP. I I OF ARLMW OFFICIAL 15 REQRRED PRIOR TO WITH Fao71N6,rTP. S M CLEAN GRAVEL, s DEP FOR 3 LOCATIONS, pki COIL BETE OR BUJTfURNAGE SLAG PASSING A 2' GONSTRLGTTON by CENTERED ON I I _ I SIEVE SHALL BE PLACED ON 71E PREPARED I I T FOUNDATION m b—ad Rc,W— <� FOR PG ~ BUTTRESS8,,,4. L'�7Q4' I IYRf.AL roLHDAT,ON WALL GOtSTRIIGTON,Io•PARED r prG, G4' 10'•RY IY CONCRETE FOUNDATION PALL OM QY24•W.POURED W. Do4 4TIe4 rtd Reriioa SAD .; I LONG.FTS.REAP W(3)a4 REBAR EACH MAY.ON FIELD MEASURING I I I ! I uoiS,UREED SOLL RSOO PSF MIX BEARING CAPACITY). 4`r • I I 1R L+AIL) 3otioo I IBAR NEAR MrP-HEIQ*(r OF THE WALL STORY AS PER DE IS 6N DPAMNSs FOR LLIEI/fEXIS.TIH&CONDITIONS � IS'DEEP PuLpm 5.TYP.. ONEXGAVATED < IS'DEEP.). Bar GONG. 2020 NYS RO 404.12N.ALL REBAR TO HAVE MR S' �f' REVIEW I I I I A I '' I FT65rRPBOR°M OF I TO REST ON 2x4 FRAMED I I COIGRETE COVHL .011.10.1 DESIGN DRAMNSS FOR CLIENT NEW SLAB ATYP),ON COMPLIANCE WITH 2O20 RESIDENTIAL UDSTURBED 50LL AND/OR WALL WITH P.T. A ABOVE HIGHEST W47ER TABLE TTP.R30ROM OF �M REVIEW I I POURED CONCRETE SLAB REINP.Wb.b M.4.M.4.WELDED I F. I I I I SOLD PLATE$ CODE OF km SECTION R5fth100,t COMPACTED FILL '' I. T FOUNDATION.WALL TO BE MIN.313'BELOW GRADE). PES16H DRAMING5 FOR CLIENT MTN MN.U'OO.PSP SOIL AND MOISTURE LIQUID APPLIED WATERPROOFING OVER FIBER MESH U3/24 REVIEW I I 2=0 RES DENTAL�1 TABLE R402.2,SHEET FOR GGIL. I I I ' TfP1CAL UNLESS y OVER FDNDATON MALL TIP. 2na4 BEARING aAPAc1T'n L J I-T RESISTANT 4' I .a DE516N IMAMNS''F°R CLIENT 42'X47' I GYP.BD. REVIEW STREBELOW SLAB,4'MIN.THICK BASE COURSE CONSISTING OF I TO TYRGLL ItfERbR OTHEPMSE NOTED.IMF I FTC. I SHALL FLW115H AND INSTALL D'X16N■ S+�0 SET I :;. I GLEAN GRAOm SAI1.GRAVEL CFLF�I®,STONE.CONCRETE I I I COLUMN FTC.PETAL.THIS I Ib'DIA l I NOE SCREENED VENT AS PER HIS OR BLAST-PURHACE SLAG PASSING A 2-SIEVE SHALL BE L �PTG T-0' CODE SECTION R400 TYPICAL FOR 2 GONSTRWTON DRAMN55 I I PLACED ON THE PREPARED suB6RAoe I I I : I SNEER. I 25t42IFTC. II LOCATIONS. R2/2,caSTacTON DRAWINGS HAUNCH CIYF) I I I I I -IFTO.>Q4 r -1 d ? Pmjat No, 25-14 MEGH RM. I 1000-56-5-25 L-- - -4 ---- ----I ' I I .: I IF7G. I I $ TAIE, R40 PIP- - - --- Q ' a --- ------- - It FDOD LELNE, ZONE x a I , h F I L.——— — —-p J ————I 1� ——— I EXTETD FTE.4 PND.ACROSS DOOR sDams. NONE oPENNG.DROP TOP OF FOUND.WALL Ib'3`NO. ��• (,Eau N TAW To 4•ABOVE TOP OF SLAB. DIwI B/, DL5/KPI 7 ENRIEIO FIG.4 FND.ACROSS GARAGE DOOR'OPrMN6. HOLD DOWN WALL ————— DROP TOP OF FOUND.WALL so As TO AGOMM°DATE COFINE GOHECTORS• NU83' FOR NAUNC SLAB TO DETAIL.SHEET w-7 p• .. ✓ Dcla 10/10/77 MECHANICAL RM.SHALL BE A 1 IR • FIRE RATED ENCLOSLAZETO FIRE PER RATE LODE.REFER D WALL AWO GE I FIRE — G DETAILS,SHEET A-4.GO.SHALL FIRE CAULK ALL PENETRATIONS. REFER TO MANNPAGTIRERS SPECS• �-,FOUNDATION PLAN FOUNDATIONPROPOSED VNELI-RiB, I 21 4 BINI PROPOSED GARAGE FOUNDATION AREA. SF-6LVENTILATION B RE OR Prod North OF 15 IPDODE F MEM5. CON ErTIOrb. SCALE,1/4-.1--0- DO NOT SCALE PRINTS 4r1 LOT COVERAGE SUMMARY OR055 1=L00R AREA 5UMMARY I �E TOTAL LOT AREA= Ir2,429 S.F. TOTAL LOT AREA = 16,429 S.F. rovTE,Gc.ro FIFE NDre,GL.ro Floe C/411K ALL I'TNIGK T46 HARDWOOD GAUIK ALL LIOTCOfiRASE CALM ATMTOMI CODE SECTION 780-20T A N Ib1: �TM�•AO�• FLooR FuasN '�•T ARCHITECTURE:,PLLG "I COAT TO 20A00 LOT AREA: W4•T4G PLYWOOD MAAKH ALLOWED LOT COVERAGE SHALL NOT EXCEED 205E OF LOT AREA: 2)00 S.F.•I2%OF T}E LOT AREA N EXLE55 OF I0A00 S.F.UP TO A TOTAL PH:631DI6551D I6,429 S.F.x 2W7f6=3285 5F,MAXIMlFt ALLOhJ® OF 3350 5F.MAXIKIK 2.Io NOW FLOOR DSTS w fL 2w4 OR 2W TOP PLATES. CROSS BwOSrtrG REFER TO FLOOR/CERINS ASSEMBLY E:DIESELARCATIMTOOMAILLOM WOO 5F.•(06429-IOA00)x 125%)=2LIO3 SF,MAXHM ALLOWED DETAIL THIS SHEET. N LAYER P.C.5m•TYPE'W GYP.ED. 1101 WAVERLY AVE.NOLIBYILLFL W IIT42 PROPOSED DWELLIN EA.SIDE PRECTLY TO STUDS. 17- 'O DWELLING FOOTPRINT= 1,462 S.F. ,INFINITY SHOWER, PROPOSED DETACHED GARAGE = 528 S.F. PROPOSED DWELLING FIRST FLOOR= I,449 S.F. R/O PATIO D I = 155 S.F. PROP05ED DWELLING SECOND FLOOR= 1,449 S.F. 2.4 OR 2+6 STID5 SPACED R/O PATIO#2 = 336 S.F. PROP05ED DETACHED GARAGE= N/A ATTACH(O LAYER v2'TYPE •w•Oo.Nl.DES.U53v R/O FRONT PORTICO = 66 S.F. W GYP.ED.TIGHT TD THE O LANDING 4 STEPS AT MUD RM.DOOR= 24 S.F. R/O PATIO(ATTACHED D) GARAGE)= WA LONGITUDINAL SECTION UNDERSIDE AC FLOOR R/O PATIO(MASTER BED)= WA FIRE R TI ACHIEVE 1M4 =l. Tw,SewLANr 4Bo7N PROJECT TITLE: LANDING 4 STEPS AT MECHANICAL RM= 21 S.F. R/O FRONT PORTIGO= WA TIA�M.�SPAcr�ie L�so3u IN-GROUND SWIMMING POOL S DECK= 650 S.F. IN-GROUND SWIMMING POOL 4 DECK= WA — ""r5' az dEr4 HDMEONER PROPOSED DWELLING TOTAL PROP05ED = 3,28I 5.F. FLOOR LINE TOTAL PROPOSED= 20ga S.F. TYPICAL FLOORAGE ILIN6 ASSEMBLY TYPICAL INTERIOR PROP05ED DETACHED SURVEY SITE INFORMATION DERIVED FROM PREPARED BY: �1 I HR. FIRE RATED n IHR FIRE RATED WALL GARAGE YOUNG ASSOCIATES,DATED: 10/IH/2023 400 OSTRANDER AVE.,RIVERHEAD,NY 11901. la'•r-0' uL.L503 SCALE.N.T.S. UL§U331 ,n>hL:R FI veREPLACE. INDOOR FIRF4 4CRE, tE-FAB TLUrs&A5 FIREPLACE BY T+A.E5TIG•, FIEfAB DIRMT VENT swS FIRIUNACE BY FHOLD Dow WALL PROJECT LOCATION: MODEL GOIRTYARD 42.ODCOUS42,NTH P-O'N WJE5TIG•.MODEL MAROAS2-42.NTH 110'x 6•-D- TO MANUFACTURERS CIF FOR TO„�IFAG S�F FOR ' 1� � 555 BAY HOME ROAD., CLEARANCES TO COMBUSTIBLES 4 INSTALLATION GIEARN.4--.TO COM M TIBLE5 4 INSTALLATION COmNEra.TYP,REFER ro DETAIL SHEET A 8. SPECS. 2.5' 24.4r CGS'• V-w 26'-W Iw• 50UTHOLD,NY 11'fi' 11y6' I'-ID' S�7�• S'A' 0'-Y T3' s��• 2'b• Y•O" Ow6x4 POST TO BE SET IN 6ALVAMZED METAL ANCHOR, ALI6H WITH POST TYP.AND ENCASED IN 8- NOSE ((�� FROM ABOVE,TYP Q� � I AND BASE 5fdMRE AZEK TRIM NTH CAP DIA6. NG. A5 SELECTED BY bxb POST TO BE SET IN Vv�v 'V�•! A9/ pp�1Q/Jp 't-` IC GALVANIZED METAL ANCIM 02xD A)2MLD (D)I-7/4•x9-V4•LVL D SEAL AND SIGNATURE: TYP.AM ENCASED IN W 5GUARE AZ EK TRIM WITH CAP DROPPED. AM BASE AS SELECTED Br I - _ _ ___ 2 y� r Lw I. 4'x4-V4'LVL -- --- f311-3/4'Xg-V4•LVL IL 15ED o* OCT 2 5 2024 MASONRY s ` ® PATIO MI c I ' --------- ��J zi a4r � 1 Board of Trustees 5 ` W '` R/O PATIO 02 (524 SF) a 4•DIA STETS GOLUMx ® NOTE,BY IH AZION OF TH15 NOTE•THE ONER HAS BEEN ADVISED TMT PRIOR TO ANY GMTRVCTWN STEPS AS REOnRED 2 N D AND/OR DEMOLITION HORK,R$HALL BE THE WEBS I BY 6BADE RESPONSIBILITY TO OBTAIN A BUIL.DIN5 PEWIT FROM 16'DEEP OPEN NO iWfdT P1 0 16.OL.W BRmYaIS 0 D'Of.F I Oo HOSE TIE 60VERMNb BALDING DEPART ENT.RE HOSE R•O' T4 '� BY TRIM LL D S7 OR EQUAL OBE D616NED AND _ BIB ARLHITEGT DOES NOT RECOMMEW AND DOES NOT OVER us INSTALLED AS PER MMNLP i11Rf3L SPELIPICATION4. *'DEEP OPEN MEB GUARANTEE THAT SOLELY BY TV PREPARATION OF M NDINS 9A3 J TWeG FA•W Of. TIC-SE PLANS SIRALL LON57RLCTION OCCM PROPER 0)2". 5T�@S TO ~ � 1 W BRm6A43•N Of.. REVIEW AHD APPROVAL BY A OVALIF®M41DDO ® - Moo= BY TRIM.D5T OR EGUTAL TO E E DEPARIIENT OFFICIAL 15 REallRED PRIOR TO AND IHSTA„rn AS F ER CON5TRLCrIOK PLUMBINS MA14,PACTURER FICA gg7�{�p7 1YALL kHes ad Reviw4 Gn so r--N :70110 RM. AT ® O 1 KIT HEN O ~ VENT RAN5E H 20P TO xo. LEI. b.e4 d I . ® ® II n (me.Nr..ID'479 gq c ExTERIOR E RISD METAL gQDQS FIELD MEASURNAS b I (GL6.FTf..W'479 0 pICT,AS PER NY5 CODE 4 6ARA5E I 1 /I 4117 L 4.47' r-* 6w •DIA.STEEL RK002 4 MI504. 0A3/23 ExISTINS CONDITIONS DBAFTINS CIOLUM b (GLB.HT.-D'-to•MNV j 11yy��/ I ( NiH• • IOW vwa3 �&N DRANN55 FOR CLIENT ro M l� M+s STEEL COLUMNSij `/ A (R!F x4• A uZj �EW DRAN NFfi FOR CLIENT txy( J//ABOVE AYR / 1 MOW }�-I a � DE516N DRAWINGS FOR CLIENT 3 N 5 ADrnOCBLE�SERA I,-* 3-0• T S N�l PoST. 6'61�d{7 k �� REVIEW 5I&NN DRANN&S FOR CLIENT"2 1'O REVIEW pI ALL AROUND. /2604 FROGREEWDID SET PANTRY h /24 CONSTRUCTION PRAND455 y B li 2 48•REF. 3010W GRAN.SPACE ACCESS FLOOR HATCH. 4r&V24 CONSTRUCTION DRAkGHS5 DOME FRAME ALL AROUND SL STEEL T ALL DINING RM. FOYER N' � � � REFER To SHEET T A-2 FOR Uppol __ •ry I z I STAIRS AND RA MS ( G .W-0 sPaICATa .FlJTcx Pure G 0 noi�L No. 23-14TYR ) 4'M4'LVL W3/6'j4•STEM ()L6N NM MALL A2?,Ej 2bw. SGTM 0, 1000-56-5-23 9� IN 2x12 BIDE ) ALIGN WITH POST ABOVE, ZOO. R40 ALIGN NTH wTn•GABAGe cam® F05T ABOVE. Tj1 1 47W-V4 LVL. FLOOD ZDWE, ZONE •X• 296 G.L s w OA W b PfT�T'RATION5 INTO FIRE RATED ASSEMBLIES, �x NWrs TMWM f DEVICES PEW RAT$*FIRE RATED CEILINC{5,FLOOR5 4 WALL5 SLNms NONE �29 J(y HIOLD DomMVNl SHALL BEAR TFE 0.UL P551FICATION AND BE OF EITHER EQUAL p y=pP DLS/Kr CONNECTORS 0 To �T�A 9R HOW © HOWTHAT ITS PE OR GREATER FNETRAT IRE 15fMiY A5 THE GEILN6 FLOOR OR NALL BID 0 (5 9 p *w 4'DNA ElioDw Ioiloi�s STEa INSTALL FIRE STOPPING AT ALL REQUIRED LOCATIONS TO 1z4T 1zo 2co Da 4-0 4O COL WH 220 KYS ODE 5ETION 302. T•T. s,r 54 r 4 p•�- ELLS- ( TOP OF BFRUTf SHOhERBA5E5 SHALL BE FLU5H WITH THE FINISH ,-�1=I RST 1=LOOR PLAN TABLE AREA• 1,449 S.F. ROOFED OVER FLOOR. North OF 15 $ GL.SHALL FURNI5H 4 NSTALL DOUBLE FLOOR FRAMING ALL SCALE,1/4•.P-O• DETACHED GARAGE= 528 SF. _ PORTICO AROUND,TYP, DO NOT SCALE PRINTS L L 6. JOIST HANGER SCHEDULE HOLE ZONE �—L3 P' O0 TA6 WAC17Y `J'/FT ""^ oy.� , p►y P o N 1 4,000 US L NSTALLER SHAM TAKE INTO ACCOUNT RE TTFE OF BLULAK ARCHITECTURE.PLLG 1/3 (cR w O�p1 LONG M ATD/OR HOOD PRODUCT THAT TFE5E HAWSERS WU BE ATTACHED TO. F%631.016551C 50WT H4ROUT STDNA61! '1'' 2.WALLER SHALL FOLLOH KAINACTIRER5 SPECIFIUtt1ON5 I So•,*r r4TN sTORAx ►� � at °�R� RE6ARD06 HANGER MATERIAL. RSTALLATION 4 FA5TENER5 E:DIE5ELAMNTEGT@6MAILLOM `NR CA EAR DSTANDE MVM WLS• o a USED TO ACHIEVE DESWD LOADS. 1101 HAVERLY AVE.WOLTSVILLE,NY IT142 NOTES, 21 DIAHEIM OF TR LAFZM HOLE 3.N4NEERS SHALL BE BY SIMP5ON STRONG-TIE OR EDUAL. _ 1.ALLOMED HOLE ZONE SUITABLE FOR HEADERS 4 4DA�rt 4ourT SEGOID R ❑' .❑• BEAMS WTH UNIFORM LOADS ONLY, myrL81N m 2.ROUND.H0.E5 ONLY.NO NOLE5ING/WTILEVER5. 49/D•4.NO HOLES IN HEADERS OR BEAM.IN PLANK 5 o• oORIENTATION.5.DO NOT NOTCH,DRILL OR GUT HOLES IN HEADERS ORT W-20' SovFT SovFT FIHLST ' BEAMS EXCEPT AS 5HOFRH IN THIS DIAGRAM. 