HomeMy WebLinkAboutGarcelon, Travis & Sofia g11FF0(,�
Glenn Goldsmith,President �p�0 COGy Town Hall Annex
A.Nicholas Krupski,Vice President < 54375 Route 25
0
Eric Sepenoski ,? P.O.Box 1179
Liz Gillooly �y • 0�� Southold,NY 11971
Joseph Finora �Cl �a Telephone(631)765-1892
Fax(631)765-6641
Southold Town Board of Trustees
Field Inspection Report
Date/Time: Z Completed in field by: L • GM c:A
Sam Fitzgerald, Architect on behalf of TRAVIS & SOFIA GARCELON requests a
Wetland Permit to construct a two-story, ±1,828sq.ft. g.f.a. single family dwelling with
attached ±370sq.ft. deck; install an I/A OWTS sanitary system and install stormwater
management system. Located: Right of Way off The Gloaming, Fishers Island. SCTM#
1000-10-9-13
Type o rea to be impacted:
altwater Wetland Freshwater Wetland Sound Bay
Part of Town Code ✓propo7d/rk 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.: Gkcn ' ,
--61
tc
Present Were: G. Go�l smith N. Krup E. Sepenoski
� L. Gillooly l J. Finora
BS D DATA LOT COVERAGE
O Ua,•NnF Cepyrlpit 0204
OBSERVEVED B( FETE PARENT, 02 (CHI) �-
�I 7/22/2025(UPDATED f1/20/2025) BUILDABLE LAND AREA WEST
LOT AREA R A5B0)-AREA SEAWARD OF CEHA t610 1r MUMnt Llry t6 u rq[ t'MIN.(FEEL,55)
.15,970 SF Rroh 2r M"xlaE Om L+u�,d Ime )
, Q•-1s' TOPSOIL ( � zs•MAY.(ELEv.zo) HARBOR _yl
15'-S2' SANDY LOAM SUBSOIL ISM) BUILDING AREAS i J I
52'-142' MEDIUM TO COARSE SAND(SP) HOUSE-t1,125 S -0 I/e' \/
1 t r r InEr C
c:
WATER ENCOUNTERED O EC DECK=t SF �,/Y� q„Na Sum 301
EXPECTED SEASONAL HIGH GROUNDWATER AT 2"D 0 TOTAL-i1,575 S r•___- �ge Imdcy Hn4 CT DIIw
IXCAVARON UNABLE TO CONTINUE BEYOND 142'DUE TO WATER TABLE 3 �
r SOIL(1_eaFlCALONS 1,575 S/5,970 S-±26.45 11' i Kam ,- _ 2O '�� -ELEV.4.s• 86025T4S7i�'e"��^�""`•
-'®� - ® I\/-7� NY cert4Kslemaww4mnFrozlTds RPE-RIVERHEAD&PLriouTll VERY BOULDERY SOILS 15-355 SUES I SITE
YDO cAutr
5._s. I DPI DJ
Y I/A gPLC SYBTFY Fd7 L 7D 4 REDRDOYS(A 7ERNALV 'FOR HIGh GR IhDWAIERI ,^ E&LYl@ ._4 T/r 4'_J 1I6- _z TAY f Cam® ®�® L
I PROVIDE 2 LF.4"C.I.PIPE BETWEEN HOUSE AND CLEAN-OUT. // 4 Vw I ® •®®®�® ( I 4
LOCATE CLEAN-OUT 2'FROM AT WALL.
