HomeMy WebLinkAboutCahalane, John & Sarah Glenn Goldsmith,President ®��®F S® �®1 Town Hall Annex
A.Nicholas Krupski,Vice President 1110 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples �® a® Fax(631) 765-6641
COUN�`1,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
November 8, 2023
Richard J. Principi, Jr.
P.O. Box 1248
Southold, NY 11971
RE: JOHN & SARAH CAHALANE
4730 BLUE HORIZON BLUFFS, PECONIC
SCTM#: 1000-74-1-35.54
Dear Mr. Principi:
The Southold Town Board of Trustees reviewed your letter dated October 10, 2023 and
the site plan of Martin A. Passante, Architect, received on October 10, 2023, and
determined that the proposed construction of the single-family residence to be out of the
Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of
the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result
from your project. Such precautions may include maintaining adequate work area
2
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
41—
Glenn Goldsmith, President
Board of Trustees
GG:dd
20'MANHOLE 104FOLYLGK
FIBERIS3L S IT D T SANITARY NOTES rf�soc6rgax COVER
LOCKNG
FRCP05EP 5ANITART SYSTEM w�R uD��' AND LEACJ4 FCa61E
� SC711.NO.100P1-T4-01-3534 !.NO NELrNBORGVG WELLS WITHIN 75'GY PROPERTY ALL 5•�n��, 5Arf1T S/.,/d:T' LEACHIW Ft?OLS BY LG1VG
SINGLE FAMILY DWELLING- I FIJI GLEAN GEN-10 TREATMENT LOTS GO SVECTED 70 PRIVATE WATER s ruxr�sl ars 15LAND P CA51 L�<Nj (D m
AREA-61)52 Sq.Ft.-L419 ACRES TANK(/) 110K DIST.BOX a 1.ALL DEVELOPED LOTS WIiN IN 150'NAVE CONVENTIONAL 4'DR COVEFR5 C
&eZE 420' PFE a-kyfi 40? >
/ F ZONE:RR a R40 5U5 SUr�ACE SEWAGE D15P05AL 5Y5TEMS (� r
\ (2,601A X 13'PEEP LEA C41% LCUER.' U)
NO WELLS WiTHIN 150' LaER.
/ DRAINAGE CALL DUFELLIN's-1;82 SFX 1 X 0i61-381 CF LEVEL NY 4016 AN.40-4' DB INV.3116' z
/ PSL IUITN ROg FOR 5�EXP LP (n
381CF/4131:9'FEET READ USE(718'DlA X 5'DEEP DRY HELL Q AV OJT Nv 4
J\\s�' DRAINAGE CALC GARAGE-I,Oi1 Sc X I X 0.161-ITO GF 4'SDR 35PYC F�� i4i o
1 i i PROP05F1J I RIJI CLEAV CEN-10 Fn�rY15ED FOL DISTR v 2 m
�X t // / / / / SANITARY D16POSAL 5Y5TEM DESIGN CALCULAilONS R0 CF/4231-4'FEET REQD USE(IJ 8'DiA X 5'DEEP ORT DELL Flit e'6 Fi 1600 GAL TREAT MIT iAd BOX W/R 5ER AND HEAVY LCCKMG `v
5ANITARY HYDRAULIC FLOW < z
UILDIMS USE.6MLE FAMILY 5 BEDROOM(9 BEDROOM EQUIVALENT) BOTTAt 0 TANK EL.355' COIR TOCsRADE Q
Bd m
LEACHING POOL Z DESIGN C.c.
NYDRr1ULIC LOAD FLOW=9906PO REQUIRED FOR 513EDROCM SINGLE FAMILY(9 BEDROOM as ;a
/ NO rjR=WATER ENCOUVTERED TO 25' 'T- m s
EQUIVALENTI RE5IDENCc"-6155E(SIDEWALLI SYSTEMI7EPTHf OTE:BOiia1 q=ALL v E
PROPOSED 1/A OWTS DESfCaV LEAGNIM1rs POLL 51ZING FRAM TABLE 5 SANITARY STp1CTL' 5 ill BE N7(� L z Z a`m
✓/ ��Pj /� %//���� // / CULTS 5TORAGE CAPAC17Y M/5T MEET OR EXCEED 0 DAY DESIGN 6255F/15.15FIVr'-14.9 VERTICAL FEET 3FT ABO 146MEST EXPECTED 6RaN=m1 Q ...