4.N�IA�HINE BOLTS 6.HOLE LOCATION,CLEARANCE AND THE EFFECTS OF 1CALJ PROJECT TITLE: BEAM DEFLECTION SHOULD BE CONSIDERED TO AVOID NOTE. - PROBLEMS MITH PIPING. ALL FLITCH PLATE STEEL SHALL BE TYPE A-36 HITH uar 57RE55 OF 23,,W PROPOSED DWELL I N6 $ PSI.FLITCH RATES SHALL BE DRUM AT 24'04.5TA666.W AND BOLTED MANUFAGTURER5 5PEC I F I GATT ON5- FDTH Hn•17M BOLTS'NA%f W2 AND WrS TO FRAMING HATsnAL PROPOSED DETACHED ALLOWABLE HOLES IN MICROLAM L1/L nLOAD PATH DIAGRAM (--)FLITCH PLATE DETAIL 55WTELLPA FLIT�GHNPLA°RTE 6ARAQE SCALE.N.T.S. Mm TRUSS JOIST SCALE,NTS. SCALE,N.T.S. INFINITY 5HOHE32H DEO E F Ey' 1i/7 1� TOP OF INFINITY SHOVER BASES SHALL BE FLUSH KITH THE FIN 5H BEDROOM.B.AREA,nl S.F. 1� LL- PROJECT LOCATION: FLOOR NATURAL LIGHT REWRED. TDO S.F. $ 555 BAY HOME ROAD., 6.C.SHALL FURNISH 4 INSTALL DOUBLE FLOOR FRAMING ALL NATURAL LIGHT PROVIDED, 343 S.F. HOLD DOHa 14ALL AROUMJ,TYF`. YEW TION PX=APED. DD4 S.P. cONNEGTORS• 50UTHOLD,NY VE I ATION PROVIDED. MD S.F. COWER.,TYP:REFER /Tg s6w TO DETAIL SHEET A_3, C T 2 5 2OL t 5=T}• r-y 0,5• Ay,�5'v s T}• 121-V GALVANIZED FETAL&Xb POST TO 13E SET INOIIOR, C. �' DU1G. D. TYP.AND ENCASED IN D' -T (W 2mO BRACE BRACE SQUARE AM TRIM HTH'CAP 845E AS SELEGTED BY OHER. SOual:u 1oWr1 (3)2X6- 6)1-WW -V4-LVL. SEAL AND 516NATURE: T g Board of Trustees•X6'POST. 1 r 1 r ® I MGSH TRAY.X J LJ L I BEDROOM 03 I \ BATHROOM ^ T ROOFED t j (HALL HT.•4'O'Pus �' al OVER WOOD !, a 1 TRAY aG.HT.n'-0) I FRAMED A V4'N 6'PRE5511RE TREATED DCY.KRHG 196' T. 5.�. PLN-•BLNG DECK. NISH 6LLARD PAILD45 AS PER CODE.(SEE n DECK CONECTION DETAILS,SHEET A-10. F DI $ REFER TO TYPICAL STAIR HANDRAIL 4 _ G1•Fb OL.W BRD6015.14DSP. NFINITY)PPSS== 1-1 4 ® GUARDRAIL NOTE.5HEET A-2. RG N(5 TABLE RD025J W I 6b' L 6'-0' L------------J ® a•DA. POST DOYN wP RAFTER TO ND1E,BY MCLU5ON OF 7H5 NOTE THE OFFER FAS O STEEL O - FOIRDATION TYP.rc (N 5/1-5/4 STEEL FurcN PLATES h `� AND/OR PD40LI71OW NOM IT SHALL BE THE ONHiS 4•DIA 5 W A)I-S/4•X16•LVL UPSET. �'�. ® BEEN AD45ED THAT PRIOR TO ANY GON5TWGTION GOLMH. 0)1-5/4'X9-V4'LVL. RESPONSIBILITY TO OBTAIN A BIILDDrS PEMT FROM POST DOH+ P II'-0}' O 7 5'-0' 10'-p• TIE GWER"Ir BDLDINS DEPAKDENf.nK RAFTERAFTER ro __ R TrP. BATHROOM a3 I r ---- - ---------T B��ROOMaA Bw.x P ARLNITECT DOES HYIT RECOIR7EHD AND DOES NOT ® § OF (PALL � KH I I o 1 ~ NATURAL LrT PROVIDED, 6205 SF. SHALLaCAIbTRI CTION OVAR PREPARATPROPEt ION 60-VANITY I ° I BEDROOM 01 I n VENTLATION REC URED. RIDSF. REVEN AND APPROVAL BY A QUALIFIED W1DDLS c ) I VENTILATION PROVIDED, 47n4 S.P. DEPARTMENT OFFICIAL 15 RECi11RED PRIOR TO I xr2 I n I 6WuM.•1'4'PLUS I ® caNSTta1GTIOR -- fi 13 TRAY CIb.M•ID'-47 I f Iww Rd Rcious CM' ®I �p I ''g No. Dde b—and R.W.. 0 60•vANUTY F $ ® i j ® 4'VIA-STEEL GOLUM3 !23 FIELD NEASURMS . dL I 7-0•HDE X P-4- I SHALL SUPPORT ALL OA3/23 EXIST R16 CONDITIONS DRAFTING I 1 ( I BATHROOM a2 ` ____ ___wry rruY__ FLITCH PLATE BEAMS, F�ITTTTLLCC h Wi IR.•T4J 4-DUl TYR V16/73 PE516H O1 A 1,15 FOR CLIENT REVIEN LIN STEEL 2610. 0 5/0'X 'STEEL FLITCH PLATES 2070 DESIGN DRAFUN5 FOR CLIENT _ W(5)1- 4W4'LVL UPSET. SLIDER. A � REVIEW ATTIC STORA6E 5FACE 1 DE516N DRnrH0H6s POR CLIH]T 4•DI r-��. VENT DRYER TO EXTERIO T /34 RE"E H (G8.1LL,8,-" GM 50 STEEL: /1 I I WRI6D METAL DUCT,AS PER 1G dwim%ED AND ® ® CALUI4H I NYS CODE RH1502 4 M1504. I ?n� DESIGN DRANINSS FOR CLIENT REVIEW WCONDITIONED SPACE) I / 1 I I I I6N BEAM HTN 60H0 SLIDER. I I/ 1 I FWMW AND DSTALL FLOOR I FROMT7 /26Q4 FRO6RC-SSJBID SET ® .�pp LAUNDRY DRAIN MTN DRIP PAN UNDER X I ",%OHS MA (NNE. I 0/24 CONSTRUCTION DRAPUNG 4'•0' 14•-W 4•-0• n r.--------/—r ® II S••6.11 6'-!}• L_--_— -----J ` R3Ra COeSTRLCTWN DRArmCS -1• w1 L. 4•_I• I 2•O'HDE X 144`--' ED 50T0 FREWAL �' I MEN TRAY. 3 .�•� I BEDROOM 02 ATTIC T p I (Nu LL HT.•9'-O'RU$ F TRAFE R ProJaL W. Z°�-14 h (3)2x6 (3)2x6 (31 2x6 N 1 TRAY a6.HTe10'-4) . a - 1 M-r 7a 5cm M 1000-56-5-25 1 POST 14H I T DOWN ND' _ ZONE. R40 RAFTER ro TER TO FcuDA 7YP L___--_--_--- FO%Vf�2nD ). a L T. ATg1,7TP. FLPO zw, ZONE 'X' W 1-3/44'Rw'LVL UPSET.- SO4m NONE Dram By. DL5/Kr 4'-0' n•-'1}• © T-7k S'-0' S-4' S'-4• 4'd L Oda I0/10/33 2X0 GJ.•m OR N2>ID GJ. S OL. BEDROOM 12.AREA,IM SP. W BRIDSM•MD'JFAN W ZIM OOHS•KOWAN G NATURAL L16M REfi71RFJJ, MD SP. AHD RIA F�tSL/5S BATr D&L $ AND RIA FBBLOLA55 BAIT DELL -( NATURAL LIGHT PROVIDED, 343 5P. RG W5 TABLE R0023J(W 7 RC NYS TABLE R&O23J(2)VENTILATION REGUIRFD, 1.4 BY. (9 A VENTLLATWN PROVIDED, STD S.P. �5EGOND FLOOR PLAN HABITABLE AREA. 1.44y 5p. ProJ North OF 15% SCALE.V4•e 1'-0• . 00 NOT SCALE PRINTS TYPICAL ROOF LOHSTRUGTION FOR ASPHALT 5HMGLE5(FOR WIND 5MT05 LE55 THAN 140 TYPICAL AT)M OVERLAY ROOPFi, SOLAR. READY GENERAL NOTES D I� ROOF NOTES. MM. FROVIDE 2%VALLEY PLATE WIDE ENOUGH TO ACCOMMODATE THE RAFTER END GUT DIMENSION. NO ROOFING MATERIALS 2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX T(RE) TABLE R905.1.1(1)UNDERLAYMENT TYPES, ARE TO BE INSTALLED UNDER AREA OF LAYOVER TD3J 6ErEiw_ ARCWITEGTURE:.PLLG UNDERLAYMEM SHALL BE ASTM D226 TYPE I,ASTM D4B69 TYPE 12,3,4,A5TM D6T5T CONTRACTOR SHALL REMOVE ALL ROOFING MATERIAL DOMAI NEW DETACHED Ol f-AHD THD-FAMILY DWELLINGS,AND TONNHOUS125 WITH HOT LESS THAN RR90525 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL. 7. TO PLYWOOD SHEATHING IN AREAS BELOW NEW APPLIED w eNORTH s�L OF �srz III TM D�AND To vE6RE®oP PH,631.0165510 5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NAIL5,MINIMUM 12 GAUSE(0.105 INCH OVER ROOF. FURNISH 1 INSTALL GALVANIZED METAL STRAPPING BY n03.2 corSTRIOTOH DOwNEHr REQUIREMENTS FOR SOLAR READY ZONE. 6 DIBSELARGNITEGT68MAILLOM 0"I 51-M WITH A MINIMUM 3/0-INCH MS MMI DIAMETER HEAD,COMPLYING WITH ASTM F TABLE R905JJ(2),VNPERLAYMENT APPLICATION(R9052): '51MP50N'AROUND VALLEY PLATE TO ATTACH APPLIED ROOF CONSTRUCTION DOCUMENTS SHALL INDICATE THE SOLAR READY role. Ibb7,OF A LENGTH.TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF RAFTERS TO MAIN ROOF. MAINTAIN VENTILATION AT LAYOVER 71O3S SOLAR READY ZONE AREA 1101 KAVERLY AVE,HOLTSVILLE,NY I1742 FOR ROOF SLOPES OF 2,12 TO 4,12,UNDERLAYMENT SHALL BE(2)LAYERS APPLIED IN THE TOOL SOLAR-READY ZONE AREA SHALL NOT BE LESS THAN 3PD SQUARE FEET 3/4 INCH(19J MM)INiO THE ROOF SHEATHING.WHERE TIE ROOF SFE AIMING IS LC5511 WiT 3/4 ASS: O L TO F UNDERLAYMENi FELT PARALLEL APPLY A 19'STRIP EMBLY. EXCLUSIVE OF MANDATORY ACCE55 OR SET BACK AREAS AS REG U RED BY THE 0- INCH(19J"THICK,THE FA5TE:R5 SHALL PENETRATE THROUGH THE 5HEATHING. TN1E FOLLOMllN6 MANNER: PCIERNATIONAL FIRE CODE.HEM TOMYWJES THREE STORES OR LESS IN 1EISHT ABOVE AND 5TARTiNG AT THE EAVES. STARTING AT THE EAVE,APPLY 36'WIDE SHEETS OF GRADE PLANE AND WITH A TOTAL FLOOR AREA LE55 THAN OR EQUAL TO 2000 SQUARE UNllERL.AYMENf,OVERLAPPING SUCCESSIVE SHEETS 19'.DISTORTIONS IN THE FEET PER DrELLINB SHALL HAVE A SOLAR READY ZONE AREA OF NOT LESS THAN 150 FLAT ROOF CONSTRUCTION(WHERE THE ROOF PITCH 15 LESS DY SQUARE FEET.THE SOLAR REAM ZOOS R9 R052b ATTACHPU:NNT. ASPHALT 5HINSLE5 SHALL HAVE THE MINIMUM NUMBER OF UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL SHALL BE cOrroSED of AREAS HOT LESS THAN 5 FEET IN WIDTH AND NOT LESS Tww Bo END LAPS SHALL BE 4'AND SHALL BE OFFSET BY b Fr. THAN 3:12)(R905.9 TO R905.15): 50 ARE FEET EXCLUSIVE OF Access OR SET BACK AREAS AS REWIRED BY THE p FASTENERS REQUIRE)BY THE MANUFACTURERS APPROVED O FASTENERSTALLATION PERIN5T INDIVI ,EMIT FOR ROOF SLOPES OF 4:12 OR GREATER,UN OERLAYMENT SHALL BE ONE LAYER EXTERIOR 6RADE 1 CONTINUOUS RUBBERIZED ROOF INTERNATIONAL FIRE CODE. NOT LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR 71 IO FASTENERS PER INDIVIDUAL • TW.4 OBSTIaOr1ONb SNIN6LE WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL APPLIED IN TIE FOLLONMG MANNER:MPERLAYMENT SHALL BE APPLIED SHINGLE MEMBRANE TO COVER ENTIRE ROOF(PITCHED U4'PER FT. SOLAR-READY ZONES SHALL BE FREE FROM OBSTRUCTIONS.INCLUDING BUT HOT LMTED ro PROJt?GT TITLE, FA5HION,PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2. MR)OVER V2'COX SHEATHING,ROOF RAFTERS_®16'OL.1 " A C"°°E s AND ROOF nwMrE°ea"PrErrr• MANU,TISTPERCEff SLOPE),5 NSTAL SHALL BE INSTALLED IN ACCORDANCE WITH THE TW33 SHADING PROPOSED DWELLING MAN!lFAG1URER5 APPROVED INSTALLATION INSTIalCTI0N5. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF TIE RAFTER TIES AS PE12 DETAIL 5FfrET. THE SOLAR-READY ZONE SHALL BE SET BUCK FROM ANY EXISTM9 OR NEK PEF44MEMMY SHIN61.E5 TO SEAL. END LAPS SHALL BE 4'AND SHALL BE OFFSET BY b FEET. AFFIXED OB.rzT ON THE BIALDNS OR SITE THAT 15 LOCATED SOUTH.EAST OR WEST OF THE SOLAR ZONE A DISTANCE NOT LESS THAN 2 TlIeS THE 05.115075 IEISHT ABOVE THE PROPOSED DETACHED NEAREST POINT ON THE ROOF SURFACE SUCH OBJECTS INCLUDE,BUT ARE NOT LB'NTED TO, R90522 SLOPE TABLE R905.I.I 0)UNDERLAYMENT ATTACHMENT: TALLER PORTIONS a'THE BNLvms 1T5BP.PARAPET%CHIM EYS,ANTEML45 SIGNrHSB GARAGE ASPHALT 5HINSLES$HALL BE USED ONLY ON ROOF SLOPES OF 2,12 PITCH OR 6REATE R. • FASTENED SUFFICIENTLY TO HOLD IN PLACE. ROOF70P EGUIPMENT.TREES AND ROOF PLAN fNSS. FOR ROOF SLOPES FROM 2:12 TO 4:I2,DOUBLE LMERLAYK34T 15 REQUIRED IN A�CAPPED ROOF PPED ROOF PENETRATION REEEVEON� BE PROVIDED AD.ACENT TO A SOLAR READY ZONE INDICATED ON A ROOF SLOPE OF NOT GREATER THAN 1 UNIT VERTICAL IN 12 ACCORDANCE WITH SECTION R905JJ. UNITS HORIZONTAL THE CAPPED ROOF PENETRATION SLEEVE SHALL BE SIZED TO AGGOM'IDDATE THE FUTURE PHOTOVOLTAIC SYSTEM CONDUIT 6.G.SHALL COMPLY WITH ALL PROVISIONS OF SECTION R9052 FOR THE INSTALLATION OF OUT SHALL HAVE AN INSIDE DIAMETER of NOT LE55 THAN 1-114 INCHES. ASPHALT ROOF 5HINI6LE5. 