HomeMy WebLinkAbout1000-87.-3-6.4 NOTICE TO ADJACENT.PROPERTY OWNE FEB 3 2026
BOARD OF TRUSTEES, TOWN OF SOUTHOLD
In the matter of applicant:
Sean R.McCoyd SCTM#1000-87-3-66.4
YOU ARE HEREBY GIVEN NOTICE:
1. That it is the intention of the undersigned to request a Permit from the Board of
Trustees to:
Demolish and remove existing 1,360 sf, 1-story dwelling with attached garage and deck,and construct mi
its place a new 1,182 sf, I &2-story,single-family dwelling with a 143 sf covered entry deck and 135 sf
covered waterside deck with associated steps,and a 432 sf, 1-sty accessory garage;install wood utility
platform and 4'x 7'outdoor shower;replace existing asphalt driveway with pervious gravel driveway;
remove existing septic system and install new I/A OWTS sanitary system;install stormwater drainage
system;and establish a 10-foot wide vegetated non-turf buffer adjacent to existing concrete seawall,all as
depicted on the survey/site plan prepared by Young Associates,last dated April 9,2025.
2. That the property which is the subject of Environmental Review is located
adjacent to your property and is described as follows:
3360 Minnehaha Boulevard,Southold
3. That the project which is subject to Environmental Review under Chapters
96,111 and/or 275 of the Town Code is open to public comment on:
DATE: Wed.,Feb. 11,2026 @ 5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold
You may contact the Trustees Office at 765-1892 or in writing.
The above-referenced proposal is under review of the Board of Trustees of the Town of
Southold and does not reference any other agency that might have to review same
proposal.
Sean R,McCoyd
PROPERTY OWNERS NAME: 37 East Franklin Court
MAILING ADDRESS: Garden City,NY 11530
PHONE #: 516-640-9156
AGENT: En-Consultants
MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968
PHONE #: 631-283-6360
Enc: Copy of sketch or plan showing proposal for your convenience.
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LOT COVERAGE DRAINAGE CALCULATIONS 400 Ostrander Avenue,Riverhead,New York 11901
BUILDABLE LAND=LOT AREA SQ.FT tel.631.127.2303 fox,651.727.0144
)- HEALTH DEPARTMENT USE admtn®youngengineering.com
WETLANDSS(442(442 SQ.FT)=10,565 SQ.FT. VOLUME REQUIRED K•m0•noda["'
EXISTING ROOF:876 SF x 2/12 x 1.0 =146 CF oi1+Y� ����,1��
FRAME HOUSE 6 GARAGE =1,360 SQ.FT VOLUME PROVIDED '/'TYTt
FRAME STORAGE =IS SQ.FT. USE NEW LEACHING FIELD#I:
WOOD DECK =299 SQ.Fr. (2)GALLEYS 8.50'x4.75'x2.50'DEEP =160 CF Howard W.Young,Land Surveyor
WOOD LANDING =28 SQ.FT. VOLUME REQUIRED Thomas 0.Wolpert,Professional Engineer
TOTAL=1,705 SQ.FT=16.1% ROOF:E PROVIDED Douglas E.Adams,ProPesslonal Engineer
PROPOSED VOLUME PR
SF x 2/12 x 10 =169 LF Daniel A.Weaver,Land Surveyor
1 6 2 STORY FRAME HOUSE =1,182 SQ.FT. USE NEW LEACHING FIELD#1:
1 STORY GARAGE =432 SQ.FT. (3)GALLEYS 8.50'x4.75'x2.00'DEEP =192 CF - SITE DATA
COVERED WOOD DECK(ENTRY) =143 SQ.FT.
COVERED WOOD DECK(REAR) =135 SQ.FT. \ AREA=11,007 SQ.FT.
RAISED WOOD UTILITY PLATFORM =415Q.FT \
\ 'SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED
TOTAL=1,933 SQ.FT.=18.3% '\ SEPT.25,2009.
