HomeMy WebLinkAbout52237-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
VV'ITH ONCE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52237 Date: 09/08/2025
Permission is hereby granted to:
George J Cambourakis
71-61 Douglaston Pkwy
Douglaston, NY 11362
To:
Construct pool house at existing single family dwelling as applied for, per ZBA#7983 and SCHD
approval.
*Construction of pool must commence prior to beginning pool house construction.
Premises Located at:
200 Cedar Dr, East Marion, NY 11939
SCTM#22.4-4.1
Pursuant to application dated 03/14/2025 and approved by the Building Inspector.
To expire on 09/08/2027.
Contractors:
Required Inspections:
Fees:
CO Accessory Structure $100.00
Accessory-New Structure $285.00
Tota, S385.00
Building Inspector
� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
t
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
"�` Telephone(631) 765-1802 Fax(631) 765-95021 qp�i.//AyyLv oufli ldto na�ti w
Date Received
PPj jCA1 101'Y II ° 11 1I31 IIL ICI 11"EI j"I'
For Office Use Only
Mho
PERMIT NO. 5-701� Building Inspector: i 2.
Applications and forms must be filled out in their entirety.Incomplete 12 C 12, 0 V
. D
applications will not be accepted. Where the Applicant is not the owner,an - ,G °
Owners Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY: Building De artmeM
Name:George Cambourakis =Crm 1000-1000-22-0 T tT °
Project address:200 Cedar Drive, East Marion, NY 11939 0 01A) .
Phone#:718.706.7196 Ext. 101 TEmail:gjc@set-ny.com
Mailing Address:George Cambourakis,c/o Structural Engineering Technologies,P.C.,40-12 28th Street,Long Island City, NY 11101
CONTACT PERSON:
Name:George Cambourakis
Mailing Address:C/o Structural Engineering Technologies, P.C.,40-12 28th Street, Long Island City, NY 11101
Phone#:718.706.7196 Ext. 101 Email:gjc@set-ny.com
DESIGN PROFESSIONAL INFORMATION:
Name:Hideaki Ariizumi
Mailing Address:PO Box 444, Orient, NY 11957
Phone#: Email:hideaki@studioabarchitects.com
631 323 1426 hldeakl@studloabarchltects.com
CONTRACTOR INFORMATION:
Name:(not selected yet)
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure BA dition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 100, � l
Will the lot be re-graded? WYes El No Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTY INFORMATION
Existing use of property:Single Family dwelling Intended use of property:Same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes R No IF YES, PROVIDE A COPY.
Che h Box After Readifl : The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
ApplicationSu
bmitted By(print name
.Hideaki Adimmi 19Authorized Agent ❑Owner
Signature of Applicant: — - — Date: 5-,� q-2 q
STATE OF NEW YORK)
COUNTY OF I- Pidfah � )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contracto Agent rporate Officer,etc.)
of said owner or owners,and is duly authorized to pe orm or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
MOM
day of I"l Q , 20 28
- �±naLgd d
tary Public
TRACE TRACEYq. DWYER
NOTARY PUBLIC,STATE OF NEW" 011
EI!!'r I�lj Iii II` IEZAI IONNO.0YDW6306900
QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not
the owner) COMMISSION EXPIR
ES J E 3C
,
I, 1Z G l�Fid��2� !✓ residing at
d7LI Tic/ M, o hereby authorize 1 AP—/il--111-1 f to apply on
my behalf to the Town of outhold Building Department for approval as described herein.
Signature Date
Printpwner Name r
2
BOARD MEMBERS � ,oa ' O T Southold Town Hall
f Leslie Kanes Weisman, Chairperson t� 53095 Main Road• P.O. Box 1179
Patricia Acampora � � Southold,NY 11971-0959
Office Location:
Robert Lehnert, Jr.
N �► 4 Town Annex/First Floor
Nicholas Planamento
54375 Main Road(at Youngs Avenue)
Margaret Steinbugler courm, � Southold,NY 11971
RECEIVED
http://southoldtownny.gov 6 a.
ZONING BOARD OF APPEALS 8 2 5 2
025
TOWN OF SOUTHOLD on
Tel. (631) 765-1809 "�
�I� 00 d"Town�Clerl
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 20, 2025
ZBA FILE: No. 7983
NAME OF APPLICANT: George Cambourakis
PROPERTY LOCATION: 200 Cedar Drive, East Marion, NY SCTM No. 1000-22-1-4.1
SFtRA CJFTIPMTNATION,: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
Su
I:FO'LK lwQQN1Y ADM1NIS'I RATI.VE CODE-',: This application was not required to be referred to the Suffolk
Department epartment of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23.
