HomeMy WebLinkAbout52236-Z TOWN OF SOUTHOLD
ip BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52236 Date: 09/08/2025
Permission is hereby granted to:
George J Cambourakis
71-61 Douglaston Pkwy
Douglaston, NY 11362
To:
Construct swimming pool at existing single family dwelling as applied for,and per ZBA#7983.
*Hot tub on site plan requires a separate building permit.
Premises Located at:
200 Cedar Dr, East Marion, NY 11939
SCTM#22.-1-4.1
Pursuant to application dated 03/14/2025 and approved by the Building Inspector.
To expire on 09/08/2027.
Contractors:
Required Inspections:
Fees:
CO Swimming Pool $100.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
Total S400.00
�� Building Inspector ��
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litt, w.southolo �a�l ov
nA Date Received
APPLICATION
For Office Use Only `
PERMIT NO, Building Inspector: °�y
11"IJU .
Applications and forms must be filled out in Their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Ow
ner's Authorization form(Page 2 shall be completed.
� 1 g ) P
Date:
OWNER(S)OF PROPERTY:Name-/'� (A] d�—A SCTM# 1000- .. I.—
Project Address:
S. V� I1�n [V
Phone#: "" Email: C L
T
Mailing Address: Q n r tL1,362
CONTACT PERSON:
Name:
Mailing Address: `
Phone#: V` Email: [ M ! �CQ�
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
W/'�)
Mailing Address: „ /n
r?D9 0C 14det
1. UJ
Phone#: Email: I
DESCRIPTION OF PROPOSED CONSTRUCTION
["rNNew Structure ❑Addition ❑Alterat- n ❑Repair Dem ° ion Estimated Cost of Project:
Other r k 0 $601000 .
Will the lot be re-graded? ❑Yes t- Wi Ilexcess fill be re ogre from premix ? e ❑No
1
PROPERTY INFORMATION
I
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes XNo IF YES,PROVIDE A COPY.
Cheek Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 2 36 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 210.45 of the New York State Penal Law.
Application Submitted By( tint name): p'1 b�� Authorized Agent ❑Owner
Signature of Applicant: � i � �¢o�r Date: 08/11/2025
STATE OF NEW YORK)
COUNTY OF
I K
Tose ( , being duly sworn,deposes and says that(s)he is the applicant
(Name of individua signing contract)above named,
(S)he is the a1w
l
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform 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
Wh day of U �.... ...,��..�20
N
Nota Public
ABBAS H SHAN
Notary Public-State of New York
PII° )Znu IN No.01SFI0027��Q
l l IIII m _a.. M �' ' �m� lbw II iN i.,,µ..... �. Qualified in Suffolk
(Where the applicant is not the owner) My Commission Emp res A_;T
George J. Cambourakis 9 �N
71-61 Dou laston Pk 9
Dou laston, NY 11362
residing at
P 11��a 0 1 0-1'i�
-T4 w apply on
do hereby authorize
my b o So thold B "ding Department for approval as described herein.
08/11/2025
Ow er's Signature Date
Geo Is J. Cambourakis
Print Owner's Name
2
a
✓ BOARD MEMBERS �� soar Southold Town Hall
Leslie Kanes Weisman, Chairperson . 53095 Main Road•P.O.Box 1179
Patricia Acampora Southold,NY 11971-0959
Robert Lehnert,Jr. erg O ice Location:
Nicholas Planamento � �► �� Town Annex/First Floor
Margaret Steinbugler �l�C 5437.5 Main Road(at Youngs Avenue)
omm� Southold,NY 11971
RECEIVED
http://southoldtownny.gov /31
ZONING BOARD'OF APPEALS FEB 2 5 2025
TOWN OF SOUTHOLD
Tel. (631)765-1809 Xftt6d
"own Clerk
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
SE,ORA DETII RMINATJO : The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under
pp the Type II category of the State's List of Actions, without
further steps under SEQRA.
UFFOLK QQLQNTY ADMIMSTRATI E CODE: This application was not required to be referred to the Suffolk
County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23.
LW DEDETERMINA"I`T0N:• The relief, permit, or interpretation requested inA this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
I OPERA YFACTS/DESCR1i""1"1ON:The subject property is a 36,643 sq. ft. non-c^onforrn ing parcel located in an
R-•40 Zoning District. The property his 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 one- ory residence with-an attached.
porch all as shown on survey prepared by Michael W. Minto,LLS, last revised September 19, 2024
.SIS Of~ APPLICATION: Request for Variances from Article 111, Section 280-15 and the 'Building Inspector's
September 26,-2024 Notice of Disapprovai-based on an application for a permit to construct an in-ground swimming.,
pool and an accessory pool house/cabana;at 1)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,NY, SCT'M
No. 1000-2.2-1-4.1.
l EL1�EF 1 1--:Q—E=: 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.