2p•p• 12W T RO LOAD og WADS HE STRUCTURAL FOR ROOF DEAD LOAD AND ROOF LIVE LOAD SHALL BE PROJECT LOCATION: .. CLEANLY INDICTED ON ME CONSTRUCTION DOD&I ENTS. -- - -. R905J2 ICE BARRIER 4'r S TO EXTOD IICDER v6c TW,*WERGONMECTIDN PATHILAY, 555 BAY HOME ROAD., CONSTRUCTION FOR 2.12 ro 4,12 ROOF FLUHOT RATER FROM THE SOLO SHALL ZONE T THE ELECTRICAL FOR ROUTING OF PANEL O SE SOUTHOLD,NY OR IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CNSI N6 -T PITCHES RU BINS FROM THE SOLAR READY ZONE TO THE EIIL7RICAL SERVICE PANG OR SERVICE A BAGIW OF WATER AS M516HATED IN TABLE R3012N;AN ICE BARRIER SHALL VE B TD3.V ELECTRICAL SERVICE RESERVED SPACE. INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINSLE5,MINERAL-SURFACED ROLL Wre ERANE Ar Au THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW ROOFING,SLATE AND SLATE-TYPE SHIN5LE5,WOOD SHINGLES AND HOOD%":E5. THE ICE ROOF START[ INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC GOVISMINSTALLATION AND SMALL BE LABELED FOR FUTURE 50LAR ELECTRIC.'THE RESERVED BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED VALLEYS,TYP. SPACE SHALL BE P05MOWD AT THE OPPOSITE(LOAD)END FROM THE INPUT FEEDER T06ETHER,OR A 5ELF-ADHERIN5 POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN LOCATION OR MAIN CTRCVIT LOCATION RAGE OF NORMAL UNDERI.AYMQNT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF ---- -------- /------- -- ----T no3Jo GOSTTSCT OH DOGU 87TAnOH CERTIFICATE.SURFACES TO A POINT NOT LESS THAN 24'INSIDE THE EXTERIOR WALL LINE OF THE oC. z:D Tut•IV orl, A PERMANENT GERTIFICATL BDICATINlS THE SOLAR READY ZONE AND OTTER SEAL AND 516NATURE: BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR 6REATIER THAN b.-IZ THE ICE BARRIER R002 J I 3 REaIREWE'ms OF THIS SECTION SHALL.BE POSTED NEAR TIE ELECTR1cAL DSTRUEUMN SHALL AL50 BE APPLIED NOT LESS THAN 36'MEASURED ALONG THE ROOF SLOPE FROM w R�em1)iv / 1 WALL lEND m� PANEL WATER NEATER ae oTTse CONSPICUOUS LOCATION BY THE THE EAVE EDGE OF THE BUILDING. , I 1 �DETAIL ! BORDER OR RE6 57EREo 17B 6H PROFESSIONAL • EXCEPTION:DETACHED ACCESSORY STRUCTURE5 NOT CONTAINING CONDITIONED I i c. •3r vr. FLOOR AREA. 7.6 UPPER THII V OF AnticER TO P I COONSTTRUCTOONNT ROOF G NOTE RAPIERS HAVE CONTINUOUS ICE SHIaD BATR tE N I § pT FUTURE SOLAR PANIM WITH PLATE REFER TO DETAII T ` ¢/ / • N Q I ABOVE. __ 333 I A-if. ' ' A MAK DEAD LOAD OF 4 G a 1 1�11^r. '�v/{ P5F. "r POST DOWN SOP j� ty HDTE.BY nGUSroH OF THIS NOTE TIE OWNER HAS TO FORDATION 7YP ry )/ / re p(y1 " I POST DOWN SOP f TO gEEN ADVISED THAT PRIOR TO ANY GOKP7fCY.TION FRO" ( , .-� L F�TTI0K 7YP. i, AHD/OR DB40LFTION'MOM IT SHALL BE THE ONE RS GptDNApI�ICE S I I `tt i �N.! //` RESPONSIBILITY TO OBTAIN A BULDM6-PEMT FROM 5AMER FROM PASOA TO � N i' '� � I I ✓" - " V � ARL NOT REIC N%* D AND DOES NOT T°°ETPLATE I_�r / 1 0 C T 2 5 2024 L J ��THAT SOLELY BY THE PREPARATION OF A-11. ® _ / , ovERI.Ar THESE PICA% LL GON5TRBLTVN OCCI R PHiOPER ROOF § p REVS N AND APPROVAL BY A OUALIf®BADMri / , r _ . DEPARTMENT OFFICIAL 6 REGBIRED PRIOR TO vBTT/ , s r CON6TRXTM . �• 7YP. I I 2)f12 VALLEY RATE $ ti 3N- r IA TO WO BARRIER ______________________ 7J pN s pC PLATE REFER TO DETAIL.SHEET ��rthold Town Isuo ad Rerisas rC a.�{ A-11. ® B^� } Owd of Trustees H•. om Nxo•�R ®R• 1 • 1 \ / Q _•{ AM RI FIELD WEASURB T p(+7y TYP. _ JCF p 01943 EXI5TIN6 CONDITIONS DRAFTINS POST DOWN "v O `¢ V VIb/77 �ISN DRANUN&S FOR CLIENT ROSE. ID'-4 50.A1T 1@ADY ION! F� O 4"VIA.STEEL C0.1RRS- 1 O< 1 ,4 EL I FI'4%II U4'LVL ROBE • V23 �,�° 'FOR�� FLITGH SHALL SUPPOPLATE EBB h I N�g PROP.RIDGE.(31 1-3/4'A4'LVL W 1 r u 4 �' . TYR T • (2)9'XW'STEEL RITGH RATES. I I. / \\ 6 \�I i 7 113/24 1- REVIEW I FOR CLIENT 1 3 B I \ \� r7 Ip�( / / rYPIGAI aoOF G0N6rwCTON �M. REVIEW 3OO•ASPHALT ROOF SHIH6LE5 DESIGN DRAFUNFf NOR CLIENT 1 e7 r "0 1 l� 1 \` ' �� D PAPER W ICE PRD6RE5BD SET WATER Ur COX SHEATHINS.ROOF RAFTERS PER IL6� RAFTIER n ` n TIES A5 DETAIL 1T 4fia,124 CONSTRUCTION DRANIN65 cONrUa)0H5 ICE SHIELD- §DSE f I • / \ COmmicTION DRAMNEfS FOR E2�12�Toro.�ROOF I . c N I I ^ `\\�A `T ,prWA`j j v n PITCHES H•--- T7 fT -� i3 ° / • w 4 /° Z3-14 ° / vDRYIALL GALGIA_ATION5 FOR ROOF s&ARACEN at c. •N AREA_OF ROOF.S84 SP.I �ro c. •3r Of'. PANFL RATE OF FAMALL r2-N.Jbb. Scm a 1000-56-5-23 LL------------- ----JJ / L NIPPER Tw OP �FOR SOLLAAR TrO BE OF ATTIC / 5B4SP.x JW-47 W.Fr.MIN REG)IRED ZONE, R40 OVERLAY \ \ � �Y I LOCATED HEI w l L 116TALL!N'B'MAM r 3'EFFECTIVE OEPM DRY • I �ROOF \ \ ----- -� / /- I RECOMOENDATIONSN. WHY, .IMbb i FT �v ITV. TLODDZpIE. 20NB 'X' �� \ \ / /Z,D Rx•*'oz. SEE CODE NOTE - -*Of, \ _ ---- I T103A AIRS SHEET. D OTIND SHALL P BE INSTALLED AHOY FROM FOUNDAT ON R SEWERS NONE FOOTINEf TO PREVENT UDERAIN PI AND/OR BE PITCHED / R802.4J ABLE OF SOIL°DER FOOTINGS.DRAM PIPE SOULS BE PITCHED 24i' �- HIGHEST HATER T'A�r�iY P,FOOTU)5 ro REST 3FT ABOVE wmn N)y. DLS/ICY RUP02.J(m 7}` ..IT3l w•90LAR `r READY [*WY IR 1N GAILULATI0N5 FOR ROOF a DM�RLINS, pd. 10/10/25 G ___'-REll OVERHAND RAKE AREA OF ROOF.L7B2 SP. 1 4'-r a-r 4•-r 4-r OvawANs LIMTs, RA,E OF R,NPA_r2•i-Jab• DETAIL,SHEET A-II, LTB2 S.P.x.166.2%CU.FT.WI REOARED N. /G- D•Jf- b• RAJ' TYP. Rom_'...,, ABTA 1 f21 D'DIAM.x 4'EFFEGTNE DBTH DRY HELIS. A- /� 43'!.Tb C!.FT-GAPAGITY. YYCC%%// N3 DRYWELLS SHIALL BE INSTALLED AMY FROM FOUNDATION 4 FooTI 155 TO ROOF DhELLRJfs ROOF AREA.1,782 5F. _7 PREVENT IN7EMMI0 AND/OR DISTURBANCE OF SOIL UNDER FOOTNSS. Prof.North DRAM PIPE SHALL IS ETCHED Va'PER FT.MIN WITCH OF FoonXG TO IS ROOF PLAN REST 5"ABOVE w6HE5T WATER TABLE TYP. SCALE,1/4%1'-0' 6ARAEE ROOF AREA. 584 SP. DO NOT SCALE PRINTS C, 0CT 2 5 2024 Fp,T PAPER W ICE 4 1•NTER5NIELOD A5� PER RAFTER OVERUANG LIM75 DETAIL, SIEkT A-IL I/r CDx L1EA7NN5,2XD ARGIiITEGTUREE,PLLG ROOF RAFTERS W'OL.4 RAPER TIE$ AS PER ptTA1LE7.GOIrtINXJ1/5 ILE SMeLD TO E%TGID TD Rle,�r,�R-s-�-, W 5 WRUPEE T t�LIlGH 14•PLATES w PH:631DI6551D TO 4 12 TRIODE PITCHCi (Z/s'%14'STEEL FLITCH RATES W T.O.RIP54 2sa- CONTINUOUS vENr• Southold]OWn e,DIESELARGNITEGT66MAILLOM O. 2N&G.T..92'O.G.UPPER Board of T THIRD°P ATTIC. ru t Ls 1101)VAVERLY AVE.HOLTSVILLE.NY W142 12 AT ALL A AWMNM FLASIUR4 Q-. •❑- AT ALL WELL TO ROOF W 2X6 FADER. ------- INTERSECTIONS.TYPICAL fi ATTIC STORAGE TO R�ECEIVNE RUR.LEDGER LEDGER W. a PROVIDE(V 2N12 LEDGER DO. SPAG BOARD TO BE LAG BOLTED 0 •❑ TO RECEIVE RR.LEDGER 16.OG.STAGGERED W V2' .------------ BOARD TO BE LAG BOLTED• PLAN.LAS BOLTS.6G SHALL M Ib•OL.STAGGERED 4 W V2' PROPOSED 9/4'T4B PLYWOOD PROVIDE P�M.l71F ALUMINUM DIAM.LAG BOLTS L SUBFLooR(SCREW BLUE) FLASHING.TYP. 29D ROOF RAFTERS 9 1&' PROJECT TITLE', coNTn4NGIPJALUMWM HIBOVER2x1SATb'-'OL. OG.WITH BRID6NEiAT PROPGSED DWELLING $ FLA IMERSECTIOIE# TTYRGAL MMEMBRAWGIRAN, SMALL.RUDDEEATE g LLN6. V4'PHt FT. V4'PER FT.ROOF SLOPE. AU* (4)4 (4)I-9H'XM'LVL W W S/07W1' REFER TO FLAT ROOF PROPOSED DETACHED ra S T GUTTERS 4 LZED 4�PITCHED LEADERS, PER fp STEEL FLITCH PLATES-UPSET �T7PGTION NM SHEET GARAGE GI.ASET NYS T76DING GORE - M. (ALIGN WITH WALL ABOVE) 6X4 POST TO Be EN IN TAI'HP PI4768. PROPpsEv f3J D'LauRe AZEK TRIM WITH p 2XI2 HEADER GAP AND BASE AS SELECTED (AN 1-3AT'X9-V4'LVL Mm.GLAD FASCIA 4 2X6 TRPAre0 SILO BY DINNER.TOP OF POST ENCASED IN TRIM,TYP. PERFORATED SOFFIT PLATE BOLTED W GALS. SHALL BE FA57ENED TO LVL ATTACHED UNDERSIDE TO RAFTER METAL DOLIS META T A-AS PERFROM EA. BEAM WITH SfM SON. BEAD BOARD GELLIR4 TAIL TYPICAL. GORNER W 7ERMITE SNELD 4 REFERSTRON TO S CONECTOR T FINISH,IYP. 7•i G REFER TO SHEET A-II FOR F PROPOSED 57 6'N 24' IA TREATED POTS ON 24'DIAK SELL SEALER TYP,REFER TO DETALL9,TYP. FOOfINS TO EMED 9'-9' T' H M OMM3 PER ANCHOR T MAIL SHEET RE _ u2 PREMOLVED A PROJECT LOCATION: -� IDMERATIO OVER AIR JONa FIVER TYP �, UtpBELOW GRADE 4 G AS PER ALS METAL 535 GAY HOME ROAD., �•i' T 9D'. OSB$HEA7NNSc(2)2.6 TOP DETAIL SHEET M-11 BOTTOM --- aT - FlR5T FLOOR EL.110'.� IN151®FUNK T-4 _ _ PLATE 2.6 STIRS 0 16' OP FTSS TO REST ON GRA-L -� � LAYER OF V756.BDre17NN v1' it�Ff FT: H CDT�FILL H SOIL I X WIN.1� SOUTHOLD,NY • PROPGRADE EL.90' INTERIOR UAJL.TYPICAL. PSP SOIL BEARNS OTIN GITY. EXIST.GRADE EL.T91' •.T• RESNEW SLAB fL CO E F NEW ANGeYORK STN E,SE ES BOTTOM OFF TTO RGiDEMULL CODE OP REW.YORK STATE SECTION T SFT ABOVE MIA R506ELPED HIRE MESH OVER GLASS 1,6ML 4'FOURED CONCRETE SLAB RE �APoR4• HATER TABLE OR WN5ULT NTH V RETARDER REFER TO.TABLE,R4022.SHEET A-1 FOR ENGINEER.IYP. COIL".STREN6M TYPICAL FOUDATIDN MALL CON57RUGTION. BOTTOM OF FORTING s>FLnu a AB,4•MIN.THICK BASE GOUtSE CONSISTING' D•POURED c EWF W( 94 FM113AR WALL ON.ON U'OF.POURED WOO t 13-4.D7 Y OF GLEAN GRADED SAND.GRAVEL CRUSHED STONE GONG.M.S.BEARNP W(P I REBAR EACH NAY.TI U TO R SOIL T ` CRUSHED CONCRETE OR CRUSHED BLAST•FUWIAGE PEP MIN 6E/1RR N TER Y M BOTTOM TT FORTING TO REST O SLAB PASSING A 2'SIEVE SHALL BE PLACED ON THE ABOVE xIBELO CATER TABLE 1TP.(BOTTOM E PND.WALL V BE SEAL AND SIGNATURE: VOL S'-S'BELOW 6RADPJ:LI[L1D APPLIED.WATERPROOFING OVER �5EGTI ON D HIGHEST EXPECTED GROU! HATER E-I-' SECTION "G-G" PREPARED SUBORADE. FIBER MESM OVER POUOAnON FALL TYP. SCALE.1/4'=I'-0' EL.OD SCALE.V4••1'-0' (2)1 3/4'X 11 V4'LVL RIDGE AVER 194 2X6 G.T.•32-OZ.UPPER - EL OVER D- PER RP/1F"�TER W01 WlB LMIISID�ETA"SLL. THIRD OF ATTIC. PERTRAF7PLERR WOVERMAT�LW IEDLETTA� 2J46 G.T.•92'OL.UPPER ICE AND SW W MEMBRANE AT SLEET A-IL VY fA%SFPJ�7HIN6 2x1O TD.RIDGE. SLEET A-11 V2'GD%SIEATIOIK 2XU7 TURD W Ai71C. ALL ROOF STARTER GOUGES, AS P RAF7EfF'•W'OL.4 RAFTER nE5 - ___ ROOF RAFfTERS US'OL.�RAFTHi�vES HIPS 4 VALLEYS,TYP. %HELD TOT"IFxTErm To R BD.RDGE.� (2)1 3/4'X II V4'LVL RIDGE S"SNIEiEDRTo e%EID TD•RI�E FaR 2�Q TO 4,12 ROOF P rC4IE5 �RP _� 4,1Z ROOF PROLES R-45 CLOSED GELL SPRAY PDAH IHSIIL. NOTE:BY INGLVSION OF TV45 NOTE,THE ON ER HAS MRL.GLAD FASCIA 4 SOFFIT 12 ® MIL.CLAD BEEN ADNSED TINT'PRIOR TO ANY GONhT=TON AT7A AW To UNDERSIDE OP F FASCIA 4 RAFTER TAIL TYPICAL T R-44 CLOSED CELL F ANO/OR DEMOLRONNORK•IT SWILL BE THE OMERS O AG1ED 70 RESPONSIBILITY TO OBTAIN A EWING PERMIT FROM ATT®FOAM INSIA-. _ JL s DUNDERSIDE OF THE 6OVERRRI6 EALOINS DEPART EWL 19 2XO GAL•16'Or_ O RAFTER TAIL ARGHREGT DOES NOT REf/JN9EW A!O DOE5 NOT ALUMINUM LEADI SG 4 D61N6•D'OL. 