L ,/RP DETFRMTN:ATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is'not subject to review under Chapter 268.
fROPF,KFY FACTS/1 LSCI�IPTION' The subject property is a 36,643 sq. ft. non-confonning parcel located in an
R-40 Zoning District. The property has a road frontage of 196.00 feet fronting Cedar Drive along the easterly
property line, then turns southwest for 200.00 feet to the rear property line, then runs 200.04 feet northwest before
returning 205.00 feet back to Cedar Drive. The property is improved with a om-story residence with an attached
porch all as shown on survey prepared by Michael W. Minto, LLS, last revised September 19, 2024
/ 15 O API�I_IC I"ION.- Request for Variances from Article III, Section 280-I5 and the Building Inspector's
September 26, 2024 Notice of Disapproval mse+��.l on an application for a permit to consti uct an in-ground swimning
pool and an accessory pool house/cabana-at I)swimming pool located in other than the code permitted rear yard;2)
pool house located in other than the code permitted rear yard-, located at:200 Cedar Drive, East Marion, N.Y. SCTI'
No. 1000-22-1-4.1.
RELIEF REQUESTED: The applicant requests variances to construct an accessory swimming pool in the side yard
where a rear yard location is required,and to construct a pool 'house/cabana in the side-yard where a rear yard location
is required.
ADDrriONAL INFO RMATIQ1 . The subject residence currently exists with Certificates of Occupancy front 1960
( Z555), and 2005 ( Z-3078 ). The cIurreni proposal to locate the accessory swimming pool and pool house was
presented to the Board by the owner's architect at the public hearing. The agent noted that the proposed swimming
pool location in the side yard is the best place,since cutting.and Filling of tile hill located in the code conforming rear
yard on this very sloped property would create more land disturbance and drainage problcm:s. The applicant's
Page 2, February 20,2025
97983, Carnbourakis
SCTM No. 1000-22-1-4.1
architect/agent stated that the pool e(luil)"nent will be placed under the existing deck, so as to mitigate noise from the
equipment and that that evergreen screening will be planted for privacy from the street and adjacent properties.
'I'lle adjacent neighbor and the neighbor across tile street from the subject property both spoke about their concerns
over possible runoff from the subject property onto the street and onto their properties caused by cutting trees and
re-grading when installing the: proposed inground pool,since flooding is common in that area of Cedar Drive where
many lots have very sloped topography. After listening to the explanation by the applicant's architect,about his
proposed,on-site drainage solution,both neighbors were satisfied,
FIN-ID-jN—CjS—Cep'-!A—Cl/-KE—A'Lo—NSL-FOR-NA-1 U' A-
5
T lie Zoning Board of Appeals held a public hearing oil this application oil Februal-y 6, 202 ,at which time written
and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property
and surrounding,neighborhood, and other evidence, the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
I. Town Law 267-1-d"'t"" (Jrant of the variances will not produce all undesirable change in the character of
the neighborhood or a detriment to nearby properties. The existing house sits on the northern end of tile site, and a
rear yard location would require massive cutting and filling,and the removal of trees. The side yard location would
require the least amount of earth and tree removal. T m he placeent of evergreen screening fo r privacy would also
Mitigate the side yard location. Due to these factors, this Project will riot produce all undesirable change to the
character of the neighborhood,
feasible
2, _I aw 26?_-_bQJJ6
n _&2
'I ovv J—. The benefit sought by the applicant cannot be achieved by some method, IL
sue, other than an area variance. There is a very large hill in the code reqUired rear yard and
for the applicant to pursue„locating an in-ground pool there would require massive land disturbance, tree removal and a large retaining wall
which would exacerbate issues with onsite drainage and possible I'Llnoff into tlie street and other propel-ties. Any
other placement oil tile property other than the rear yard would require variance relief
3. '"Cowan Law 267-bf3JLb)J3). Time variances granted herein are mathematically substantial,
aw §267 uld require 100% relief from the code.
a) The proposed pool ill the side yard wo
b) The proposed pool house ill the side yard would require 100% relief front tile code.