AIgQ 1�IN "O .A�1ION: The subject residence currently exists with Certificates of Occupancy from•1960
(#Z5.55), and 2005 (#Z-30786). The current 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 the hill located in the code conforming rear
yard on this'very sloped property wtnuld create more land disturbance and drainage'problems. The applicarif's
Page 2,February 20,2025
97983,Cambourakis
SCTM No. 1000-22-1-4.1
architect/agent stated that the pool equipment 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.
The adjacent neighbor and the neighbor across the 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.
_FIND ',—FOR RDARP ACTION.
The Zoning Board of Appeals held a public hearing on this application on February 6,2025,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:
1. T n Law§g67-b(3).(1 I). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The existing house sits on the northern end of the 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. The placement of evergreen screening for privacy would also
mitigate the side yard location. Due to these factors, this project will not produce an undesirable change to the
character of the neighborhood.
2 awn Law§26",L-bDY_bJ(2_J._The benefit sought by the applicant cannot be achieved by some method, feasible
1 _
for the applicant to pursue,other than an area variance. There is a very large hill in the code required rear yard and
locating an in-ground pool there would require massive land disturbance, tree removal and a large retaining wall which would exacerbate issues withonsite drainage and possible runoff into the street and other properties. Any
other placement on the property other than the rear yard would require variance relief.
3. Town Law 267-b 3 (Iff3l. The variances granted herein are mathematically substantial.
a) The proposed pool in the side yard would require 10011/o relief from the code.
b) The proposed pool house in the side yard would require 1000%relief from the code.
However,due to the contours of the site,and the hill in the rear of the property,the proposed location would be the
least egregious of any location for a proposed accessory swimming pool,and pool house. The proposed location in
the side yard would require the least amount of land clearing,cutting,and filling of the 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.
4. No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed
herein by this Board. Further, the applicant's architect submitted a well-designed and well-engineered plan for a
stormwater retention system layout,and planting layout.
5. ][own Law 6267-b(3 b 5 . The difficulty has been self-created. The applicant purchased the parcel after the
IffiLl
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of'purchase.
Page 3,February 20,2025
#7983,Cambourakis
SCTM No. 1000-22-1-4.1
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory swimming pool and pool house while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION 0A THE GA In considering all of the above factors and applying the balancing test under New
York Town Law 267-B,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.101),Architectural Plans (Sheet A.102)
and Stormwater Retention Plan(Sheet A.101-2)dated May 17,2024.
pLL 1WI NG CO NiD1CTIO NS
1. Evergreen screenings shall be planted and maintained in the front yard facing the street.
2. Pool pump equipinenttmechanicals must be located a minimum 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 conformance 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 tlse 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
The Board reserves the Ali lit to su stitute a sz filar dell n that is de m'nimis in mature or an aiteration that doe
not increase the de ree aif noncon ormit rovided de minimis retier is re ruested within one k 9, r o the date o
this decision. n time a er one vear Ilse Boardmav,re uire a new a lication.
IWOBXA T L S 110,114 IRE APPROVAL S G ED HEREIN
Please Read Carefully
Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding
the scope of tine reliefgranted herein, will result in delays and/or a possible denial by the Building Department
of a building permit and/or tlae.issuance of a Stop Work Order, and may require a new application and public
hearing before the Zoning Board ofAppeal
Any,deviation frown tine variance(s)granted herein as shown on the architectural drawings,siteplaan andlor survey .
cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted
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 property
that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in
this action,
171AM LIM5 ON THIS A.PP OVAL Pursuant to Chapter 250-146(B)of the Code of the Town of
Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of
occupancy has not been procured,and/or as subdivision snap has not been filed with the Suffolk County
Cleric,within three( )years fro ain the date such variance was granted. The Board of Appeals may,upon
Page 4,February 20,2025
#7983,Cambourakis
SCTM No. 1000-22-1-4.1
written request prior-to the date of expiration,�grant an extension not to exceed three(3)consecutive one(1)
year terms.IT IS TIME PROPERTY O'ti�l'��It RESPONSIBILITY O ENSURECOMPLIANCE WITH
l� I'Ol'�S1iBI
THE CODE RL� ICED TRgE FRAM,DESC11ID D UF IN.Failure to comply in a timely manner
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
�wr
Alieanes Weisman, Chairperson
Approved for filing eZ /o� /2025
._ . ... _ .... .. _ .....„.. _.._ .._..._ _ w _a._ ... ...................._�....�..........._ .... .._...... .... ......