'O D61 R-44 CLOSED DELL TYPICAL GUARANTEE THAT SOLELY BY 71E PREPARATION OF ALUMINU 4 LEADERS,SUED 4 SPRAT FOAM 1161L. ATTG._ 'o THESE PLATS GIWLL GON5TRLGTION OCLIRL PROPER PITCHED AS PER NYS BUILDINGANP CODE.TABLE P[Mjb ( R-49 NG L_ - R-49 DGUL. TOP PLATE rC _ _ _ REPAR MEN APPROVAL BY A(IRM PRIOR DEPARTMENT OFFILW.B RfTiURED PRIOR TO VY 6TP. S/D'Nf14'STEEL W 9/H PLATE STEEL (3N 2xD r MIDON IEAD� iTP. V2'GYP.BO.TYP. WN571WTION BD.TYP. FLITCH RAVE W(9) FLITCH PLATE W 1EADHR M. (5)2+D HEADER I-9/4•)W LVL UPSET. LM T�'Jtl6'LVL �FLOOR BEDROOM gl ALUMINUM . Ne41e4 LAIN Revi4lon4 LI6NTYEIGHT METAL F BATHROOM 02 GUTTER 4 4• . ROOD c"NOPr,BRACES.AM k LAUNDRY BEDROOM•1 BATHROOM EI k ' (a&Nr.•T-07 _�''•'`� e�AD GUTTERS SIZED ND. om. Ixl�s ma Rcrula. CONECTORS TO Da16NED (aG.M.•W-W) /N�,NAC:TFITi) MO.Mr.•T-07 •t WILL HT. CL6) PER Hys GED AS FIELD FEASUftN6 AS PER MANUFACTURERS �'-� F SPECIFICATIONS,TO BE (HALL W.•T4Y n k INGH FLOOR SELECTION BY OV4ER < TABLE RI06B. SELECTED BY OMfER tC pL aL OVER 3/4'T46 PLYWOOD SUBFLOOR m TALDN6 CODE O DE51EXISTING GOIDIT5 F R CLIENT DRAFTING DESIGN DRAMNFfi FOR CI.IEM �i PW5 TRAY GL6) _ (SGf�N 4 FaLVFJ.16'DEEP OPEN N•EB n RESIGN SECOND R 7RlJ FLOOR J715T5•16'OL.W pL LURING PER VH DE516H DRM AN65 LI FOR GFM ROOK_ GR6fs BRD6IN6 D D'-0-0.,MAN. _ WOMEOM M OVER REVIEW AIR INFILTRATION DE516N PRAKN55 FOR CLIENT BARRIER UZ'OSB /24 REVIEM TOP RATE R-21 IIFAIL. R-21 INSUL. R-21 INF4�L. TNN6.(2)7a6 DESIGN DRAWINGS FOR CLIENT FINISH FLOOR SELECTION BY OWNER OVER TOPSTUDS 0 2X6 ��24 REVIEN C`_------- yr GYP. 9/4'T46 PLYWOOD SUBFLOOR(SCREW 4 WINDOW AND va'GYP.BO. V2'GYP.BD. BorroM RATE i I ./24 PROSREDSIBID SET (3)1-W4•%Ib•LVL HEW SDIR I IL RATI HOMEOWNER BD.7TP. GLUE).W DEEP OPEN NEED IF465 FLOOR LENT• TYP. LAYER OF VZ"BUPA OVER AIR IIFLLTRARON FIRST FLOOR DROPPED. JOISTS•16'OG.W CROSS BRIDBNL9 4/ Bp.ON MERIOR /24 CONSTRUCTION DRAWINGS B)2xd,T.P AT SHEATHING, (3)1-3/4'%4-V4•LVL PA'.0 MAX.5T OR EQNAL TO BE ( UOX,TYPICAL. CONSTRICTION PPAMM55 (2)0,G TOP PLATE 2ds 57WS• m VA OL.2.6 BOTTOM PLATE 4 1 k � INSTALLM as KITCHEN LAYER aP v2•GYP.ED.ON INTERIOR UON.TYPICAL k c MUD RM. BATHROOM R4 (as.Hr.•ID•-0•) R $ FOYER GREAT RM. � � � TREATED (W 2x&PRESSURE TREATED SILL PLATE (a6.M.•W-0h (Mo.Nr.•IO'-0) n (GLG.HT.•IO••07 FLOOR SELECTION BY (aG.Hr.•IOC) n 51IALL eE BULLT IN511 FLOOR$eLECnaN TY BOLTED W 6ALV.METAL BOL75 AS PI OW ER OVER 3/4'T4B OWIER OVER F.l14•T4B ELATE BOLTED OL T4oRL W. jg-14 TABLE 32B,SHEET AA 4 12'FROM EA K GLEAN FELL IL b' GALS.FETAL BOL75 CORER W TERMITE SHIELD 4 SILL PLYWOOD FLOOR J ISTS 14 4 YHR D.TOP 500.A5 <k PLYWOOD FLOOR J(SCREW 4 AS PER TABLE 92B. SEALER TYP:REFER-TO T GLUE).2.10 BOOR JOISTS 41 16' IRED. m 6LVPJ.2aD FLOOR.L7575 4/W' SHEET A-1 4 12' SGTFI tv 1000-56-5-�3 DETAIL SHEET A-n. OL.W CROSS BRID64HS• n 2X6 PT. Of..W CROSS PROBING• FROM EA CORNER 0'-0.OL MAX. FIRST FLOOR SUL PLATE. D'-0.OL MAK W TERMITE$WELD GRADE SMALL BE 4 ZONE, R40 R-IR GATT NSUL. EL.HID'. R R-19 RFJAATION. _ - b BILL GuFE ar w WITH CLEAN J --- - _ l ROOD ZONE ZONE 'X' FILL AND 6'LAYER 1 1 J GRADE EL R D (l)2XR P.T.- to 2X12 P.T. 1 ` A.y oA�soIL AS GRADE EL 50 ur IiY1VOLDED JOINT FILLER TYR GRAYS SPACE h -_- e. GRAYS SPACE' SBV05 NONE FL 1.41 IR'PREMOLDED JOINT FILLER TYP. Dr-NY. DLS/ICr ,•-T• TYR-� ATION .F 1 CHOW,10'PIC11fZED /EN 51_AB)TYP),RN GOMPLIANCE NTH 2O20 .-TF TYPICAL FOUNDATION HILL CQISTRGTION,10'POU42ED NEN SLAB TTW�(N GOMH.IANCE NRN 2020 CONCRETE FOUIDATION WALL ON 12.24-DP.PYARED GONG. RESIDENTIAL CODE OF NYS,SECTION.R506). . DOWEL 4'-0' F CONCRETE FOIRDATION PALL ON 12TQ4'OP.POUR® RESIDENTIAL CODE OF NYS.SECTION RSC6). O.G„7YP. FT6.RERF W(W 44 RETAIL EACH WAY.ON UNDISTURBED SOIL 4•POURED CONCRETE SLAB RERF.W6x6 MAa M.4 BD.FOORRS CONE.PIG.REIN•w('A•4 REBAR EACH MAY,ON 4'POURED CONCRETE SLAB RENF.Wbxb MAx WI.4 Daly 10/10/7O A• PLP MN BEARING CAPACITY).HORIZONTAL HELPED HIRE MESH OVER CL.ASG L 6MLL VAPOR 4�WITHIN 12 INCHES CIE THE TOP RETARDER REFER TO 2020 RESIDENr1AL GODG -- UNDISTURBED SOIL(U'INFORGE PSP MIN.MEMM ONE INCHES OF��OF THE HALL NO, GWITHIN J. MELDED R.HIRE MESHREFER OVER 20 RESIDENTIAL VAPOR OF STORY AND N04 B e e M0.EIGHT OF TA13LE'R4022.SIFT A-1 FOR GONG.STRENGTH.TOP HIGHEST RETARDER REFER T -1 FOR GONG. SIAL CODE, - 1. TORT PER 2020 NYS S 4041 ZAT ALL REBAR OF SLAB SMALL BE AT GRADE ELEVATDK SLAB EXPECTED TABLE R4022. 11EET A-I FOR GONG.ELEVATION. SLAB TOP TO HAVE MN 3•CONCRETE COVER BOTTOM OF FOONN6 To SHALL BE PITC4W VD*PER FT TOWARDS FLOOD F F GRELENATERW&E OF SLAB SWELL D D GRADE TOWARDS TOIL LOAD AA 2ONC ETE .4041 I ALL REBAR TO NAVE REST 9' STALL BE PITCHED VD'PER PT TOW1RDr FLOOD REST 9PT ABOVE TO DE WATER TABLE,TYP.ADW.IJ OF VENTS, FL IDD' CONCRETE COVER.BOTTOM OF FOOTING TO REST SIFT VENTS. PFI-__-I S 4'MIN.THICK BASE GQ 6E ABOVE NEAESTWATER TABLE TYP.(BOTTOM OF BELOW SLAB,4•MM THICK WISE GOLR.f FQ4DAnOlI TALL ro BE MTl 9'-9'880Y1 GR/1DE1.LIQfID --- APRI®ON WALL r1rP. OVER FIBER NUI OVER CRUS ED.S O GLEAN REARED BLA GRAVEL a a FOUNDATION W1LI..7YP. CRUSHED.STONE,CONCRETE OR BLAST-FLWIACE /� J� FpROAT011.WELL TO BE MIX,9'A'BELOM/6RADPJ. C01£F6TM5 OF GLEAN GRADED`VINO.GRAVEL, SECTION "$-$" �,RED DeIEVE LHALL.BE PLACED ON THE ^ S GTI ON "�•{-r{"w�Fwp��MA T v CMG OJ6[PIKER MESH PA�•.fS CONCRETE SHALL�PLC TIE Pro.North OF 15 SCALE 1/4'•F-O' , `SCALE.V4'•P-O' ' 90 NOT SCALE PRINTS MMM HEIGHT OF MAIN `\ --------------------------- ----------------------------------------BI�I.LO a•-T ---------------------; -------------- Y/ I E 5 EIci / ICE ANO 9011 MEFERAIE AT ALL \ / ROOF STARTER'""S5 HIP5 \ D VALLEYS,TYP' `\ ° To VALLEYS, ARCHITECTURE.PLLG �+D•� PH,651b165516 — /� ATTIC VENT WITH E:DIE5ELARGHITEGT�6MAILLOM INSECT,SCREEK TYP. NEW ASPHALT ROOF E,NY 1101 MAVERLY AVE,HOLTSVILL IR42 SMNGLE5 ON I-FELT -OVER B� F '�i / O PELT PAPER W GE 4 \ i- MATERSHIELD TO EXTEW FROM \ dIE THE EAVES EDGE TO A POOR AT LEAST 24- INSIDE THE EJUERIOR MM 9LlUM0�w6 7XD RM- L \ ATTIC. �, RAFTERS•*' O.G.O RAFTER \ -— / W VENT®'SOFFITS T16 AS PER DETAIL SHffT. `\ 5 �� / W 4 CURERS h0 \ PROJE?GT TITLE: ��IGNrOF LEADERS,TYP. E(r�5 ,T.. ---- RFI W: �:"E' �N� PROPOSED DWELLING d ------------ ------------ rSEC40W FLDPR PROPOSED DETACHED GARAGE IVNDON1EAD IGIHY. SONG PER HOMEOMfBR OVER ~ § / 'y_— ■ ■ ® PBO.9 S AIR INFILTRATION BARHME\R TIP. as / CONTMIO/'ALIR9NlMSECOND FLASHING AT ALL MALL faW9 fatal C / TO ROOF INTERR<_ECTIONS. \`\ PLOOR- �' TYPICAL ` FCL�Gr FLOOR PROJECT LOCATION: —ALL HEYIHOIDOKSARE H(E��p�spHfrL°�OOR 555 BAY HOME ROAD., rn '' CTROOIO C7R3010 P'JOSS PODSS SERIES T W DOUBLE $— I 50UTHOLD,NY ALL MOOOIS To BE I PER S5PECIPIICATTIIOW TY�P.(.ALL SIDING,PER - x •L I MNDOMS SHALL RECEVE HOMEOWNER OVER I STORM PANELS.REFER TO. a 1 § § 1 INFILTRATION I T DETAIL ON SHEET A-10) 1 0 � 11I.ARRIER, IF W BE SEAL AND SIONATURK-N CLEAN IILLF AM a- FEI�IDIt LAYER.OF TOP SOIL AS REWREO.GRADE40'•_ �6RADQ PI 9D b d I I Bye y L,•,wOb AM STEPS I TO GRADE AS PER NTS COOS J I I I SEE STAIRS MOTE SHEET A-2. FRONT ELEVATION r'-------------------------------J., r------- -----------1 �S,fFN.FOLINDATT BOTTOM 9a.FOOTlt6 --------------------------------- ION --------------------------J OF FOOTING,TO REST OFT ABOVE ---� Sf.ALE.I/4'c I'-O' --------------------- HIGHEST HATER TABLE OR 00HOM.T WITH ENGINEER TYP. _-------------------------- MAK 6EIGIT OP MA IN ------------------- ---------------_ BullNOTEAYSEPTTIONHA PR THIS oANr THE OHER HAS � w•EuwB�350• � - `'" Bffl!ADJISED TfIATPRIPR TO ANY GOIbiRUGTIPN / ICE F STARTER A GOO RARE Ar ALL \ � I'� C E I V S ' ANV/OR DEMOLITION NOW,IT SHALL BE TIE OHERS / ROOF DSNO MEMBRANE HIPS L \ I L� V a I RE5P17NEM[TY TO OBTAIN A BLOLDw6 PERMIT FROM / VALLEYS•TYP. THE GOV13MW EIALDIN5 DEPARTMENT.RE Ta. O \\ Ba.RIDGB� // \\ .. ARCFOIELT DOES NOT REOBY ME REP DOES NOT aF a U\\ �71NT SOLELY BY TIE PREPARATION OF50LELY BY 71E N OC PREPARATION OF ����L����PROPER _ 0 C T 2 5 2024 IL.5 R��PRRIIORR TO \ , F / GABLE ENO VINYL ATTIC VENT \ R / MTH INSECT SCREEK TYP. ♦\ N.•es vd ReviM'ar . MR.CLAD FASCIA �} WVENTED SOFFITS \\ SoUtheId TOWO NA 20 hro EA RING, W 4-GUTTERS A \\ H �T,,,,.,,T,,{ ,,y FIELD MEASURNB ATTIC._ / LEADERS.TYP. i Board ul Trustees 17/L9/23 DESING cOHO1T10tFa DRAFTING / \\ vib/2al DESIGN REVIFl1 DRAMNS5 FOR CLIENT / \ YYN7ON IEM� VC„b'PRESSURE ` GARAGE.2DA' DESIGN DRA1'UN65 FOR Cl1EHT \ MAX HEIGHT OF MAIN U21 RENIEN SECOND FLOOR PECKINGI Ob' GOARD _--------------------------------- ---------_ R /24 DESIREVI�DRAIVING"FOR CLIENT BAILING AS PEB CODE.(SFP \ DESIGN RiAWN55 FOR CLIENT T� DECK CONEOBON DETAILS. SIDING PER \ �� REVIEN T SHEET A-IOVREFER TO TYPICALSTAIR HN7DML,GUARDRAIL 4 OV R ER AIR `\ Mr-14 PRO64FMS VBV A-2. (F SET § Y ILTRATION F NOTE, T BARRIER TYP. /34 CONSTRICTION DRAWING,-, 8 PIQOPOSED b'SOl1ARE \ 4122r241 COHS7WICTON PRAMN55 SEGarO / IBER6IM F]OI.OSIRE M711 WEN ASPHALT ROOF \ CM BASE.TYP. SHINGLES ON•W FELT \ F er FLOOR, �` _ \\ Projct W. 25-14 MH✓DOYi OCZOR HEAD IGIR• AZFK iwM.T.P• \ _ SC71'1 9: 1000-56-5-�3 PI FLOOR—� 4.4 P.T.DIAGONAL - F. © 4a4 PT.DIAGONAL BRACNG. \� A S TONE: R40 1 T� cTR3010 CTR30Io cTRO0i0 TR3010 TYP.WGALV.METAL LAG I ��ILM6' L I TYP.WGALV.METAL LAG BOLTS TO POST L GIRDER TYP. I RPOD TOIE� ZONE 'X' 80.7E TO POST LZ-6Xb, I AIRMEN.TYP.VOINS ARE OVER 1 SENERS NONE § k I war uW OU13 � �T TYR sERIa uax w DOISLe D.om BP DL5/KrPANE LOM'E'GLAZING.ALL YUNOOYS TO BE 1L FLASHED AS PER M FG. HOR TYP.flPiT FLOOR SPECIFICATIONS.TIP.