However,due to the contours of the site, and the hill in the rear of time property, the proposed location Would be the
least egregious of any location for a proposed accessory swimming pool, and pool house. The proposed location ill
the side yard would require tile least amount of land clearing,cutting, and filling of tile hill in the rear yard. It would
also mitigate the need for massive retaining walls if the pool were placed in the required rear yard,
R 1) evidence has been submitted to suggest that a variance in this residential
4. Town Lq'%vL-X&67-b 3 b)(4). No
IL� e physical or environmental conditions in the neighborhood. Tile
community will have all adverse impact oil th 's Storm Water Management Code and the conditions imposed
applicant ni List cOmPlY with Chapter 236 of the Town t submitted a well-designed and well-engineered plan for a
herein by this Board. Further, the applicant's architect
storinwater retention System layout,and planting layouL
culty has been self-created, "file applicant purchased the parcel after tile
5. Town Law '267-b 3 b 5 . The diffs applicant had actual or constructive knowledge of tile
Zoning Code was in effect and it is presumed that the effect prior to or at the time of purchase.
limitations on, tile use of the parcel Linder tile Zoning,Code in
Page 3,February 20, 2025
#7983,Cambourakis
SCTM No. 1000-22-1-4.1
6. yown Law §267-1). Gran t o�f(lie requested relief is the iniijilnurn action necessary and adeqUate to enable the
_ pool arid pool hOUSC while preserving and protecting the
applicant to enjoy the benefit of an accessory swimming
character of the neighborhood and the health, safety and Welfare Of the Cojllrnl.lnity.
R L- 5D—1 Ml ON., THE BOAR11 In considering all of the above factors and applying the balancing test under New
- OF—J.'THE 1—�
York Town Law 267-13,motion was offered by Member Lehnert, seconded by Member Weisman(Chairperson), and
duly carried, to
GRANT the variances as applied For, as shown on the Site Plan (Sheet A.10 1), Architectural Plans (Sheet A.102)
and Storillwater Retention Plan(Sheet A.10 1-2) dated May 17, 2024.
SUBJECT i'*o '1iHEF0LLOWtNG CONDrrioNs:
1. Evergreen screenings shall be planted and maintained in the front yard facing the street.
2. Pool pump equipment/mechanicals must be located a ininimurn of 20 feet from any property line or be
contained in a shed type of enclosure with a lot line set back that is in confbn nance with the bulk schedule
for accessory Structures
3. Drywell for pool de-watering shall be installed.
4. All drainage and stormwater run-off must be retained on site pursuant to Chapter 236 of the Town's Storm
Water Management Code.
This approval shall not be deemed effective until the required conditions have been met. At the discretion of the
Board of Appeals,failure to comply with the above conditions may render this decision null and void
That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued
inilytis in mature (or an alteration that does
a similar d yn that is de�tn
in one alteration
o�tlt`e"(;�ateo
�TheiB rd f8c e e r t�b L sted with
n r n ft relic s r
no C �e�
ded tl�e - li-�'r'It
s fit i ht to' I 5�tilut '*"'! �
vi
o
'ry Orini� d 1((tire a tie a It aull
e de ree o non
a a r
r e
lot n 0� tit 1,It t e
this
is de ust n. An r one ear the Be r
11v][110KYANT LIMITS ON Tflf ikPFR0`1,1 'ki 'S ii ( RANI'E,D HERE,I
Please Read�_ Caref�ull
Any deviation front the survey,site plan andlor architectural drawings cited in this decision, or work exceeding
the scope oj'the relic,.f granted herein, will result in delays andlor a possible denial ky the Building Department
Work order, and may require a new application and public
of a building permit andlor lite issuance of a Stop
hearing before the Zoning Board ofAppeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plait and/or survey
or demolitions exceeding the scope of the relief granted
cited above, such as alterations, extensions, demolitions,
herein, are not authorized under this application when involving nonconformities under the zoning code. This
action does not authorize or condone any current or future use, setback or other feature of the subject proper(v
that may violate lite Zoning Code, other than such uses,setbacks and other features as are expressly addressed in
this action.
E N AP�PJIOVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of
* 'r '4 ' " icate of
B a d of Al)peals shall become null and void where a Certir
M
'e 0 r filed with the Suffolk County
�a n d ivision map has not been fi
c ted by tl
S Ib
any ar all g
utl1o"
�ccupan 'is not been procured,andlor a sit lance was,granted. 'rhe Board of Appeals may, upon
cy t
s
Clerk,
within threc (3)years frorn the clefs
suc I vat
Page 4, February 20,2025
#7983, Cambourakis
SCTM No. 1000-22-1-4.1
writrant an extension not to exceed three (3) consecutive one(1)
year ttermen s. 117 uest prior tPROPERTY the date of expiration,'S Failure to ENSURE
1C in a timely COMPLIANCE
WI,ll`
Wl"�1-" .� p'f�l' �BI�T' �1 �.. W1"
FAME ESCR BED HEREIN. complymanner
1 °I`�wlF
Tl�l1+s+lW`�C:)1�1 1F" f�ff1�D '"li'fMl�"
may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved
variance relief,and require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora,Lehnert and Steinbugler(5-0)
4
lie Kan es.. s Weisman, Chairperson
Approved for filing dZ Id /2025
1ZGenerated by ;EScheck- eb Software
Compliance Certificate
Project Cambourakis Residence Pool House
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Orientation: Bldg. faces 90 deg. from North
Conditioned Floor Area: 300 ft2
Glazing Area 20%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
NONE m" ,I',, NONE=
Compliance: 6.6%Better Than Code Maximum UA: 91 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
SlIanlb-earn grade l.naaalaMa:ffs are no loi ng(it coinsidered in the UA or performance coo npihaairno e paatti lieu l'ylk Sr:hecn k. Each slaalia...rnngraade
y st meet l:l 1E� ru�uh0fruxr°in eri rgyr code kiisarlaau:ioi n R v aia.ac�and d luth uregi.n'ireirrnei nyrn.