HYDRAULIC FLOW 992GPD X IDAY=9901AL. USE(2BDiA.X I3'DEEP POOLS
GROUND WATER N07 ENCOUNTERED 1015' VA OWiS General Requirements
C
USE FUJI CLEAN GEN-10 NIiRASEN REDUCTION UNIT
57AN'DA,4D HYDRAULIC LOAD -I1AW GFD TEST HOLE 1•Installer shall provide a certification of the Installation and construction(W.W.M:73)from a PROFESSIONAL ENGINEER
TOTAL VOLUME -1,000 GAL or REGISTERED ARCHITECT for final approval of the system ak g
DATA RIO, 2.The installer of UA OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII(Septic Industry P
DARK BROWN Department
and Endorsement J(Innovative and Alternative Treatment System Installer)through the Suffolk County
Department of Labor,Licensing and Consumer Affairs,pursuant to Suffolk CountyCode§563.79(11)(J).The Department
LOAM pF
(a) ( of Labor.Licensing,and Consumer Affairs maintains a list of licensed VA OWTS Maintenance Providers. Ha
IT
!%q 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be C BROWN CLAYEY submitted to the Department 11a
a
QNl 5E1F CO,VTAINED AIR SAND(CL) 30' 2� W
/�/ / // \ / BOJ• G�IPRESC.l�RAND4.All Installed VA pWTS are required to have an initial 3-year warranty and operationtmaintenance service contrail.
BROWN FPS Xz ao
I TO M�IUM SAND 5.When an VA OWTS requires a vent,the unit shall be vented to the roof of the residence bei served.Vent
\� CG3VTR01PA1E1,FUHMAGbeing rpipes ation f1 y�a qq�
/ r /� PQ (SP) �, extend a minimum of 6 inches above the rooftine and fhe lop of the vent shall have a minimum horizontal separation of 12E $
J/�\a� d a, 1t�RII BLO B inches lythe sloped portion ri the root.1n pees where a l not practical to vent of system to the residence roof,a vent
/''/'"p"- �; � \ BROWN FIE pipe may be piped to the exterior side of the residence and terminate a minimum of 18 Inches above grade.These vent
�� \�� / ,� 0 TO COARSE SAND �, D7�shag be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filler device.Ali 4;01
GAP \ 'gg\ /j� �i :i I W/15-254 GRAVEL vent pipes must have a minimum diameter of 2 inches.
F I (SP) 6.Garbage grinders shag not be
, ROP.TEST r23U-� 9 9 permitted when an VA OWTS is utilized as means of sewage disposal.In addition,water
TEST HOLE BORING BY softeners shag not discharge into an VA OWTS.
A / MOLE LOG. PwrtCPl BULDERS
y/� m r---— 9/26/2021 7.Install UA OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the
A - /ski manufacturer shall be Implemented
PO-0' <_ _ `a C <. FJUI; (2)STORY WD
$ �1 �� FRAME HOUSE = a; 6.The VA OwrS tank shall be tnslalled at level nail direct ons(w lA a maximum tolerance,in any direction of+/one
1N 8' Ji - �' quarter Inch)on a minimum 34nch thick bed of property leveled and compacted sand(free from rocks)or pea grave
Site Plan L 00� FIN.FLR 5m'-m:
sa-t SCALE r•m-o• •®. I �,• �r \42 � %'?�" V _ \ \ - 9.The top of the UA OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. j
m
CESS�POOL \ DE \�= �� LEGEND W
Q o -, RAVE \ D o 0
cI c0OvER DRYWELL ` W �w' waT \ ~' LP = LEACHING POOL o 3
www \ 420 \p _<: \\�- / �` \ 9P = SEPTIC TANK 0 z
Electrical Requirements ♦ y
`.� ` ,iCP01TZ01: `0 `� n�rI e \ EP = EXPANSION POOL 3 0_
1.Control PanelsJ�y i FRAME RAGE s m
a.All wiring and equipment are to be Installed by the electrical contractor In accordance with ih� „�@ 1` I T BOX W/EAD-GAP - „ ." DI.0 = DRYUJEL L
National Electric Code(NEC)and local codes. ` ` LI, E5 03 W %_EIN�LT' 0'-0 \ \ O O
b.The control panel box must be placed outside on a suitable pedestal near the structure that it serves. X "' .J \ M (D
Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a utility `' r` �� I J �, \ DB = D IST. BOX a
room,and not a Irving space). \ ----1 WATERLINE
c.The control panel shall be placed at a comfortable height for access. WELL
d.The panel shall meet National Electrical Manufacturers Association(NEMA)4X specifications. C
e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control GOViRAG7OR TO DKr 70 0
panel or junction boxes. �_ � POSED \ GLEAN SAND AND GRAVEL N
f.Each system shall be equipped with a functioning warning system which will activate audible and '' \ WELL \ >
visual alarms that can be readily seen and heard by the occupant's of the building served.