(ALL ED IN b' 1 D" 10/10/25 HSTORM PANELS.REF TO NP SEDETAIL ONT A-IOJ m BY FLOOR EL f4t DE I. a 9D�GRADE 7.v Q I RAISEDASONRY PATIO REAR ELEVATION I PWITHER 5TC5 To GRADE As 1 GRADE a'Al B'd 5 NOTjTT A-Z ' D ' r'---------------iJ-------------------------------10 --� r--------------------------------', wus�i P�Dorirr�"�BOHTOM ProyNoTth OF 15 L---------------T-'------------------------ --J L--------------------------------J OF FOOTING TO REST 9Fi ABOVE ------ G�ONSgULTMTi�EN6,��TP• 00 NOT SCALE PRINTS Dl�a�l� RO AND A STARTER MEMBRANE�AT ALL W ..- REAP STARTER EMRANE HIPS 1 n��/ TA.RIP6E, VALLEYS,rM. NEW ASPHALT ROOF D ARCHITECTURE,PLLG BA.wD6E. SIINIXES ON 15511 FELT ' PH,631A165516 E:SESELARGHIMTOOMAILLOM OCT25 2024 1101 KAVERLY AVE.HOLTVALLE,HY IR4Z OCT 2 5:2024 F O O ALL NEW K400145 ARE 'ANDERSEN UNITS 400 CONTINUOUS ALL" µ 5ME5 UAx W DOVELE FLAWINS,AT ALL WALL SOUtt1OId Town0' ATTIC. PALE LOW'E'6LAZIN6.ALL TO ROOF INTERSECTIONS. -— - ----- YINDOMS TO BE FLAMED TYPICAL SECOND AS PER MPG. Board of Trustees I. SPFLIFICATIOB,TYP.(ALL PROJECT TITLE. MINDOH5 SHALL RELEVE WINVVH HEAD MIL�� - - -- PETTAL ON SHEETTAA--W)O 1] PROPOSED DWELLING & 'EG"T• FASCIA/ _ 25� RJOce PROPOSED DETACHED SECOND FLOOR sOFFITs W 4' &JrrERS 1LEAPE �IpEGICIIL 19 6N 60ARD 0 �• RAILM PE 6 AS R CODE.(FIFE ' SIDING PER MINDOH HEAD GARAGE F DECK CONNECTION DETAILS, . HOPFOVO4M � lIT. SHEET A-IU.R�TO OVER MR a SWING,FEZ TYPICAL STAIR HMIDRAL I / INFILTRATION HIpM¢'pYfER OVER 6UARDRML NOTE SHEET A-7. MTL.CLAD / BARRIER.TTP. SEMI AIR INFILTRATION AZEK TRIM,TYP. FLOOR._ BARwER 7YP. FASCIA W VEHfED 50FFfis / FR 4. Sr FLOOR 4N4 P.T.DIAGONAL BRACING, LELEADER5.TYP.1 / FLAT/REFER ROOF T us. TYP.W&ALV.METAL LAG a PROJECT LOCATION: HEAD H OSH DOOR B0.T5 TO POST 1 61RGER, D A-6. B�Er 555 BAY HOME ROAD., HEAD IE16HT• �' M6. FOR97 FLOOR. I ATTIC. -'Ln SOUTHOLD,NY SLAB SLOPE__ 6X0 POST TO BE SET IN V4•PER FT. ---_ GEILMS. TS sALVANIZED METAL ANCHOR TYP.AND ENCASED IN O'5CWARE 1'4 AZEK TRIM KITH CAP AM 1056'LI6HTMEI6HT METAL FRAMED BABE AS SELECTED BY AZEK 7RRL ROOF CANOPr BRACES,AND OMf�. TYP. CONNELTORS TO Be DESIGNED AS PER 5PEGF�TIONE,TO BE SACTURERS ELECTEDc Br N SEAL AND SIGNATURE: FIRST FLOOR EL INC. FINSHED F 6RADE EL 4A n,9C. GRADE. 1 BOTTOM OFFGOING OTINS TTI R HALLS 1 F100ABOVE HIGH,TYP. I RASED MASONRY PATIO I BOTTOM OF FOOTING M REST H E ABOVE II6HEST hUTN STEPS 70 GRADE AS,T I HATER TABLE OR CONSULT w71H ENGINEER,TYP. I I PER NYS OO°E,SEE 1 I IN 6 LVATNTIIED 5E7 I I I STAIRS NOTE SHEET A-]. 1 METAL ANCHOR TYP. 1 --1 ----------------1 ---------------------------- AND ENCASED M O' ---------------- BA.FODTN-6 AA r-------------------- r' -I - SGUARE AZEK TRIM ---�P L---------------------------------------L----------------J L-----------------------------J MIN CAP ANDBASE RIGHT SIDE ELEVATION RIGHT 51DE ELEVATION 0 OARAGE AO�R'�°�` SCALE,V4--1'-0- SCALE,.V4'v 1'0- NOTE:Br RGL1510N OF n15 ROTE,nE DATER Ivs DEBT AW15ED THAT PRIOR TO ANT OO mW'nDN TA,wP&E. AND/OR DEMOLRNRIW K,R SHALL BE TIE ONERS --— RESPONSIBILITY TO OBTAM A BUNDIN6 PERMIT FROM THE 60JERaIN5 WLDMS DEPARTMENT.RE ARCHTIECT DOES NOT RELOM4ffIm AND DOES NOT QAARANTEE TIiAT SOLELY B1'THE PREPARATION OF THESE PLANS SHALL LOTRLGTION OCLLR PROPER REVON AND APPROVAL BY A GUALIFED BUUDM6 T. NEW ASPHALT RDOF DEPARTMENT OFFICIAL 15 REOUOW PRIOR TO F, SHMSLE5 ON 151 FELT C*157R CTIDH hue-ad RCO.I.M W. DA. I.-vd R"W- ASECOND V2BW TTG FIELD MEASURM6 ad:— . 0113ll3 EXSTM6 0OND171OFs DRAPTRHG ALL NEW WNDOH AND ARE-ADIERSEN' 17 IVW/35 DOOR HEAD UNITS'400 SERIES MrL.GLAD FASCIA v39 REVIEW DESIGN DRAMOX FOR OLIEM T• UOIL W DOUBLE ■. ■ W VENTED SECOND FLOOR 'E PAIR LOWRK. ' W 4'SUITNTED S VH REVIEM ON DE516N DRAHINEf SECOSECONDFOR GUENT f. 6LAZ ALL G 9 � LEADERS,TYP. EW T ENT MINDOME TO BE \ REVI16N 1 FLASHED AS PER DESIGN DRAWNSs FOR CLIENT MPG. \ ?nQ4 REVIEW = F SPEOFIOATIONS,TYP.(ALL YIIOCT�6 SDM6 PER \ 124 PR06RESSIBID SET � SHALL RELIEVE SECOND STORM PANELS OVER IR R \ 24 CONSTRUCTION DRAHM65 FLOOR REFER TO DETAIL MPRTRATON \ FLASHING O ALL 4—ION DRAMIYt' — ON SHEET A-O) BARRER TYP. \ IMER5ECTION5, FIRST FLOOR 6X6 POST TO BE SET XALL TO GLG- - -- M6ALVANIZED D D TYPICAL METAL ANCHOR 7YP. HINDOMI AND DOOR AIO ENCA.S�M O' scuARe ASE rRn4 D Ttljat W. �3-14 NERD NE16M• 51,1' OS.S' I 0 FIRST FLOOR HI711 GAP AND BASE WOW CONnNIOs yp' AS SEF BY V4-O FT• scm 1, 1000-56-5-23 ALUMINUM ALL HALL TO F�IRROOOFFCCANOPY. IDNE, R40 � �? FLOW zaE, ZONE X I TIONS, T AS PER KTL.C4" a TTPIGAL MANFACTURERS FASCIA W SPECIFICATIONS.TO BE __S FITS BB9ERS, NONE. SELECTED BY OVER W 4'6URER+1 A2��� ' LEADERS,1. D. BA CIL$/KP FIRS TYP.EL FLOOR T . EL.IIC_. SIDING PER Data I0/I0/25 NOMEOV8ER GRADE EL � 9A RINFILTRA AIR �—__— I I I ION MASONRY LAHDM6 AID STEPS 1 1 BARwER TYP. I I 1 GRADE FL 7AI c I I I -~ --------sEe9TAM�RaSHDTE5HEET---------- 1 1 I LEFT SIDE EL V�4TK ---------11=----� ------------------- ITN REsr N}�. 1/GOING.FOLOVATION - yy---1i-_-_------------I, OF 15 BA.FOOfIHS -------J OF FOU FO To AB LEFT SIDE ELEVA IGN-Q-&ARTTCE------------J Pro6 North NET MRATER TABLE OR SCALE,I/4'v I'-O' CONSULT MI1N ENGINEER tYP. SCALE,V4'•I'-0' 00 NOT SCALE PRINTS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook.50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION November 4, 2016 Joseph Magagnin 535 Bay Home Rd. Southold, NY 11971 Re: Application#1-4738-04493/00001 Magagnin Property: 535 Bay Home Road SCTM# 1000-56-5-23 Dear Mr. Magagnin: Based on the information you submitted the Department of Environmental Conservation has determined that the existing bulkhead is functional, more than 100.feet in length and was constructed before August 20 1977, as shown on tidal wetlands aerial photo 716-548. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation , or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. i This letter shall remain valid unless site conditions change. f Please note that this letter does not relieve you of the responsibility of obtaining any j necessary permits or approvals from other agencies or local municipalities. l Sincerely, f i I Mark Carrara Deputy Regional j Permit Administrator cc: En-Consultants BOH-TW I File aEKY Department of SMfEC/ Environmental U7POAlUNRT Conservation 1 ,.. ,} .-r•* l .. r _•, ?Y+� � Z. t q: 1/7{d?. (f�,1\11�b��1 t , �.: 4f �� -�•,� 3 ll-}rib ry_ ,e �! ��' 1�, , A - _ .. ,.. ., -+Il ,,". .e1s•�- '*fir 4.. t 11 , r. I 535 Bay Home Road,Southold R •et 4 t 1 �y f) 1.0 /. �.A �.yr' s�,,'/�,�_• ;T1F. .,ram ` 2 r.:R t y� _ NNi To,( . �jr' i�. •.•'try' y+k µ� �AdrF�gg� ��� � �?+�-t `',j��*� � •:' i �,J•:�LL `�x - � — _- 11 � __._-____- 41 4 yam. .. � � }?�,. 1�as � x � � i ,� ��� •— "`•_ it t ry � _ _ 535 Bay Home Road,Southold \ ha�y� . P J •CL 4 f ti''=:^ Vj.JL � '�.• ail. - —�—'_. �__ \ -- �-'-':y.�.'.� _ � _ t <. 01 w - — r _ } as !I t A•�L � tt{'�Y'r��� II a,k 1' 'p��,1 535 Bay Home Road,Southold iy} a,♦ �!4 ;, a yg 3��I. 1gqid'�?,`I( � y� I � T X�':'���*.-f,.- .�a/`.i,`AI' r.�,� YiY,:i� t . �^ .... :. ^ic>d.�li,.! -iu;�..Itf1�✓.a:/A.+ �.�• il:. p•. � .�„ ���t��� �,y.�.'�i ,,may- � l S - lit ,�� I�� �� � :� !� ..♦' psl x11 r'j 41-4 1xCA� t „+ � t ala+ 'R• f IC ti �1iIF�4 F ly�y�•�l,(SC(;� _ At� f �. �f,'n + i !dGrrw f ��ii a4 l fH* 4nY" :�• 'q �' ,1 - � ��i h�Ff• �� -- _— 6.:. '�� mil,:.: �.,-: 4�-A.� � li, A? 1•, �..•�� �,� {'�� v �dll'�gg „�� •y1 +��1r�a'�g1Y� _ � � ���. ���' ���"� �`�� � •. ,/,�lt 1 ! _ I �'Cficr, Al (j^�( _ � .- �^,,: i `kit Ir,,y � � •�� .� .: -'A � .,xa nt / _ }�, l,I„y "�i� xy. i�¢ t � k.+, .y � q � 3 '+`'�'�^✓ � !! .7F '4 J,� 1... ->. v 1y �.' !I,-'iJ may" .. 6 ''�1►r �2 :��•�,i :A t ti;ry�'.Ow y M1�r ,: :'�ti• *AW 'i�,�, '7.;� , �W+� `3► v ..wt. ( ,. 4.,: x ,4, ' L,t` a^pO�'` m` ,rA t"►kc*`4.MOW — '7 ��y�° s— �` 1 + e r jet,+}� 'M� y ¢ F'f ^ -ti � �wyi,�.CL"� r � 1 I tit .� .. 535 Bay Home Road,Southold �, k t� _ • 1 t ' v�, '-r ,\,�. 11'�.'.zt {511G +•,�'.�yS.',:?Sv`.*�,�..R z.. 3a S. Y�.i•'C.s� y,•�• * '� t j �x. :mat Cell �. 4� • � s °�• t ` . K. 01 AL ' i i 1 i nk 'P4J• � 1 <' t 1� - c �-F at0�'•• :r 535 Bay Home Road,Southold _Z — _ — _Z— — — _ — — — — _Z_ _ \ ... •`•�. _ __ __. f / — _ — iz — _ �xE / r .ar i_ !n r r le ceanrasawa,c O e I�w z, `•,/\ i r ` aolnNaO n, r aiNH '4� ` @ 33 ,° a osux, a t ti42 1 a1M - o xsa p s lu l—' �•-. ,x � � , dt son neo n n., /i �_""'�• `y jam.� '�� FO ol 12 �,• toux,r a? � • Fq—8 \n \ 9 Sol, ti 13NH y \ ZLm TM \ r L31 OIaWO,! tl l \ ��'� '..1! ♦a ' � SEE SEC.NO.we ,i-jr..-� e "..M'° �:.°.....,. ••�°'•,•°"'�'•••.""' �.-' — �� .,. '.,a COUNTY OF SUFFOLK O N Nonce . ,�R ro ,aoa SEC—No , - - Real P-p—y Tea Service Agency ' ��+'+'�l..E a+ v E — —— —— —— - — — z.N w o�a„s aNff N.aa sN m a :ovD 056 n �A__ __ �-- —— ur • wGue.Awe..i�vYaL M"llwl KaIt OTNf,"iN(yV' ! � ____ S ruww,n rwv leeno=.caeY. 