xrra,ryo-rr7rnyai uirmu I:OTnaa� a*c;nyuc::al ¢�inirirua.nya*�.rrruc, irrua�.'
E n l e Ass r
Prop.Gross Area 1
Assembly or Cavity Cont. Prop.
Perimeter
Ceiling: Cathedral Ceiling 316 49.0 0.0 0.022 0.026 7 8
Wall E: Wood Frame, 16" D.C. 143 13.0 5.0 0.057 0.060 2 2
Orientation: Front
Door#15 &16: Glass Door(over 50%glazing)
SHGC: 0.28 107 0.290 0.320 31 34
Orientation: Front
Window#5:Wood Frame
SHGC: 0.27 6 0.280 0.320 2 2
Orientation: Front
Wall S: Wood Frame, 16" D.C. 324 13.0 5.0 0.057 0.060 16 17
Orientation: Unspecified
Window#11 x4:Wood Frame
SHGC: 0.27 38 0.280 0.320 11 12
Orientation: Unspecified
Wall W:Wood Frame, 16" D.C. 55 13.0 5.0 0.057 0.060 3 3
Orientation: Back
Wall N:Wood Frame, 16"D.C. 223 13.0 5.0 0.057 0.060 13 13
Orientation: Right side
Project Title: Cambourakis Residence Pool House Report date: 02/21/24
Data filename: Pagel of 2
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed'building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the man atory requirements listed in the REScheck Inspection Checklist.
te /� LP /2
*-TeAL ` l a re Date
Project Title: Cambourakis Residence Pool House Report date: 02/21/24
Data filename: Page 2 of 2
� ARY�vMTEM'�E6aQA�.
RESIDENTIAL
#OF BEDROOMS. 6
ADVANCED TREATMENT UNIT: HYDRO ACTION ANISDO SITE PLAN 15 BASED ON SURVEY BY WELLS ON NEARBY PROPERTIES ARE OVER 150'
VAOWTS CAPACITY REQUIRED 660 GAL PER DAY,AS PER JOSEPH A INGEGNO LANE)SURVEYOR TO PROPOSED SANITARY SYSTEM
TABLE 3,SCDHS RESIDENTIAL STANDARDS DATED FEBURUARY 25 2001 WELL ON SITE 1582,1'TO PROPOSED SANITARY
VAOWTS CAPACITY DESIGNED: 660 GAL PER DAY SYSTEM WHICH IS 4 B'FURTHER AWAY THAN ,
SURVEYOR'S NOTES EXISTING,SITING IS DIFFICULT DUE TO SLOPED V,
SITUATED AT EAST MAR ION TERRAIN AT THE REAR OF THE PROPERTY
LEACHING SYSTEM: LEACHING POOL,WITH SOIL \ TOWN OF SOUTHOLD
REPLACED FOR DIRECT CONNECTION TO SP SOILS \ SUFFOLK COUNTY,NEW YORK '..
REQUIRED: FOR 6 BEDROOMS:400FT2 SIDEWALL AREA , 00.220
, , 1-03
DI 1000. D4-10 220DESIGNED (1) A3 E
C
(1)-10'DIA T DEEP LEACHING POOL FOR 50% G
EXPANSION TOTAL AREA=36,64260 SO FT A
V G
VIEW841 AC 1 I� __
ELEVATIONS ARE REFERENCED TON G.V01929 DATUM � --- --- -'--- - - POWER SUPPLY CONNECTED TO DEDICATED
___ � N � 115 VOLT AC SINGLE-PHASE,20 AMP CIRCUIT
FOR'BB GA'9'&p%(AG'O.V BREAKER ON HOUSE PANEL FOR PUMPS AND
Yl*33N'1"G"El,q VAT4ONS ARE SHOWN THUG 3Q0 " 4 15 AMP CIRCUIT FOR CONTROLS"
E 1U SA'6MG CONTOUR LINES ARE SHOWN THUS 30 �,,. e ". EXISTING HOUSE
GENERAL CONDITbNs: 7P•1P n}ARE NO SURFACE WETLANDS WITHIN 3D0' ••r.