2.Pumps,Blowers,Level Sensors,and Controls 5jti,�, (%`amu
a.The electrical junction box serving the pump motor and goats must be watertight and located outside ',I 11 ) �., 1,��• 4 �^�s'f tom--' ^� ( /_ °�
the I/A OWTS tank chamber. 1 �F""---� _I'I `y RZ �rj-i1 \ \\ C S
b.The Department shall observe the pump system operate through a normal operating code. ) 1�; 1 l r 0 0
c.Inspection for leakage of the force main fittings will be made during the pump test procedure. ! ��_�- •} f N
E 0 CT 1 0 2023
pmb S?S.
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B3afd Of TfE!Stne,
7
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hb. 4730 Blue Horizons Bluff
GRAVEL 414 ' _ 0 HEALTH DEPARTMENT i�VAL Peconle,New York
/ 21STORY gip CRIVE Viz
/ b ;y RAMENOJ �_ / SardlaryBSlomrwaler
1/0
/ �! j-FNFLR 50'-O_' gpT AgIGE ' Site Plan
cmFooL 0 i--u0
0 DMELL = Overa//Site P/an
4
A7P-100 �
oolmlolpANEL
7/5- Atr F...
NOU5E (-300) Tin
ELEC a
PANEL tp. C z
a
6C
0 D CONTROL 1 11
1 -1 tt It. ,,A.M... V)
—To MORM PM&
__-CONTBOL�MTOOWT 0.iP",D1.111 I— w
PFIS� q
TREATEDUA < 12, !7H21
EXTERIOR RATED ; 1 -.0 2
MA
20 AMP BREAKER O'�
WOOD POSTS 0 34
JUNCTI014 BOX EIEI Z=
&R40E IN 6PRINK a: 110!
RESISTANT C3 U A
ENCLOSURE SUPP festa tCl
< na .......
BY—Al— X:
12
12
12 Adr,UP WIRE
IN 34"FVC 64CP
rw DIprom Datotl
W CONDUIT
\
FUJI CLEAN USA
CONTROL PANEL DWELLM
Eleadc Diagram FoClean CcnIFd Panel Delail
Sob:NTS
SCALE. NO SCALE
U U U
0"
POLTLOK 12"
DISTRIBUTION BOX 7 5.18' L
OX
W/LOCKING COVER' i �
a
2�
FROM OWTS ujiMAg` ba
<-�b
TO LEACPIN5,FIELDS 9
SLOWER DETAIL Ttrls 05-10-2OT7
1— 215
sP of SCALE NO SCALE
PROVIDE SPEED I FUJIMAC
LEVELER ON EACH 3
12'THICK LINDEIQ;0RAIN OUTLET
FILTER MATERIAL TYPE I
Distribution Dox Dd-
GRADE 412'
SCAM IND SCALE b-FREISFORCED
CONCRETE
FWS.�CD
3'MN SLAB GRADE
caltiew -
COLLAR -4 1
owrw
.2
BeuNBAFFLE-1 49w�w
--------lk— ELECTRIC DIAGA4M I'll, IT
SCALE NO SCALE
CHAMBER Volume(gal) 13=1 E:I Z5
-RECIRCULATION (D SedmentallAhambeIr 558 1)ID
NRIST PIRA ZL Anaerobic;Filtration Chamber 556 Z
--oIsiNFEctioN (I Aerobic Contact FGtmWnchambw 248
cyusioE (OPT mm)
Q) Clarillcaton Chamber 125 DO
% Disinfection Chamber 11
4'INLETPIPE� /�OUTLETPIPE N C) 0
JA Total Volume 1.498
a CIA
SPECIFICATIONS SEF STRAgnpRE
Anaerobic Madge PPfPE BADqLL MATERIAL TO BE CLEAN 540 AND
FLMff GRAVEL 0MALN3 LE65 WAN=M ATL 4
Board Type Aerobic Media PVC/PP I PE SAT I aAY.MATERIA TO BETRp C
Aerobic Media PP I PE NATIVE MATMALS ME MMWD TO BE .0
Blower 5.3 cfm 13Y TIE ENSNEER MO D
INLET BAFFLE- Tank FRP -ARMTECT CF54D(CMkS >
pf*g PVC IPPIPE SAID AND GRAVEL STRATA SWAIDIR4,51.