'yi a. � �o�Og�1FF0(,�coG y� Carol Brown,Chairperson CD coo Town Hall,53095Main Rd. Lauren Standish,.Secretary r P.O.Box 1179 • Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., January 8, 2025 the following recommendation was made: KIMDY REALTY c/o JON GRANO NORTH FORK BUILDERS for the demolition of all existing structures including swimming pool; abandon existing sanitary system in accordance with SCHD regulations; construct new two-story single-family dwelling with two-car detached garage, and new I/A sanitary system and swimming pool. Located: 535 Bay Home Rd., Southold. SCTM#56-5-23 Inspected by: Carol Brown, Nancy May A quorum of the CAC was not present, however the property was inspected and those present were in agreement that the new construction is out of compliance with Ch. 275, there was a concern with lot coverage, and a recommendation of a 15' non-turf buffer planted with native vegetation. r Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Thursday, May 1, 2025 10:31 AM To: 'Karen,Hoeg' Subject: RE: KIMDY REALTY- 535 Bay Home, Southold Good Morning, Thank you for sending the revised project description, however it did not contain the requested information. I used the dimensions on the site plans to complete the description as best as I could. Please be advised that the proposed outdoor shower must be added to the site plan prior to the public hearing with two revised sets of the site plan being submitted. Dimensions of the outdoor shower must be depicted on the site plan. Your noticing packet is complete. You can pick it up at any time. The Trustees site inspection is slated for Tuesday, May 6th. Please have the proposed project staked out and Notice of Hearing card posted by The morning of field inspecitons. ECiza6eth Cantred Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Karen Hoeg<khoeg@suffolklaw.com> Sent:Tuesday,April 29,20251:03 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: KIMDY REALTY-535 Bay Home,Southold Hi Liz, attached is the revised Project Description including the outdoor fireplace,outdoor kitchen/BBQ,and shower. Please let me know if there is anything else you need. Thank you. Best Regards, Karen Karen A. Hoeg, Esq. Partner Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 269 khoeg@suffolklaw.com I www.suffolklaw.com Be.Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. 1 *Wire Fraud is Real*. Please note there have been many recent instances of wire fraud.Any requests to,wire money must be made via direct contact with this office, not via email. Before wiring ANY money,call the intended recipient at a number you know is valid to confirm the instructions. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I I i i i Z i 1 _- KIMDY Realty 535 Bay Home Southold,NY(SCTM# 1000-56-5-23) Updated Project Description Dated: April 23, 2025 Demolition of existing single family home and attached garage (1,976 SF), wood decks(507 SF), pool (604 SF),timber wall, frame shed to be removed. Construct new single family two story home with crawlspace(1,462 SF footprint); 528 SF detached garage with attic storage space, 2 a/c compressors, balconies, outdoor shower,entry platforms, 559 SF covered porch and deck; 20'x 34' inground swimming pool, pool equipment, 5 x 5 pool fence enclosure, 1,902 SF masonry patio, masonry fireplace on patio,outdoor kitchen/BBQ,proposed IA sanitary system, 3 x 5 concrete pad for generator and generator proposed 1.5"non-turf buffer at bulkhead with 4'wide woodchip path. APR 2 .9 20 Southold Town Board of Trustees I I i I i KIMDY Realty 535 Bay Home Southold,NY(SCTM4 1000-56-5-23) Updated Project Description Dated: April 23, 2025 Demolition of existing single family home and attached garage(1,976 SF), wood decks (507 SF), pool (604 SF), timber wall, frame shed to be removed. Construct new single family two story home with crawlspace (1,462 SF footprint); 528 SF detached garage with attic storage space, 2 a/c compressors, balconies, entry platforms, 559 SF covered porch and deck; 20'x 34'inground swimming pool, pool equipment, 5 x 5 pool fence enclosure, 1,902 SF masonry patio, proposed IA sanitary system, 3 x 5 concrete pad for generator and generator proposed 15"non-turf buffer at bulkhead with 4'wide woodchip path. ® E E E APR 2 3 2025 Southold Town Board of Trustees I Karen A.Hoeg Partner TwomeyVkho g7 s u0 x2akhoe suffolklaw.com SHEA, KELLEY, DUBIN & QUARTARARO, L•LP 33 West Second St. P.O.Boa 9398 Riverhead,NY 11901 .I April 23, 2025 VIA HAND DELIVERY Eliabeth Cantrell, Senior Clerk E C E I V E i RTown of Southold Trustees Southold Town Hall Annex APR 2 3 2025 54375 Main Road J Southold,NY 11971 Southold Town Board of Trustees .Re: KIMDY Realty Application for Board of Trustees Wetlands Permit 535 Bay Home Road, Southold,NY SCTM# 1000-56-5-23 Dear Elizabeth: Our law firm represents KIMDY Realty,the owners of property located at 535 Bay Home Road, Southold,NY, SCTM# 1000-56-5-23, in their application for a Board of Trustees Wetlands Permit. On December 20,2024,your office advised that the application was incomplete and required a revised project description along with proposed fence,pool equipment,pool patio and drywell, if proposed. In this regard,we are submitting four(4)revised survey prints by Young& Young'last updated February 4, 2025 and an amended project narrative. We respectfully request that you continue to further process this application. Thank,you for your attention. Res e aren A. Hoe Encs. cc: KIMDY Realty KIMDY Realty 535 Bay Home Southold, NY(SCTM# 1000-56-5-23) Updated Project Description Dated: April 23, 2025 Demolition of existing single family home and attached garage(1,976 SF), wood decks (507 SF), pool (604 SF), timber wall, frame shed to be removed. Construct new single family two story home with crawlspace (1,462 SF footprint); 528 SF detached garage with attic storage space, 2 a/c compressors, balconies, entry platforms, 559 SF covered porch and deck; 20'x 34'inground swimming pool, pool equipment, 5 x 5 pool fence enclosure, 1,902 SF masonry patio, proposed IA sanitary system, 3 x 5 concrete pad for generator and generator proposed 15" non-turf buffer at bulkhead with 4'wide woodchip path. p E � �1 � APR 2 3 2025 00 Southold Town Board of Trustees i i I i Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, December 20, 2024 4:09 PM To: 'khoeg@suffolklaw.com' Subject: KIMDY Realty;SCTM# 1000-56-5-23 Karen, Regarding the application referenced above at this time the application has been deemed incomplete. The written project description is incomplete. You can email me a revised project description, however all dimensions(footprint)of all proposed must be part of the written description along with proposed fence, pool equipment, pool drywell,a/c, generator, porches, balconies, entry platforms,etc. Will there be any on-grade patio for the pool? If yes,that would need to be added to both the plans and written project description as it required a Trustee permit. Do you have a stormwater runoff plan? That was not submitted with the application and is required. Please be sure to have a drywell designated for the pool backwash depicted on the stormwater runoff plan. I will be off until January 2,2025 if you have any questions regarding this email. Sincerely, ECiza6eth CantrefC Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 I I� 1 Glenn Goldsmith, President1�Q�SQUj ��. Town Hall Annex A.Nicholas Krupski, Vice President r{�© 54375 Route 25 t P.O.Box 1179 Eric Sepenoski 95 'J Southold,New York 11971 Liz Gillooly cn Elizabeth Peeples O Telephone(631)765-1892 Fax(631)765.6641 VW BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only 3 Coastal Erosion Permit Application X_Wetland Permit Application OCT 2 5 20PA Administrative Permit Antendment/Transfer/Extensi I _ Received Application: jl]�J�a'� 8ouftdTown t' Received Fee:S 1 f / _ ofT�� Completed Application: I _ Incomplete:_�oZ��O SEQRA Classification: " ype I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _ �LWRP Consistency As rent Form Sent: 5 a CAC Referral Sent: Date of Inspection:_ a Receipt of CAC Report: N_ A _Technical Review: Public Hearing Held: —11 a Resolution: Owner(s) Legal Name of Property (as shown on Deed): KIMDY Realty c%Jon Grano North Fork Builders Mailing Address: 47 Waterview Drive,Sound Beach,NY 11789 Phone Number: (631)241-7612 Suffolk County Tax iVlap Number: 1000- 56-5-23 Property Location: 535 Bay Home Road, Southold, NY (If necessary,provide LILCO Pole #, distance to cross streets, and location) AGENT(If applicable): Karen A. Hoeg,.Esq. Mailing Address: PO Box 9398, Riverhead, NY 11901 Phone Number: (631) 727-2180 Ext. 269 Email: khoeg@suffolklaw.com '5pps D �LSOUM101dTown Board of Trustees Applica'�.on WETLAND/TRUSTEE LANDS APPLICATION DAT Purpose of the proposed operations: Demolition of all existing structure -i swimming pool; abandon existing sanitary system in accordance with SCHD regulations; construct new 2 story single family dwelling with 2 car detached garage, install inground swimming pool, new IA sanitary system. Area of wetlands on lot: None square feet (property is bulkheaded) i Percent coverage of lot: 19.6 % proposed / 18.9s existing Closest distance between nearest existing structure and upland edge of wetlands: 35.4 feet to bulkhead from existing pool;* Closest distance between nearest proposed structure and upland edge of wetlands: 54.5 feet from bulkhead to Does the project involve excavation or filling? ElNo ✓ Yes pool, 84.1 from bulkhead to ,��_ If yes, how much material will be excavated? 