OEPPRTMEN ION SHALL COMPLY WITH SUFFOLK COUNTY + +dry - CONTROL PANEL AND BLOWER IN LOVER ON PAD STEP RETAINING WALL
IN ACCORDANCE OF HEALTH SERVICES'REGULATIONS, TOW 47,5'
'"b 4"(2"MIN)CIA HOPE VENT
ST NDARDS AND REQUIREMENTS,AND B14—BE STRICTLY o ♦ n' � FIRST FLOOR PF, --
STANDARDS L W/CARBON FILTER 10"MIN.ABOVE GRADE,
/ o
TO THE MANUFACTURER'S INSTRUCTIONS P i{ ,ate EL45"70' ;
TdTCJJiw' ✓ 36'MIN,FROM ANY WINDOW OR DOOR
2,THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE bF nti,` 'kyy d" MOT:NWERY 1 CLASS 2400 OR SDR 35,(OR +�
LICENSE PURSUANT TO CHAPTER%3 ARTICLE MI(SEPTIC 1 „R, a h ,. "y. /y «55� is - RETAINING WALL i
IN OUSTRY BUSINESSES)AND ENDORSEMENT J(INNOVATIVE mye✓n .Q, ,;rt S)5 75'SO.E Y (« TbNOL14R d4ANTY I /+ SDR40)1/B"PER 1Z'MIN.ELOPE aunvR TOW42S'
AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) a 'GE VECO.pc.SO iI t; P ! EXISTING DECK SHEALTH IN CAST IRON WHERE 84wvd'ro1
THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR "+, "p rypwl,'K QMEq'[5,"W'f;UL. 110 'J yy rytl i�v: � q AND STAIRCASE °° _' PASSES UNDER WALL b"', �µ0, rl
LICENSING AND CONSUMER AFFAIRS.(J PURSUANT TO i 16"Y„G)Lp „p"5 yvjn Y F"
SUFFOLK COUNTY LODE§56}79BA IJ),THE DEPARTMENT OF dd'N''A'J r' r t,..w e.+w '° t
i^'"^' wv�v'" - r PROP GRADE
LABOR,LICENSING.AND CONSUMER AFFAIRS MAINTAINS ""� ,,,.,.-- ���. "'" ( -- PROP,STEPS, 1 q nd 306E Sn"d I
LIST OF LIQUID WASTE LICENSE HOLDERS �IT , -- s --24"RISER W/SECONDARY n
3,.ALL INSTALLED IIA OWTS ME REQUIRED TO HAVE AN ;N q; SAFETY DEVICE #uwu a.uia H
u5
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0 ALL INSTALLED IA DWTSMND NANCE)REQUIRED AGREE HAVE ACTIVE "NAY "
MENTS
THEBET PRESSURIZED
ON EDS ALLOWTY NERAIELDSHND ILL PROVIDER„
COVERED BY THE SAME OW AGREIE LOBHALL BE Y -M1 /, Mvi'...M-• " a ";', Pof x „y,_ �j -�- tl tl
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Pw' G
TO SLDHS(SUFFOLK COUNTY DEPARTMENT OF HEALTH .7-b,4,. � �. 1111'T0IQr.GNC CURB„ { T ~
q.Y'y}Y ... r PIPE TO BE EXTENDED AN600
d�.PRIOR,TD L ..yq• •* gg.YK ,,ss
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/ \ WALL MsIP i6" TdA1fS Y „ " 1 FOUNDATION WALL,CONTINUED TO 'M .,, -L-•-,q":':I' ....L[„ACNNINg
REPLACEMENT IN EVENT OF FAILURE OW REQUIREMENT: ft S• y R t 61'Vp�" J ^Y,'d„.^' r REQUIRE VENT FOR
AL OESSTODHSINSPEGn.NISAMPLINGONOUARTERLV k:1 w,IPY�eed�f W)w'ma' T 7Y " EITHER OPTION CLASS 24000R 60R 35.(OR 6DR40) w ". .,.,e P0.J'd'kl.
q n o 114"PER 12"SLOPE MIN,
DEEMS NECESSARY,OTHER REQUIREMENTS THAT SLDHb kdYC'RC5 AC9A1,'AAd ARY l%Q+7 y ., 'Ip SEARUN IS LONG,UNDER N -
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TELHNOLOGIEB:E STANDARDb FOR IIADWT$ 945 ALLOW
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VA OWTS MUST MEET TREATED EFFLUENT A4,L4JM,N'GU'1NIYIIY$g4"Ei'vhSY FOEAN:IS6Dr 4 µ m � ? W, W J
RHI,xR TIE)N' PR AG 6PCIaN wR
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IN AREA �wL" w^""",,.� u H y A1Po" - O ..