{ PROW N DE JI CLEAN WASTEWATER TER TR 1REATMQNT SYSTEM-MODEL CEN 5 1K' / I ®® -6 ®� I ,•, / /
(500 On CAPACITY-MAXIMUM 4 BEDROOMS)
PROVIDE THREE ROWS OF 7W0 30'LEACHING GALLERIESuc)
-ELEV.20 t
WASTEWATER
GALLERIES R 51 OF
PER UNIT PROVIDE 306 S OF 90E1YALL AREA) -1/2• B-D• N
AHOUTTREATMENF SYSTEM SHALL VENT THROUGH THE SEWER PIPE A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT.NO ADDITIONAL VENTING IS REQUIRED
ND1 TD SGIL LEACHING Y A I EY ` r
INVERT FIEVAIIONS- RW MAaw 1K' FII FIN CFN-B CON(7YFTF /
OUTLET I HOUSE .5.3(VIA (4' R' 30'7 -- _ � SITE DEVELOPMENT PLAN
ADAPTOR INLET-4.45 DIS'RIRI-y-DIN ROX �ym3R��s�TYs»I�ATyIM TH OWE .aT 9 scut PREPARED FOR
ADAPTOR OUTLET/TANK INLET-4.28 / xo+ro m.Nc
TANK OUTLET- 11
DISTRIBUTION BOX IN °t"°1°e wa:TINT®[Oo w ItwJII sMu N leoaa NOTE& SOPHIA & TR4VI5
DISTRIBUTION BOX OUTLET 4.01 397 ro I�OmT�H �r 1. RAW OF DESIGN IS b•GAt1FRY AS MANUFACTURED
BY 3ouEY LOCATION MAP SCALE 1"=400' GARCELON
LEACHING GALLERY INLETS-3.71
BOTTOM OF LEACHING GALLERIES- 2.0 °1Om'E C01m 2. 4'X W%30"UNITS PROVIDE 57 SF OF 5®EIyAL1
DLTE"i1W0 AREA PER UNIT. THE GLOA EXTENSION
DRAINAGE CAI an ILd1e __ $i_____ ._-Art• Rv
o e r AIAoI FISHERS SSLAND, NY
O
A.
PROPOSPROPOSEDFDOF AREA -1.575 S r nT W c 0 o c --- In --�
REQUIRED-1.575 SF X 2 IN/12 INS-262.5 CF m e O o 0 3 NJ clFAv MAP REFERENCES
mm a om
DRY WELLS M�aMvO uNN P.D. I 1. PLAN OF PROPERTY OF DELSIE E.BROOKS,FISHERS ISLAND,
USES CF( 26.27 C4'D -DRY VF REQUIRED 1� PALMERRENdNEERS 1"=20',DATE: MARCH 1958,BY CHANDLER&
USE FIVE(5)6'0%4'DEEP DRY WELLS STMMWAIER➢KYIIFI l DETAI
PT ro x.Nt WIRING SCHEIAATIG f 2. SURVEY MAP PROPERTY OF MELLEN BEST,THE GLOAMING,
NOT lm sT:aL FISHERS ISLAND,NEW PORK,SCALE: 1'-20•,DATE 8-31-2000,BY
CHANDLER,PALMER&KING
6'SCHEDULE 40 END Of
ADAPTER&PLUG(TYP)
MUST INSTALL CLEANOUT 70 GRADE IN PROVIDE
ACCORDANCE WITH,SCDHS STANDARDS eY%B'DRY WELL DL0.7ES
(SEE IN
GUIDANCE NOTE 7)� FOR ROOF RUNOFF \`
(nP
•SEE DETAIL) INDICATED HEREON.AN1- THIS SURVEY WAS Y EXTENSION OF FOR H THE USES BEYOND S AND THE
PURPOSE
6'SOFT 35 PVC RISER PIPING PROVIDE e'SLR 35 \ - PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
\ . . Ly
EXTENDED 7b GRADE(TYP) ROOF O Cx EXCEEDS THE SCOPE OF THE ENGAGEMENT. pF NE
1-
-4,87•- LOAM.SEED&STABAUZE ALL t' r��• ,, .. _ 2. IT IS A VIOLATION OF THE STATE EDUCATION TAW FOR ANY yP tip M.P,g9E'J,9,A
-4.53'- ___. _ _. _ _______DISIFURBFD-AREAS_(TTP) - ____-- - _ -__--_ __-- - ___ _ _ _ __ __ _ __ __ - _ _ _ _--- _ _ _PERSON CTING.URNDER�IDIRECTIDPLOEA-UCENSFD_-
( _ _ _ _ "_ - _ _ _ _ �- ' �� ` __ MAINTAIN _--_-_._ _- - LAD SUR�YOR-TO AL AN I N ANY WA. Q
- - - PROVIDE E HROUGA CCONSTR 0 LINE Q 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND A P
-\ SILT FENCE DETAIL)
THROUGHOUT CRNSIFUCRON y 4+I Y 2
e6.21' 7.03' - S -- (TYP,SEE DETA0.) SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Lp
, - \ ARE THE PRODUCT OF THE LAND SURVEYOR. O Ds9551 4=
/ 7 03• I t SIT "� ° _ �•'e---y�- - 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND Es510
_ 6.23 y GEODETIC SURVEY TRIANGULATION STATION"PROS'
(a I 14.(i7' - ¢ OF RETAINING WALL 5. SITE IS IN THE TOWN OF SOUTNOLD,SUFFOLK COUNTY TAX MAP e� m a*O6bl...vs.e
m$ 1000.SECTION 10.BLOCK B.LOT 13.