Y Access Covers Plastic I Cast Iron sDrywell DOW 3 STORM DRAIN
I Disinfectant(Optional) Chlorine Tablets SCALE- NO SC SCALE' 112'-T-W
OW BAFFLE 39'AIRMME
(MEANING OPENING) _j�
RECIRCULATIONPJ BU)
eral Construction Notes
FLOW OPENING(TYP. 24-ACCESS LAVER .0
1.LOT AREA:62)52 Sq FL-1.429 ACRES
LOW OPENING
IWACCESSCOVFR 18-ACCESSCOVER 24'ACCES3COVER 1E 2.SCTM# OW-74-01-3534
(TYP) (rYPj WER(OPTIONAL) &
c CTYPE
ONTACT MEINA BOUNDARYAND TOPOGRAP IC INFORMATION FROM A SURVEY BY PAUL BARYLSKI,Land Surveyor.Last Dated D
oJul 2,2019.E ATI REFERENCED TO THE NAV098 DATUM..
4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS qp
OFTHE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESAS REQUIRED
aacuLATION S.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIORTO THE
AM 13Fr PUMP COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE
PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
S.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING
6 WORK
J4 _AEROIIO MEDIA
7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN.COUNTY,STATE 417w30`SIue Horbws Bluff
0 AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL pec,,Ic�New York
AETwTION
UNSUITABLE MATERIALS OFF SITE,DEBRIS SHALL NOT BE BURIED ON THE SITE.
Ly
8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. Sart q Details
B.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3000 PSI 28 DAY STRENGTH CONCRETE.
SECTION EI-13 VIEW
10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS
SECTION A-A VIEW
11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO
PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS AND D—
UNIToErAa MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL
SCALE NO SCALE CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL.
12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM A7 P.101
MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST.
Glenn Goldsmith, President ®� S®//� Town Hall Annex
A. Nicholas Krupski, Vice President ,�0� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoskiii Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples ® �® Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NON-JURISDICTION INSPECTION
DATE OF INSPECTION: NoYeK6W 11 2b2.3
INSPECTED BY: Eli-IA6A Peu211e,J
Ch. 275 Ch. 111
COMMENTS:
sirdto►VArwanr a�o�olica�ion -�I�a+ does vwk iAclvde w%% j coAsbyJ 9n aG+►yi
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0 CT 1 0 2023
Southold Tot; /
Board of Trustees
Board of Trustees Application
Y
AUTHORIZATION
(Where the applicant is not the owner)
I/We, d,3mlal. ,L &V-yn CA 310
owners of the property identified as SCTM# 1000- 7y"0 •V• 51 in the town of
r
New York,hereby authorizes ✓�
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.
operty O7Si&ature Property Owner's Signature
SWORN TO BEFORE ME THIS 7 -a DAY OF Oe.-"er , 20-2�
Notary Public
I
MARIA QEUTURA j
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01BE6183052
Qualified in Queens County
Commission Expires March 10;2024
Board of Trustees, .Application
AFFIDAVIT
2r BEING DULY SWORN
DEP SE D AFFAfAS THAT fWISHE IS APPLICANT FOR THE ABOVE
DESCRIBCD PE )AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO TH ST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT
ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION
AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES.
THE APPLICANT AGREES TO 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 IN CONJUNCTION WITH THIS APPLICATION,
INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF
TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM
OF THE PERMIT.
S' afore o�t perty Owner ture of Property Owner
SWORN TO BEFORE ME THIS DAY OF 20--73_
MARIA BEUTURA
NOTARY PUBLIC,STATE OF NEW YORK
Notary 170blic Registration No.OIBE6183052
Qualified in Queens County
commission Expires March 10,.20214,
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