D KMP'C Pao i� °,x- r- �.. S Po ,..,.,,.
MGIL OR LESS SOb LP 1' m
TCON
EIIMgCLAI Y
1„SEPTICRREATMENT S C dA a'"5 ATEO BREAKER O#I A N M w
I CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAYS SET, i0'tYO-: CYY•fC3 HOUSEMIAMPANEL. y dd1 T. 1"" ` NOTE..HYDROACTION HAS TWO ENTRANCES AT SAME ELEVATION
AND COMPLYWRHASTM 61227-10A STANDARD D tarp. .. BASTING RA15E'D DECK Wn„ Y�; k, W ML0^
SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS' y m 0 r% 4 P _ 4' w ,,,,.. POOL HOUSE FL EL=44,2' O z�?
II ALLNONCONCRETETANKWALLS,FLOORS.ROOFAND L#' ` a pp :w w 20000 I, ,yi
w 4 w �„„�... M „, y 4.. MIN,INVERT ELEV.OF WASTE PIPE LEAVING POOL HOUSE 1637<73' p^t,{
J mow
.. �,........�J Mi 4 4. MM"'1 Z ACCESS LOVERS SHALL RESIST AN APPLIED FORCE OF 300 4 qv= 1 A
III NOB PER SQUARE FOOT RICA. y ,,G M*T M p• F v'^�
R III, NON-CONCRETE PREFABRICATED SEPTIC TANK BIIA ......---�..,-..--.. Ii'm,"•.
OWTS SHALL CONFORM TO THEINTERNATIONAL d � "" .....,w^' � -'*
ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS Sc,TAX HOG "" -tl RO
to .1= v s ti Vex .... ..... JP..anAEPfi lkhlaY LANIDII4G ..4,LPo 6 ... ... ...
SEPTIACMTANKS-ANSIZ100-07ANDANVUPDATESS IQATED q. s D . " 4 nr n 2. 1PD`S"7a01 t"4 tl ...
THERETO, d I
N. EACH BEPTICTANKBIIAONfTBSHALLBEIDENTIFIEDBY �'""""L^-.:+-- .�,.✓^'°'� w Y HIGHEST —#w
THEMANUFACTURERAND DISPLAY THE FOLLONIN (+. W EXPECTED
INFORMATION PERMANENTLYMARKED AT THE INLET END 4 PROP"H'aYE pUTI, W' rTrY GROUNDWATER
3, MAXMDYANDNMBER OF OPENINGS i;,L s•. POOL• PATIO fi PAt ZD+EP .ram" SECTIONDtF�i,,Tr'�A+Np EL 9,0'(NTS) 1
CFTHETANK PROP PROP,
M DESI N LOAD
2.
1, MANUFACTURER NAME OR LOGO 1 L f
4, THE DATE MANUFACTURED,. S L { A EL ,l�f^"
g $ `Lip k ti I�'dN.v { -,..,.. ".•^J"" .. �..... '^' 1 -. 1n
V ALL CAST-1 RON AND HOPE LOVERS SHALL BE SET AT
FINISHED GRADE,BE LOGKING,TAMPER- RESISTANT, I 'ry"d'Je jj
WATERTIGHT,INSECT-PROOF„FLAT,SKID-PROOF,AND BE ..0+ PROP POOL FENCE P ) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPROVED FOR SEWAGE USE COVERS AND RISERS �, 4d GROUND ELEVATION 44'
SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL d,
PERMIT FOR A PROVAL OF CON TRUCTON FOR
LOAD(M S IN., OF 2500 LB FOR 60 MIN WRH A MAX +'^—" ^^ Y rr/!/!,J%/ /E
L'
my IT1PNCEAND
a. ( iSINGeE rAIr1 RES
VERTICAL DEFLECTION OF 1.51N.. w PROP,B'DIA 10'DEEP DW p SP 2' FILL:Dark Brown f SAND trace Sift.with Roo¢,dry
VIII,IF A RISER COVER WEIGHS LESS THAN aOLBS A I•+ '^^ _ SP 4' Brown I SAND,trace I Gravel dr
SECONDARY SAFETY LID OR DEVICE SHALL BE PRONGED, d " FOR POOL,PLAZA,POOL HOUSE _ y +
rvx 2 r W/GRATE " SP Brown mf SAND,bate I Gravel,dry
2,.NSTRUCTED IIAOND AND
EMATIRIA AND I` 41„ a�0 "kupl "'Pq.R'yC"rv� w.'I Y _ B
l
ARE NO SUBJECT BOUND AND DURABLE RDECAY, HOLM,, -- DATE 11BI25 HIS F F NO
R 24 1142
ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY, R w ""1 � q Nh SP 10' Brown I SANG trace S IS dry
A ALL SEPTIC TANKS VA OATS MUST BE CERTIFIED AS o+^ FFU.C4„7" FILL BACK GRADE FLUSH TO �y \ - -- APPROVED _