7.31' -l' Y'- "4.51'
5. TOTAL AREA-0.153 ACRES(6,580t S.F.).
I APPROXIMATE•LDDTS
]»`TOLL SNLtlCA - • �m OF DISTURBANCE 7. SITE IS LOCATED IN ZONING DISTRICT R-40.
FUTJ a FAN SO' PROVIDE FUdYAC 10d01 BLOWER IN VENTED
INLET ADAPTOR ENMOSURE ON CONCRETE PAD
INSTALL PER MANUFACNREEFSRFATS REC06@NDARONS I / \ WOVEN WIRE FENCE(MIN,1d
N01 TD SCAT_ PROVIDE SYSTEM CONTROLS&ALARM MOUNTED TO BUILDING ERROR "" GAUGE WI MAX.6'MESH
PROVIDE WEATHER PROOF ENCLOSURES AS REGARD ROD) / SPACING)
(ALL COMPONENTS SURE 70 BE HARD WINED) �"
/ TO•MAX CEiy
PROVIDE�."SON 40 PVC AIR LINE TO BLOWER _ _ (I
INSTALLATION N ATION GUIDANCETACT FAN CCHED I F A PN O D REF I! FF ATSTTA IN
PER MANUFACITUNEFM RECOMMENDATIONS I PROPOSED P __ CENTER FENCE POSTS
GTM
I O \ / it _~ DRIVEN YIN.i6'
1. THE FCCEPT S BO-DEGREE INLET ADAPTER HAS(4)OPENINGS(3)INLETS AND(1)OUTLET.ALL OF THESE -O \, ATACKED DECK � _ INTO GROUND
WILL ACCEPT STANDARD SCHEDULE 40 FITTINGS. ._`,v J/ -_" �
2. THE TOP OF THE INLET ADAPTERIS OPENING T H A 6' THAT CAN BE FITTED WITH AN 6"SDR RISER PIPE AND PROVIDE THREE ROWS OF Two30'LEADING GALLERIES-
CAP AS A CLEAN OUT. (M.SEE DETAIL) I ` ✓\ / 2 STORY.3
3. ANY UNUSED ENTRY PORTS ON THE FLUICIEAN MEET ADAPTER F7i r- X •-t1,828 SF GFA
SHALL BE CAPPED WITH A 4'SCHEDULE 40 1 J l r '/d SINGLE FAMILY RESIDQJCE HflGNT
ADAPTER&PLUG.OR A SCNECUIE w SUP CAP THAT 6 SOLVENT WELDED TO A SHORT STUB OF PIPE / L'--I L:�J \' ( CONSTRUCTED ON PIS _ - OF FILTER
INSERTED AND SOLVENT WELDED INTO THE ADAPTER PORT. PROPOSED FF-t15S �\��\� �:4\\/__ _____ I6'U.N. I
j ITTLWFI DRIVEWAY ':,
d. THE DULCLFAN INLET ADAPTER SWLLL BE SECURED TO THE ADAPTER
OUT ET E USING A 4•LONG STUB OF 4' '' EAPAN9ON AREA(TIP) \ / ��� % -' \ J/ ^``
SCHEDULE D PIPE THAT IS SOLVENT WELDED INTO THE ADAPTER OUTLET END AND FWICLEAN INLET 50 / •'� / 1/ *�\
THAT THE ADAPTER Fli5 RUSF1 ON THE FWICLEAN UNIT. PROVIDE NEW POLYETHYLENE WATER SERVICE
(� V\, .' COORDINATE WITH FI91ERS ISLAND WATER COMPANY W, 6•MIN.