300 cubic yards proposed house - *+/,82 ft.from How much material will be filled? +/- 300 cubic yards bulkhead to existing house. Depth of which material will be removed or deposited: +/- 4 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Any excavation material is proposed to be used on 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): The proposed project will not have an adverse impact on Wetlands. The property is completely bulkheaded (see NYSDEC NJ letter dated November 16, 2016). The new construction proposes a new low nitrogen sanitary system, a proposed pool over 20 ft. further landward from the bulkhead and the proposed house and detached garage are also being pulled further landward. i Board of Trustees App1icz-2__-)n i GENERAL DATA Land Area(in square feet): 16,429 SF Area Zoning: R-40 Previous use of property: Single family residence Intended use of property: Single family residence Covenants and Restrictions on property? Yes =No If"Yes", please provide a copy. 10 ft. Drainage Easement Will this project require a Building Permit as per Town Code? Yes nNo 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? —EI_Yes _✓ _No If"Yes", please provide copy of decision. his project any demolition as per Town Code or as determined by the Building Dept.? re Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes—0_No Prior permits/approvals for site improvements: Agency Date Trustees#1330C April 12,2017(new vinyl bulkhead) CO#15220-swimming pool with fence 1/23/1987 CO#Z6785-private one family dwelling 11/18/1975 SCHD 9/16/1974 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No—a Yes If yes, provide explanation: Project Description(use attachments if necessary): Demolition of all existing structures including swimming pool; abandon existing sanitary system in accordance with SCHD regulations; construct new 2 story single family dwelling with 2 car detached garage, new IA sanitary system and j swimming pool. � r Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete;Part 1 based on information,currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information KIMDY REALTY Name of Action or Project: Project Location(describe,and attach a location map): 535 BAY HOME ROAD Brief Description of Proposed Action: This project is the demolition of all structures including the pool,abandonment of a sanitary system in accordance with SCHDS regulations; construction of a new 2 story single family dwelling with 2 car detached garage,new IA sanitary system and swimming pool. Name of Applicant or Sponsor: Telephone:P 631-727-2180 X269 KAREN HOEG,ESQ c/o TWOMEY,LATHAM,SHEA et al E-Mail: KHOEG @ SU FFOLKLAW.COM Address: 33 W.2ND STREET City/PO: State: Zip Code: RIVERHEAD NY 11901 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 El be affected in the municipality and proceed to Part 2. If no,continue to question 2. FV 2. Does the proposed action require a permit,approval or funding from any other government Agency? ,NO YES If Yes,list agency(s)name and permit or approval:SCHDS,TOWN OF SOUTHOLD,SOUTHOLD TRUSTEES E 3. a.Total acreage of the site of the proposed action? .377 acres b.Total acreage to be physically disturbed? .145 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •377 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) •❑ Industrial ❑ Commercial ❑✓ Residential(suburban) El Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑� ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Peconic Bay and Environs,Reason:Protect public health,water,vegetation,&scenic beauty, If Yes,identify: Agency:Suffolk County,Date:7-12-88 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on of near the 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: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: NEW I/A SYSTEM PROPOSED F ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑� archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ElFv 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: I i Page 2 of 3 i 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply:' ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional i 5O Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? i Northern Long-eared Bat,Pi... El ❑✓ 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 0 ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ -1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES 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)for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons e: EN HOEG,ESQ Date: /40 Signature: Title:AGENT PRINT FORM ?age 3 of 3 EAF Mapper Summa', Ieport Tuesday, October 8, 2024 12:46 PM i _ Disclaimer: The EAF Mapper is a screening tool intended to assist ✓ 5�s.=5'-5 ' project sponsors and reviewing agencies in preparing an environmental 56�-3:-'13:2 :�56;=5-f`856: 5-16 I 56:-5"12'.'t assessment form(EAF).Not all questions asked in the EAF are / answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although 6 3 TL 56 5 3.' S6-F 9 3. f' the EAF Mapper provides the most up-to-date digital data available to r DEC,you may also need to contact local or other data sources in order 56 5 30yy 5 j �- r�" to obtain data not provided by the Mapper.Digital data is not a 5 6.-5=28 substitute for agency determinations. 56.5-27 56-5-22 -,___ hlnete�� t w ii7anrpyl 5 to 23 56 5-25 56r5-2fa n l lJ Q 19 To on �. 56,-5-24 •�ii���� ��tarnirfcn� ►i�h�Ssr 56.5-t2_ ' 56.-5'-1,3 56`-5 33 - ' ; 5.6.'S 32�,� 56 5`34 / /�.� Snurpes Ear.HERS Qar;rn(4 U�{5; Irk?rny3:r 1-1 Sources;Esri,;NERE,G3rrrrirs.USGS, Intep. ap,t PC- v NT .�1�Rt3,r, f�srr,Japa� 4 TI,_f ,l +lRtar}, E_sri_Idpr7(t tETJ�Esi,r, t}ir3 k�4}1 l�r<a Fsir%K�I� �Es.j' Chins!Hong Kong),Esr`i fore .Esri 1!T I ilan6;n.��1 �LGt(c,Xc °tr fF4`Leo ri {5is; tt'i� `TIZ rfan`ic i,1 G E t 4 spar�sr} (l'a : rJtn fztor �n to_GIS rlt_GIS r se v=�� r� 'i o LJs r Cerii�G1°r Es HERE;� �rr} eJr� �r� �i�U;r NIPS--- - -' -- - =-- 5 —�__ Part 1 /Question 7 [Critical Environmental Yes i Area] 1Part 1 /Question 7[Critical Environmental Name:Peconic Bay and Environs, Reason:Protect public health,water, ;Area- Identify] vegetation, &scenic beauty,Agency:Suffolk County, Date:7-12-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] 1 Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes - Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat, Piping Plover, Common Tern, Least Tern Endangered Animal - Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] No _ I I Short Environmental Assessment Form - EAF Mapper Summary Report z Board of Trustees Application AUMORMATION (Where the applicant is not the owner) I/We, Jonathan Grano owners of'the property identified as SCTIVI# 1000-56-5-23 in the town of Southold ,New'York,hereby authorizes Twomey,Latham, Shea, Kelley,Dubin&Quartararo,LLP 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. North For Building Co. i By: rroKerty Owner's Signature Property O.wnees Signature. nathan Grano :SWORN TO BEFORE ME THIS DAY OF MCI ,..20.. ANNA-NICOLE HEMBERGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 HE0019508 Qualified in Suffolk County - ommissi rZULU t Board of Trustees Application AFFIDAVIT Jonathan Grano BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF.HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THRMANNEWSET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOL,TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES INCONJUNCTION.WTTH 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. North Fork Building Co. By: XgTfiire of Property Owner Signature of Property Owner (j9dathan Grano SWORN TO BEFORE ark. 2q O ME THIS DAY OF � � ,.20 AN=HEIOERGERBERGER NOTAROF NEW YORKRegiE0019508Q County - 8 a r I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL.DISCLOSURR FORM e T f9outlmla;s Code of Ethics oropib, pf)tcts of int VAAx"t_he nnrt10ft6svn 6TAM and Emyloyees The namose of:, this form tc.eo omv�de infomt04 which cari alert the town afti0ible conflicts df iitteta9t eriil nR�ti��h+ "uPwliateveraction is nectxsary to flibm some ` YOUR NAME:_ Grano,Jonathan (Laos[name:6rstname,diddle initial,unless you are applyingm the name of someone else or other entity,such as a company.If so,Indicate,the other person's or•company's time.):. NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change ofZone Coastal Erosion APpiovai of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally.(or through your company,spouse;sibling,parent;or.child)have a relotiotiship with any oLLicergr,employee ofthe Town or-Southold? "Relationship"inciudas-by blood,m aiiag or tiusinoss•ititatest"Business Loner means a business. includinga eish'i :in•which the.I wn. (&Aror.pnrta p q.• a itployce has;eyen•e partial owne>ship P.(oremp!oymerit liy):a corporation in which the town of&w orempioyetownsmore thanic?0ofthe shares YES. ..J�_ NO. n .. 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 ur position of that person Describe the relationship betweenyourself(the applicant/agentirepresentative)and the town officer or employee.Either check l the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her.spouse,sibling,parept,oir child:is(check all that apply): ,1A)the owner of greater than.SS6 of ft.shares of the corporate stock of the eppiicant- _n (when the app)iaant is a opmorptign); B)the legal or beneficial owner of any interest in a non-corporate entilr(whibIlie' E1applicant is not a corporatioe); C)an officer,director,partner•,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP • Submitted this tday of 20 Signature Print Name a urmn Form I5 I . APPLICANT/AGENT/REPRESENTATIVE i TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officersand,emulovees.The numose,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: Karen A. Hoeg (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_ihe 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 (If"Other",name the activity.) Do you personally,(or through your company,spouse,sibling,parent;or child)'haue a mlationship,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 employce:has even a partial ownership of(or employment by,)a corporation in which the town officer or employee owns more than;5%of.the shares. YES F-1 — NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _nA)the owner of greater than 5%of the shares of the corpof atc stock of the applimt � (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when;the 14applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP op— " Submitted this �2024 Signature r. Print Name ren A. N Form TS I I I Board of Trustees Applic', .',,.on PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS APPLICATION NAME.