\ •ZONING USE DISTRICT =R-40
•TEST HOLE VERTICAL DATUM =NAVD(1988)
\
BY MCDONAIA03/212024 GEOSERVICES
DATE: \
DEPTH TO GROUNDWATER =4 FT
r \
EUSA DO 'NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3
DARKBROWN �$ \ TIE LINE ALONG APPROX
LOAM '\� HIGH WATERMARK' •MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL
WL) t.o• o �° 560°20'06"E •PROVIDED I/A OWTS CAPACITY =500 GAL
�� COIp •GRAVELLE55 ASSORBTION TRENCH REQUIRED
BROWN SMTY c tsm 5.62'
(seij E °�, \� o g \ Z!35°58'03"E ek ^ USING TABLE ll OF THE SCDHS STANDARDS
C F� FOR A 3 BEDROOM DESIGN d 1-5 m(nAn PERCOLATION RATE) =46 LF
GWE4-L2 WATER IN 42' 9 1 3.0?<' LEACHING FIELD#2 C
BROWN SILT/ ° TIDAL WETLANDS /' b '\ (3)GALLEYS �o� 'GRAVELLESS ABSORBTION TRENCH PROVIDED =46 LF
SAND w+ BOUNDARY,FlTEABSY Y ° \ 8.50'x4.75'x 2.00'DEEP
(SM) 8.0, EN{ON5ULTANTS, ry OB,
/09/2024 o"F zT o !' \ PROPOSED WIRE-BACKED P'
EXISTING DRYWELLS %lb' / SILT FENCE 44
h`
S TO NE REMOVED(TYP) FRAME / \ �`'aT
SHED o 94� \ (8,098 SF AREA OF
WBROWNFNTER o E sy�, a DI �tii S DISTURBANCE) ENGINEER'S CERTIFICATION
(SP) \1 yCay a 40 /rym. +azt ;� ,yi i�zsz 6 "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL
(F K,� "+'// N" d P y�� TIDAL WETLANDS BOUNDARY SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY
<o• �/ �`\ S7 Q a�ONGSEAWARD FACE OF cONc DIRECTION.BASED UPON ACAREFUL AND THOROUGH STUDY-OFTFiE SOIL,
BULKHEAD.As DETERMugD BY SITE AND GROUNDWATER CONDITIONS,ALL FACIL131tS,AS PROPOSED,
Ef•}CONSULTANTS.a/09/24 '-`
HIGHEST EXPECTED- ,�'w A j) CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
GROUND wErotTED \ PROPOSED STORY J° 0v_, �3Ay��`'t•r�N'cyeo / /'. `zs «, 4cya 79' TIE LINE ALONG APPROX. CONSTRUCTION STANDARDS IN EFFECT AS OF 1-1-5 DATE." 1
DETACHED GARAGE Q n '<` �� °4{I �,• •17ko0�0 HIGH WATERMARK /
FFEL=810 O j` ,� i / h ,;, ���ems, IT �1
_ 6pOly, +
ASPHALT AY ,.- '.T_'2,( /. �) O C \ 0.> 06„
TO BE REMOVED - 4 y` $ . LO Y //;��/ ��` � FLA6PWF B� 4�• F 1
NOTES FOR ° A r ' a ` ,. � \ {�
\ aw o^Y k r o r a ^p Efo \\
ABANDONMENT OF SANITARY STRUCTURES EXTEND WATER
HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n
SERVICE,�� �} ' _ r V q �..h q' o/''O(, THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ``
ABANDONMENT IN-PLACE \` [y'T ';• Di /¢cd tt s i3 g�.x� Q : `a--./c �4�Ge o e® \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 \ -
EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL PROPOSED -
g RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, PERVIOUS GRAVEL o'kcc it acwxtT ®`•\ 4' RCF \\
REMOVING THE TOP OF THE 5TRUCTURE(S),SACKFILLING WITH DRIVEWAY °� w.. t e P - / O - � `OQL'F`t' 1p Op0 �.sl w4' F'Ro "�s�� SURVEYOR'S CERTIFICATIONI
cTC°/A.SK {� I[ t+ I0 00 SEO� n?oN°ERATE
3 SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY APPROX LOC OF EX - / lio Ao A�Cea� A Ey °' 0O co /
COMPACTING. 01 eTe` la T+'-s'7,v` <o• Ec •WE HEREBY CERTIFY TO BEAN MCCOYDTHATTHIS SURVEY WAS
SANITARY SYSTEM TO BE - _ '�"+' p 'F (ram sc,
8 ABANDONED IN / - Yb. �"' -itr - R (RE"YFO �p� �g, PREPARED IN ACCORDANCE WITH THE CODE OF PR CTICE FOR LAND SURVEYS
I ,� - {s%l }- �— 6 O OPO A,Q li c It
ABANDONMENT BY REMOVAL \ ACCORDANCE WITH W/ 'a-t TY;, &�4p?o� �= � i�_� s Sy 1�OS�cQ J � al°I' ADOPTED BY THE NEW YORK STATE ASSO¢ATIO/J OF PROFESSIONAL LAND
EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL SCDHS STANDARDS B[+ ^/ N61° a' ^' b Co _ (P Opp OR SURVEYORS. '
RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING 1 I 23 e'e PO / lBy �',a i;_ j 0 1pFO-•C'P I
e THE ENTIRE STRUC7URE(5),BACKFILLING WITH SUITABLE SAND o'/a Po'(L / / OIYpS, ''", t�; '�_!+--,`fL ySy ,y0
AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. CMF ..tiAn l.L B ��e �•
ABANDONMENT OF SEWER PIMS Vw ben,.
THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A -� / �� �[,�, / ORp �y �+ �" o° Z '' �J- HOWARD W.YOUNG,N.Y.S.L.S.NO.45893
DANZEL A.
MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE o / s `./ ON L� a3:� F °v, 6 WEAVER,N.Y.S.L.S.N0.50771
3� C` � � Y%i �
CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF ��3 J
FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF THE 301�`
ABANDONED SEPTIC SYSTEM. �� / ��� \ w I-e.ast..� °a• �i`� °f�, .. SURVEY FOR
CERTIFICATION REQUIRED / / w\ QO a ` mar kph ZONETHE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, AE(ELO
EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER PROPOSED \w FQ° �)S, b r-�ZONEX SEAN McCOYD
A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS /^` / SANITARY ` \ �AQ p� a 1• ro.2z ANNUAL
E INDICATED BY THE DEPARTMENT ON THE PERMIT CONSTRUCT / /� SYSTEM w s�s.e' at Laughing Waters,Town of Southold
FOR PROJECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE / ``�--J / `
APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD �` / ly LEACHING FIELD#1 9 9
ALSO BE CONTACTED. ` (0 "Fa (2)GALLEYS
Suffolk County,New York
/ p��e7/� \ w\ +6.19 \8.50'x4.75'x 2.50'DEEP 7a�
LEGEND O rh r�Jb `\ IDF s A BUILDING PERMIT SURVEY
R.mq manic / / ni
° BBC =BELGIAN BLOCK CURB onQC
fpe.� County Tax Map Di,t ct 1000 seetm 87 Bled 03 Le: 66.4
/
�'( F
BS W BRICK SIDEWALK FIELD SURVEY COMPLETED MAY 08,2024
CIC LAST IRON COVER
9 = / P�' %` MAP PREPARED MAY 09,2024
=
CH =CHIMNEY
DI =DRAINAGE INLET enJ \\\ Record of Revisions
DW =DRYWELL NOTES REVISION DATE
EOP =EDGE OF PAVEMENT 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. \`\ Aht1Fh Rt ITI 11TNG PFRMTT 11ATA TAN 29 7n2li
IPF =IRON PIPE FOUND \ AITI1Fn At R IttNr.I PFRMTT 11ATA APR 022025
MLF =METAL FENCE 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS ``
OL =ON PROPERTY LINE REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND LEACHING
OS =OUTDOOR SHOWER SYSTEM.APPROVAL FROM ALL THREE PRIOR TO SACKFILL /
g PRF =POST 6 RAIL FENCE /\
3 T
RCF =REBAR d CAP FOUND . HE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A
s RO =ROOF OVER FUJICLEAN USA REPRESENTATIVE \
WMR =WATER METER 4:AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE
7T, =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE / 20 0 10 20 40 60
• =END OF DIRECTION/DI5TANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF =
THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF Scale'SIT 20'
=WETLAND FLAG THE SUFFOLK COUNTY SANITARY CODE.
TOB NO.2024-0058
DWG.2024_0058_bp 1 OF 3