5. THE INSTALLER SIWl ENSURE THAT THE SOIL BENEATH THE ADAPTER IS BACKFILLED AND COMPACTED STRAW BALE B:WOR /l// k \ AS REQUIRED(TYP)
SUFFICIENTLY TO SUPPORT THE BOTTOM OF THE ADAPTER AND PREVENT ANY SETTLING OR STRAIN ON THE WIRE 0 ACT PERSPECTIVE NEW
AMPLER OR FUJICLEAN UNIT, rPtwSTC LNNG
NADAE MATERIAL / --�\ "rJ�,T- .• wPR�D GQ7CRETE / L
SH PIT
6. METAL FITTINGS.PIPE,AND CAPS ARE NOT TO BE USED FOR INSTALLATION OF THE ADAPTER. -�(CPitONRL) / f / -yC (SEE DETAIL) /
( / / \ FL / 1/2OVEN GAUGE N/MATE 6'MESH �I M.I SWnsNReVmn FENCE(MIN.14 n BY DzR
7. MUST INSTALL A CLEANOUT TO GRADE N ACCORDANCE WITH THE'STAND FUR APPROVAL OF PLANS AND SECRNN e-e /% / T�. / / / _
CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES•AND THE W000 OR NOTZO-�ALE / \\ / - .. SPACING)WITH FILTER CLOTH _
PROVIDE UNDERGROUND ElEC Cmp$rAL LANE G.
t0�20TJ '
'STNIOA4D5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR METAL STAKES % SS /TF1E/DATA SERVICES I SINGLE-PAY:LT RESIDENCES.' (2 PER BALE) / / Q N SCH b PVC CdDlllT AS REQUIRED J6'MIN.FENCE POST
^ _ OOOFM24ATE WITH FlSNERS ISLAND UTILITY COMPANY 1 UNDISTURBED
`Y 2 5�6 WhNENTS qlp+y05202y
o B. THE FOLLOWINGINLET
ARE INSTRUCTIONS ON NOW TO WJ(E A SOLVENT WELD FOR ATTACHING PIPING TO THE - j t.- AS REQUIRED(TLP) FLOW I UNDUN°
- FIAIICLFAN INILT ADAPTER - •_ -•- / PROVIDE FUJI CEN-5 W.ISTEWAIEA / V to'WN.--._ 7fifAl7lffNT SYS7EL(SEE DETAIL) ?\�\• ] •'%LS WMMENTs NTP OI.iSROTb
u I. SQUARE PIPE ENDS,CHAMFER AND REMOVE ALL DIRT. B .,e 4 WTH 1D DEGREE DIET ADAPTOR COMPACTED SOIL ; 1
2. CHECK CITY OF HOPE AND R.PIPE SHINED EASILY GO1/3 OF THE WAY INTO THE ADAPTER.IF _ O PROVIDE STRBUTIg1 BOX(SEE DETAIL) EMBED FILTER CLOTH I \// ��! / 0 4 MS'IEL COMA;ENIS RAP 02M.A26
PIPE BOTTOMS,S, SNUG.
IT SHOULD BE SNUG. VARIES I \ A MIN.OF 6'IN GROUND III-'71
i 3. USE A SUITABLE APPLICATOR LEAST K THE SIZE OF THE PIPE DIA I I'i
SI SYSTEMS,USE A NATURAL BRISTLE
METER.FOR URGER SIZE PIPE 4.