WATERTIGHT BY MANUFACTURER USING EITHER VACUUM PATIO SURFACE,TYP. iW, '"'n 6P 12' Brown f SAND,Some m Gravel,trees 6l(dry
TESTING OR WATER TESTING METHODS., /
m'a - q _ gjl�¢bTcu Pv�a�`aernaLYn.NlJ Lrrita¢"rt
I^ VACUUM TESTING MUST PULL PMERCURY ..T... -✓dbm �� .-- p _SP__14' Bmwn mf SAND trace f Gravel,dry EXPIRES THREE YEARS FROM DATE OF APPROVAL
III%FOR 2 MINUTES WITH A LOSS OF IO%OR LESS. VI
IL WATER TESTING SEAL TANK;FILL TANK WITH vd 4�-- ..._ """ M" W``'✓..47a✓„ •^ !^^, �yw ___ r""rw =,t jt" "t SP--- Bmwnf SAND trace lGravel,dry
'— _ 17
WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS,
" v
REFILLTHETANKTOOUTLETINVERTAFTER24-HOUR "I S09'57'40"W 7dl " DEVELOPED I2D000 'a- a SP 22. Brownml SAND,trace lGmvel,race Sift,dry Waiver ApprDYed In ACLOTdanLe Wltll
PERIOD AND LET STAND FOR 10 HOURS,APPROVED IF N,{'MA 1tly.PGi ONSITE WELL
WATER LEVEL IS HELD FOR 10 HOURS.. ' OVER 150'DISTANT U 10 ZU N 40
$e LtlOn 7EU 614§F Of the
B, ALL PENETRATIONS PIPES SHALL BE CONNECTED TO t `rcL "
TANKS NTH A WATERTIGHT,SEALED FLEXIBLE JOINT AND / \ ` 5 +yr.- d"" v ry
THE PIPE GASKET SHALL BE FASTENED TO THE PIPE V IFH WET AT 35'OR EL 9' Suffolk Count Sa nita Code
A STAINLESS STEEL RETRACTABLE CLAMP+FOR II vvp, � ° TEST HOLE DATE 9/1=3
CONCRETE TANKS,THE FLEXIBLE JOINT SHALL BE CAST-IN- SKft
PLACEAND ANY NEW HOLES REQUIRED TO BE INSTALLED HIGHESTEXPECTED GROUNDWATER DEPTH42'BASEDON THE
CNSITE SHALL BE GORE-DRILLED, GROUNDWATER CONDITIONS ON LI.AT ELEVATION 42,THEN THE
C, PRECAST CONCRETE SECTIONS SHALL BE SEALED i- }dA QWTS LAYOUT GROUNDWATER ELEVATION IS EL,0'
WITH ONE(t)-INCH BUTYL RUBBER JOINT SEALANT WHICH t " -- -- -- ""' """"" USE EL VAS HIGHEST EXPECTED GROUNDWATER ELEVATION
CONFORMS TO ASTM C-990.JOINTS ALIGNED IN THE SAME
PLANE LMLL ALSO HAVE FLAT BUTYL TAPE APPLIED TO
THE OUTSIDE DF THE JOINT.,
3,THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE
MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF --
THE TANK COVER, Abandonment of the existing sanitary system must be in — 2"CLEAR TEST T HOLE DATA
9oiw.Lla...e�na Pm (Air) 9 w,ab'.'.r.•T eatmentS st._ ,,........_....... .,.,.
u mvnr new rvc a ' VERTICAL REBAR(Av)#41E41Z'0 C,MIN.. -
4,ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK N.T.S, da0. fl!mGCPYpINCdl Date
SHALL BE PROVIDED BY AN ACCESS LOVER WRH AN INSIDE conformance With the Departments requirements, r ory rvoRTM varvc Innovative and Allemative OnSlte
OIMENSION OF AT LEAST 20 INCHES IN DIAMETER,.AND IN os asoumwrva HORIZONTAL REBAR Ah#3®1B'O,L,MIN,
COMPLIANCE WITH 5-111 AND S-1148-7 OF LDHS RESIDENTIAL Submit completed form VVVVM-080 as proof vRmry wrtn ovrvsR _ Wastevre[er Tr y em
STMDMD2016.ALL OPENINGS SHALL MEET THE FOLLOWING tlfdM1 OWTS OBFtatl'DITVe
9 T`
REQUIREMENTS: ......�. i A ....��{.......,�.......1e�."..........,�,�.. ......"... " .....�.... .a..,,,,�._
A OPENINGS SHALL BE PROVIDED OVER ALL INLET AND „., StUdIO alb architects
OUTLET PIPER Professional',CertificationRequired„ ,�,.......