& SCTM#: NAME: ADDRESS: ozen STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 MAILIRETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public INOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: KIMDY REALTY, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing single-family dwelling with attached garage, wood deck, swimming pool, timber wall, and frame shed; construct a new two-story, single-family dwelling (1,462sq.ft. footprint), a ±4'x14.3' second-story balcony, ±4'x8' front covered entry platform, 12'x13.2' raised covered masonry patio with a 12'x13.2' roofed over second-story deck above; 4'x4' roofed over masonry landing with steps; two (2) A/C units and a generator on slabs; a 528sq.ft. detached garage with attic storage space; a 13.6'x24' roofed over patio off garage with masonry fireplace and outdoor kitchen/bbq area; 1,902sq.ft. masonry pool patio; 20'x34' in-ground pool; a 5'x5' fenced in pool equipment area; a pool drywell for backwash; pool enclosure fencing with gates; an outdoor shower; proposed I/A sanitary system landward of dwelling; and to establish and perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead with a 4' wide woodchip path to dock. Located: 535 Bay Home Road, Southold. SCTM# 1000-56-5-23 TIME & DATE OF PUBLIC HEARING: Wednesday, May 14, 2025 — at or about-5:30R.M. If you have an interest in this project; you are invited to view the-Town-- file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A, INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southoid 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# 1000 _56 _05-23 PROJECT NAME KIMDY Realty The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ I. Category of Town of Souihold 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: Demolition of all existing structures including swimming pool; abandon existing sanitary system in accordance with SCHD regulations; construct new 2 story single family dwelling with 2 car deteched garage; new IA sanitary system and swimming pool. i Location of action: 535 Bay Home Road, Southold, NY Site acreage: 16,429 SF Present land use: Single family residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Karen A. Hoeg, Esq. c/o Twomey, Latham, Shea, Kelley, Dubin&Quartararo, LLP (b) Mailing address: PO Box 9398, Riverhead, NY 11901 (c) Telephone number: (631)727-2180 Ext.266 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Z No❑ If yes,which state or federal agency? NYSDEC 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 improvements are further landward than what currently exists.The existing house and garage represent 1,976 SF in coverage and the Applicant proposes a total of 1,900 for the new house and detached garage.Additionally,the Applicant is proposing a new low nitrogen sanitary system.The proposed pool is also being shifted landward by about 20 ft. 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 Z Not Applicable i I i 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 I ❑✓ Yes ❑ No❑ Not Applicable i The proposed house and detached garage are landward of the Pier Line.The adjacent properties are screened with fencing and vegetation. Scenic resources are being protected: 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 1:1No ❑ Not Applicable The property is bulkheaded.All structures are being shifted as far landward as possible to help reduce flooding and erosion.Drywalls proposed to _ _- ...._-._..., W_ s__. ensure stormwater maintained on site. Attach additional sheets if necessary i 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 E] No ❑Not Applicable The Applicant is proposing a new IA sanitary system and to use existing public water supply., Pp P P 9 rY Y 9 P ! i Tffa-ch additiona s heets 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. 7 Yes ❑No ❑ Not Applicable The Application seeks to move all improvements further landward than they are currently. 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 W1 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. 0 Ye❑ No❑ Not Applicable The proposed project will not impact public access to and recreation of coastal waters. i Attach additional sheets if necessary I 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 ❑ Not Applicable To the extent applicable, the Application seeks to move all structures further landward. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable i PREPARED BY TITLE Attorney/Agent DATE��j Karen A.Hoeg TwomeyLatham Partner 631.727.2180 x269 S H E A, K E L L E Y, DUBIN & Q U A R T A R A R O, LLP khoeg@suffolklaw.com 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 suffolklaw.com October 23, 2024 VIA HAND DELIVERY _ Eliabeth Cantrell, Senior Clerk E C E ' V E Town of Southold Trustees Southold Town Hall Annex 0 U I C- 54375 Main Road Southold,NY 11971 SMft1dT0wo PD� BMofThIstm Re: KIMDY Realty C � ' Application for Board of Trustees Wetlands Permit D G 535 Bay Home Road, Southold,NY SCTM# 1000-56-5-23 OCT 2 5 2024 Dear Elizabeth: Southold Town Am Lflft Our law firm represents KIMDY Realty, the owners of prope Home Road, Southold,NY, SCTM# 1000-56-5-23, in their application for a Board of Trustees Wetlands Permit. Our clients purchased the property on September 10, 2024 and a copy of the deed is attached. Please see attached for the required supporting documentation to the Application, as well as the check for$1,250.00, as follows: l. Application, one (1) original and three (3) copies (Tab 1); 2. Short Environmental Assessment Form, one (1) original and three (3) copies (Tab 1); 3. LWRP Consistency Assessment Form, one (1) original and three (3) copies (Tab 1); 4. Owner Affidavit, one (1) original and three (3) copies (Tab 2); 5. Agent Authorization Form, one (1) original and three (3) copies (Tab 2); 6. Applicant/Representative Transactional Disclosure Form, one (1) original and three (3) copies (Tab 2); 7. Surveys depicting existing conditions, last dated September 16, 2024, prepared by Young & Young Surveying; 8. Architecture Plans for detached garage and house last dated June 28, 2024 prepared by Diesel Architecture, PLLC; 9. Property Card and COs (Tab 3); 10. Prior Trustee Approval#1330C; April 12, 2017 (Tab 4); 11. NYSDEC letter of non jurisdiction dated November 4, 2016 (Tab 4); and 12. Photographs of existing conditions (Tab 5). October 23, 2024 Page 2 of 2 We thank you for your time and consideration. Please let us know if you have any questions. es �ctf y oeg Encs. cc: KIMDY Realty TOWN OF SOUTHOLD PROPERTY RECO rod 6 VILLAGE LOT OWNER }- �TRIET A!�,. ""will FORMER OWNER N E ACR. S W TYPE OF BUILDING 67;(41 1 C)A le- 6.(y RES.) .EATS. COMM. CB. MICS. Mkt. Value C) \d S VL. FARM LAND i IMP. TOTAL DATE REMARKS o4 p 313 00 416, 7,2 2:5— 6—Ag-317t� E-S 7- �5 00 AGE BUILDING CONDITION' NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re Tillable FRONTAGE ON WATER Woodland j FRONTAGE ON ROAD Meadowland DEPTH r BULKHEAD .House Qpt p, Total DOCK - ---------- - -------- -— ---- COLOR {! ? =t TRIM Gv 7q'lot j M. Bldg. Extension Extension - " Extension /337 Foundation `' Both Dinette Basement .iq Floors s f K. Porch X Ext. Walls 1 vw Interior Finish LR. VbA LL RZD Breezeway Fire Place t1a Heat DR. Garage , � , Type Roof Rooms lst Floor BR. PatioO.U='Recreation Room Rooms 2nd Floor FIN. B - —---- - — - -- -- -- - - Dorm er 'LA � RED x' Driveway bOL L ( 'd -t-(D,6 MIR �.—... . „ .. .. ..� ...�:..<L-=:.._.,e+, ..�..............:n - ...a.v.e.._..._..v..-....—saw....,..:.........:...._._.....i..........�...__�_..-..- ..__... .._._ ._.� ..�j FORM NO. i TOWN OF SOUTHOLD BUR DING DEPARTMENT ' Town Clerk!& Office Southold, N. Y. ;t N Certificate Of Occupancy : .y.. No. . . . . . Date . . . . . . . . . . . . .. ACT: .. ;1�. . ., 19 75. THIS CERTIFIES that the building located at . 1918..Bayhwe.Ro4d. . ... . . : Street Map No. willom. Pt Block No. . . . . . . . . . .Lot No. 21 . . . . .49uthQ3.4; X#X.•. . . . . . . . . conforms substantially to the Application for Building Permit heretofore tiled in this office dated . . . . . . . . . . . . . . Fmb. . 4, 19.74. pursuant to which Building PerOgt'No. .R2?5Z . dated . . . . . . . . . . .May. . .23. . . ., 19.'4 i was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is Private •one, familx,dwe-ling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . issued is . . . The certificate is issued to . AToaeph. Magagnib. . . . .Yrner. . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval .Salt.. .;6 . •t 9�4 • • • • • • • . • • • UNDERWRITERS CERTIFICATE No. . .920.974. . . . . . . NO. . 31 . . .1- . . . . . . . . . . . HOUSE NUMBER . . . . .53.5 . . . . . Street . . . Bay.Roe. Road. . . . . . . . . . . . . . . . . . . . . . G� . . . . . . . . . .Building Inspector r Y FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town ball Southold,N.Y. Certificate Of Occupancy No. ., ,Z-15220. ,. , Date ....,January.23, 1987, , . .. , .. ... . . .. . ... . . . ., THIS CERTIFIES that the building .. INGROU. . . SWIMMING. POOL. WITH FENCE, ' . ,535 Bay Home Road Southold, New York Location of Property House 11l0. . , .. , , Street , , .,,. , ... H.amlet County Tax Map No. 1000 Section . . 56. .. ... ..Block .. .5. . . ... . .Lot . ..23.. . .... . : . Subdivision ... .. . .. . . . . . . . . . . .. . . . .. . . . .. .Filed Map No. . . .. .. . .Lot No. . conforms substantially to the Application for Building Permit heretofore filed in this office dated October 10, 1978 9971 Z . . ... ... .. . . . . . . . . . . . . 0.pursuant to which Building Permit No. .. . .. .. ..... .. . dated October 10, 1978. . . , ,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is . ... . . INGROUND SWIMMING POOL WITH FENCE ENCLOSURE The certificate is issued to , , ,, JOSEPH MAGAGHIN . .. . . ..... . . .. . . (owner,&YAX dKlexiHbitbl of the aforesaid building. NIA Suffolk County Department of Health Approval ... . . . . .. . . . .. . . .. ..... .......... . .. UNDERWRITERS CERTIFICATE NO. . .. . .... .... .. .. . N412226 . ... .. . ..., . . PLUMBERS CERTIFICATION DATED: N/A . L Q Building Inspector Rev.t/8t i