STLE BRUSH OR ROLLER. 'I
a 4. CLEAN PIPE AND ADAPTER WITH A LISTED PRIMER(DO NOT USE PRIMER ON ABS PIPE AND FIRINGS USE 'III \ $ECRON VIEW
CPPLLEAY CLEARER oALn) CONSTRUCTION SPECIFICATIONS
5. APPLY LIBERAL COAT OF CEMENT TO PIPE TO THE DEPTH OF THE SOCKQ;LEAVE NO UNCOATED SURFACE PLASRC STRAW BALE \ - _
UINO J (�) 1.WOVEN YlRE FENCE TO 9E FASTENED SECURELY TO FENCE POSTS WTH
6. APPLY A THIN COAT OF CEMENT TO THE INSIDE OF THE ADAPTER;AVOID PUDDLING OF CEMENT.PUDDLING NOT TO SCALE WIROR E TIES OR STAPLES.POSTS SMALL BE STEEL EITHER N OR'U'TWIT
rol CAN GUISE WTE ME.ENING AND PREMATURE PNWRC OF PIPE OR ADAPTER.APPLY A SECOND COAT OF m VA "'1RDNORD' PROPOSED
CEMENT TO THE PIPE. 2.FILTER GLOM TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH SEPTIC SYSTEM
0 7. ASSEMBLE PARTS OU:CKLY.CEMENT MUST BE FLUID.IF CEMENT SURFACE HAS DRIED,RECMT BOTH PARTS. I. DV \ �" TIES SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE
I. CONSTRGNS LAF ARE FOR TYn OR RESDENRAL \� LEGEND MAVEN WIRE,6'MAXIMUM MESH OPENING.
B. PUSH PIPE FULLY INTO ADAPTER USING A J(TURNING MOTION UNTIL POPE BOTTOMS. CONSTRUCRON.WGER PRGECT6 OR PRO,EOTS REOUWtHG \ il]iL
PUMPS MUST BE 4 ZPL♦CCI..v FR(]CAILONS/iRUCK, 3.WHEN 71Y0 SECTIONS OF FILTER ttOM ADJOIN EACH OTHER THEY F
9. HOLD PIPE AND ADAPTER TOGETHER FOR 30 SECONDS TO PREVENT PIPE PUSH-OUT-LONGER AT LOW SO CALLONS/PUY,PLUS MN.1'FR®04RD). SHALL BE 70 SE UPPED BY FILTER
SIX INCHES AND FOLDED,FILTER THE
TEMPERATURES.WIPE OFT EXCESS. MomPROPERTY LINE _ SHALL 6E ENMER DL7ER X.UIRM 100%,S7ABILNKA T140N,OR APPROVED De51Bne0 By Drawn By Ch_At d By OTH
i 10.ALLOW 15 MINUTES FOR GOOD HANDLING STRENGTH AND 2 HOUR$CURE TIME AT TEMPERATURES ABOVE 60 2. CAPTURE
MATERIAL AND LIQUIDS MUST BE REMOVED HM EQUIVALENT.
PIT AND PROPERLY D16POSED a<YAQN THE PIT RGCHES 2� 10 0 20 ABUTTERS LINE - FLIP
PMP
z DEGREES FAHRENHER BEFORE PRESSURE TESTING UP TO 180 PSI.LONGER CURE TIMES MAY BE REQUIRED 75Z G ITS CAPAQTY EDGE OF PAVEMENT AT TEMPERATURES BELOW 60 DEGREES FAHRENHEIT OR WITH PIPE ABOVE 3 INCHES.DO NOT ZEST WITH GRAPHIC SCALE IN FEET EDGE OF GRAVEL 4,PREFABRICATED UNI7S SHALL BE GEOFAB,ENVIROFENCE.OR APPROVED Iswe Date: Pf*CINm' Scale:
u MR 1 or WAS PIT PRIM TO EACH USE TO ENSURE CdNTANYOR EQUIVALENT. 09/154025 101533 1'=2a
WASH WATER BRUSH LINE -.-
"CITE:THE SET UP/RELATIVE
TIME IS DEPENDENT ON SEVERAL FACTORS THE PIPE SIZE,oSOCKETPRES UR,AMBIENT OVERHEAD WIRES r ry 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
BE CONSIDERED
WHEN
HUMIDITY.SOLVENT CEMENT USED AND THE SYSTEM OPERATING PRESSURE SHOULD ALL NOW OR FORMERLY FAI/F REMOVED MEN'BULGES'DEVELOP IN THE SILT FENCE. DrawinO No.:
c BE CONSIDERED KHEN oETFRMINNG SEI UP CURE TIMES. UTILITY POLE
e BOUNDARY POINT moo° SILT FENCE SHEET 1 i
EXISTING 5a ;
Vacant Lot
GARCELON RESIDENCE w
ri-HEH"18MARCH2O25 I _I
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ZONING VARIANCE APPLICATION
Proposed newly-constructed single family residence on vacant lot
The Gloaming Extension, Fishers Island, NY
County Tax Map 1000—Section 10--Block 9-- Lot U
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PROPOSED
Newly-Constructed Single Family Residence
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FISHEPa 1—No,NEWVOPK
18 MARCH 2025
_ R �/' REVISED70CT 2025
- - —�- . GOPsO.