ERE
Ey7EN
ONS ARE REQUIRED.THEY SHALL
C, ERTISEPTG TANK d51lA OVJTS MANUFACTURERS SHALL BE Design5uhmit P,E,or R,A..Ce,Vfi r.n For r�% ABBREVIATIONS R,rin-d651 West MNY 111901ain t JL
WATERTIGHT
PROVIDE A LABEL OF NONCORROSIVE MATERIAL IN y - POROUS BALK-FILL 631
PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN The Installation LlOD and COn$rlu Cllon Of the SC WDRC Disposal$ySrCm �' 'H 631 323 142E 1.
8 AND M LEACHING POOL glyms�sNdioabarchrtecfs tom '
UM
'ENTRANCE ANXINTO ATA MAY BE FATAL- _ Use Form ^.,," ^^^^ ,,,,„. W.
",..a=0.OB3 H.0"MIN.. W CONCRETE VVPPROP,. PROAX MAX PIO ED LE 7 , J"
arm W .....
_ C, BOTTOM OF CUMIN MINIMUM g address
1C hLL APPLICA EE RELOMMENOATIONS PROVIDEDaV THE B PO BL Y 1 Gnu •+"'
MANUFACTURER SHALL BE IMPLEMENTED, G- r C.O. CLEAN OUT RED REQUIRED Orient NV 11957
2..THE SEPTIC TANK A VA OWTS SHALL BE INSTALLED AT a DB OISTRIBUTI ON ESCDHS SUFFOLK COUNTY DEPARTMENT OFLEVEL IN ALL DIRECTIONS(WITH A MAAMUM TOLERANCE IN u \ Ear ELEC, ELECTRICHEALTH SERVICES
ANVDIRECTIONOF+I-ONEQUARTERINCH)ONAMINIMUM3INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED "��Y.CUEAR
Z ELEV..ar EL. ELEVATION ST SEPTIC TANK
OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM -- G GAS TO TOP OF,.
m.
HIGH-DE
T,C
ROCKS)OR PEA GRAVEL,BACKFILL SHALL BE PLACED ca HDPE POLYET LENErW TOP OF CURB J
AROUND THE SEPTICTANKd IIAOWTS IN SUCH AMANNER AS 8=055H(35) o WIG SURCHARGE POLYETHYLENETW TOPER WALL I/A OWTS Layout
TOAVOID DAMAGEANDCOMPALTEOIN6I1 C11 IFTS, ' ,7SHTo1,00H .. IIA OVVTS ALTERNTVEANW WATER Maria&George
BACK FILL SHALL BE FREE OF LARGE STONES,STUMPS.AND ALTERNATIVE CWfITE WITH
CONSTRUCTION DEBRIS, D 1 2 FT WASTEWA TREATMENT L.,
FOOTING LATERAL REBAR(Met)44 g1Z'MIN, SYSTEM CambOUrakIS P'Bppid nNeDbpr "I.�,I. #H OR:F.ANNEXECUTION,VERIFYONSRE.IFAPPLICABLE - FOOTING LONGITUDINAL REBAR(Alon)#4®1Z'MIN. INV.. INVERT Dow 1217#f2A
LG LEACHING GALLEY
:GR DE EUEVArJONS AT THE HOUSE HGR DE OUSE WASTE LINEWHERE LOCATIONS NVERERE THE TJSTALLE ATIONBTE MAN ETRATES, „W. Dravm by .�1t
. .
AN
-HOUSE ASTELINDUTILITIES.INFRASTRUCTURES,ANLEVATIRULTURES property Tax Map#. C'r,,c dby HAAN '
-ANY TREES WHICH MAY AFFECT TO THE I OWTS INSTALLATION
RETAINING WALL DETAILS 1000.022.00-01.,00.003 D00t004,000 `/�_
2,. GARBAGE DISPOSAL UNITS SHALL NOT BE USE.WITH A IIA OWTS. 4" - -- ------- C•01
3, TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER Is HIGH OR FLOOD -- /Z'_�'-D�� Ye street adtlress `prn
CONDITIONS EXIST,
200 Cedar Dnve East Marc.,NY 11939 '. Srale As indicated ,