FIRBT FLOOR ELEVATION
,- .::::, ELEV.15.5' .. /
BFE-VE13
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NATURAL&FINISHED GRADE 37�-Qn
ELEV.6 0' /
PROPOSED ELEVATION-SOUTH PROPOSED ELEVATION-EAST o
gyp•
SCALE:1/8'=1'-0' SCALE:1/8'=1'-0' PROPOSED WOOD DECK SIDE
15
YARD &N F
AREN
PROPOSED TWO-STORY BRIAN FRAME RESIDEN DEBROFF
— — ELEVATED E BFE
NIF N CCONDENSERS
KENNE M L 15 HUNG FROM SIDE OF
EDWA & C HOUSE,ABOVE BFE.
ANNNN
s_ - EMMETT 10
-4—- C:3 c:31rw
SEPTIC O'J=
SYSTE Z.t
FHTH7H
FIRST FLOOR ELEVATION EPTIC
ELEV.15.5, REPLACEMENTAREA
kj BFE-VE13 (SHOWN DASHED)
C�O'ghjlNG -
�NS�ON
NATURAL&FINISHED GRADE N/F
ELEv.B-D' ELSA H. RIVERS / = z
PROPOSED ELEVATION-NORTH PROPOSED WEST ELEVATION PROPOSED SITE PLAN Zf�a�
ppjr�t
SCALE:1/8°=1'-0° SCALE:1/8'=1'-0' SCALE:1"=20'
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33'-4"
I I _-- ----_ -- — ---—
Bed
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l ZONING TABLE I
- Zane R
I I Primary Rfmaty A Actual Lot Sae 0.149acme 6,49f1sg9
Lanf—m W? No
I I 0'f— - Bedroom Bath
Yt>.�� Coa.,WetlandeT Ves
I � O 00 Taatt a ❑ >..5..,,...�.� Ba1ft 9
I �O ° I •3 Mect SkypWe�ndci No
Q m
Fj[]I ❑ In FlDetl Zones Ves
0 ❑ n °
I 15'-0� I N � Krtdlen/D'k&)g N ; � Onlinance E.Wma Pmpased
I Pwd,Fim.
-.-_ _. Living Rm. ❑.
Res. LmenI Be;dA- ;m 2
- Fmtt V aN Saebak 3S N iT
Wcst Bide V Setback
DN Eat S tle Vni Setbak 180 NN 1105
ReY.MSetback 35 N 37
Mech. laundry Cloe Sne 21.212 N '
up UP a_ Height 35 N/A 3V
I I O W
Mai mum Building Coverage 20% N/A 19.98%
Gmsc Floor Area 2.12212. . WA 1.828 eq.R
37'-0" L
PROPOSED GROUND LEVEL FLOOR PLAN PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN
SCALE:1/8'=P-0' SCALE:1/B'-V 0" SCALE:1/8°=P-0'
TOTAL VOLUME OUTSIDE OF SKYPLANE = 410 CU.FT.
sam fitzgerahJ architect
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PROPOSED WOOD DECK
PROPOSED TWO-STORY
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GARCELON RESIDENWYORKCE
�— FlSNERS ISLAND,NE L
�-- .. .,•^` �� 18 MARCH 2O25
fLCL� REVISED 7 OCT 2025
-- - --— A�p�10
GOP� /
Fm
FLOOR ELEVATION _ Ac Ac y-M-� -�u..,,�7� ��% �r` �.= ➢t _f(J_; i-d'3��� �=
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10_ NATURAL&FINISHED GRADE
ELEV.6.Y /
PROPOSED ELEVATION-SOUTH PROPOSED ELEVATION-EAST a PROPOSED WOOD DECK 1D'
SCALE:1/8' V-0' SCALE:1/8'=l'-0' o SIDE
55'
YAK &N F
PROPOSED TWO-STORY BRIAN KAREN
;_• = o YARD FRAME RESIDEN DEBROFF
_ - - ELEVATED E BFE
N/F N CCONDENSERS
KENNE7H L. HUNG FROM SIDE OF
EDW RDS & 15 ❑ HOUSE,ABOVE BFE
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FIRST FLOORELEVATION _ 1✓'
PTIC
ELEV.15.5. REPLACEMENT AREA
BFE-VE13 (SHOWN DASHED) Pyle GLOVING
� �NSIpN
NATURAL&FINISHED GRADE _ t N/F
ELEV.6.o' ELSA H. RIVERS
PROPOSED ELEVATION -NORTH PROPOSED WEST ELEVATION PROPOSED SITE PLAN/ i f�`fy
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---------- ---- — - 334"
-------- ---- --
------------ ------ -- --- - _
Bednlom 1 ZONING TABLE
I .... Primary Rimary Aid R-0D
ACuaI Li L.1 0.149 aaec 6,490 son
��OPa �`O°^' 1;��,.� cgnt,�mine Lma N.
Y,•.n+ coastal Welll kc Yes
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J I 5.-.*tr• o � Ordinance Exist'up Pr"pa5ed
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I Lrvmy�' Pdr J I Bet♦ m Z Front YaN Setback 35, NIA 1T
•E.
Rel. Linen •*-•,�- W,st Sid,Yard Setback 1S NIA 15
- I ON, _ DN
East Side Yard Setbl& to N/A 10''
IL.-dry
-' Rear Yard Setback 35' NIA 3T
P'ffi
o I Mech Lalmdrl' D Cl,ser stones 21 S WA 31Q
W n_ HeIgN 35' NIA 30'
—_— —J Maximum Budtling Coverage 30% WA 828g5
. ______________ __ ILJ' Gross FloorAree 2,1W sq.R WA 1,B]B W.M1
37'-0"
PROPOSED GROUND LEVEL FLOOR PLAN PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN
SCALE:1/8'=l'-0' SCALE.1/8'-l'-0' SCALE:1/8'=1'-0'
1�
FORM NO. 3
Received
TOWN OF SOUTHOLD
BUILDING DEPARTMENT JUN 1'5 2026
SOUTHOLD,N.Y.
Zoning Board of Appeals
NOTICE OF DISAPPROVAL
DATE: March 17,2026
TO: Travis Garcelon
86 Joshuatown Rd
Lyme, CT, 06371
Please take notice that your application dated March 16,2026:
For permit to:to construct a new single-family dwelling with rear deck addition at:
Location of property: Right of way off The Gloaming,Fishers Island.NY
County Tax Map No. 1000—Section 10 Block 9 Lot 13
Is returned herewith and disapproved on the following grounds:
The proposed construction on this non-conforming 6.490 sg.ft. parcel in the R-40
residential district,is not.permitted pursuant to Article XXIII Section 280-124.which
states lots measuring less than 20,0.00 souare.feet in total size require a minimum front
yard setback of 35 feet.
The survey shows a front yard setback of 17 feet.
In addition the proposed additions are not permitted pursuant to Article XXXVI Section
280-208 which states any building of structure on M lot in R-40 must be within the sky
pl4ne-
The building plans indicate the structure to be beyond the limits of the skyplane.
AutlWrized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,ZBA
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