w Y::M /
RESIDENTIAL
fI OF BEDROOMS. 6
ADVANCED TREATMENT UNIT HYDRO ACTION AN60D SITE PLAN 15 BASED ON SURVEY BY WELLS ON NEARBY PROPERTIES ARE OVER ISO
IIAOWTS CAPACITY REQUIRED 660 GAL PER DAY,AS PER JOSEPH A INGEGNO LAND SURVEYOR TO PROPOSED SANITARY SYSTEM
TABLE 3,SCDHS RESIDENTIAL STANDARDS DATED FEBURUARI 26 2001 WELL ON SITE IS 821"TO PROPOSED SANITARY
IJAOWTS CAPACITY DESIGNED 650 GAL PER DAY SYSTEM W4HIC H IS 4 B'FURTHER AWAY THAN b'
SURVEYOR'S NOTES EXISTING SITING IS DIFFICULT OUE TO SLOPED
SITUATED AT EAST MARION 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,NE W YORK
REQUIRED FOR 6 BEDROOMS 400 FT2 SIDEWALL AREA, S C TAX No. 100-22-01-03
DESIGNED (1)-10.DIA ISDEEP LEACHING POOL, 1000-22-01-04 r
(1)-1G'DIA T DEEP LEACHING POOL FOR 50% `I
EXPANSION TOTAL AREA=3664250 SO FT
O 841 AC rc^' 1AV IEw--- ------ ...........�.....,,.
ELEVATIONS ARE REFERENCED TO N G.V 0 1929 DATUM HIaLV ---- POWER SUPPLY CONNECTED TO DEDICATED
115 VOLT AC,SINGLE-PHASE,20 AMP CIRCUIT
FOR M DATUM ADD 1' '- `P BREAKER ON HOUSE PANEL FOR PUMPS AND
EXISTING ELEVATIONS ARE SHOWN THUS 300 4 15 AMP CIRCUIT FOR CONTROLS,
EXISTING CONTOUR LINES ARE SHOWN THUS 30 �. EXISTING HOUSE
GENERAL CONDITIONS THERE ARE NO SURFACE WETLANDS WTHIN 3 CONTROL PANEL AND BLOWER IN COVER ON PAD
1„INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY F.RUIG TOW 41,TAINING WALL
OEPMTMENT OF HEALTH SERVICES'REGULATIONS caw + `-^e„ '^"•^- ...„,,./ � '*y, TOW 41,5'
STANDARDS,AND REQUIREMENTS.AND SHALL BE STRICTLY AbW " FIRST FLOOR F,F, 4"(2°MIN.)DIA HERE VENT
IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS, 1 "�w.,.,�. ' EL 45,70' W/CARBON IO"MINABOVEGRADE,
v^° 36'MIN.FROMM ANYNV WINDOW OR DOOR
TE
]..THE INSTALLER MUST HOLD ENOORSEMENTQJUIINNOMVATNE wwc "CJ ' S�5` N A IH47»iXNI«KA'ERM 3 CLASS 2400 OR OR 35,(OR
AND ALTERNATIVE BUSINESSES)
USINES )ANDENDORSEMENT
INSTALLER) MwuLw F C"AEVOY'b.'L$V d� w " SDR40)1/I CAST
MIN,SLOPE 'WNN++1VBsw RETAINING WALL
ND ALTE NATI E TREATMENT E CHAPTER 50 SYSTEM
INSTALLERTICLE V11 )
EPTIC S] iVY" ON61ZE d I q 10 ",,.., M,xw,/✓+',,, b�l C EXISTING DECK SHEALTH IN CAST IRON WHERE V "'b'"V T TOW 42,5'
THROUGH THE SUFFOLKCOUNTY DEPARTMENT OF LABOR ^m
LICENSINGMOCON6UMER AF AIR. rEr+ce ,,,.«,M"'"""'� O �" OV 1y 1'U TGi6R^' PASSES UNDER WALL .
rcw✓-X Nx 4 V;w AND STAIRCASE I-
SUFFOLK COUNTY WOE§Sfi37900(J).THE DEPARTMENT OF v' "m w� �" ""°'+"`r`�� RA 1 qlt au
,ur., ". " �.. ,•. PROP.STEPS L 'Q 3B 86.G DE
_ABOR,LICENSING,AND CONSUMER AFFgIRE MAINTAINS A 4 Y q LIST OF LIQUID WASTE LICENSE MOLDERS, „+•""yam �""""^+--.... RF ,'.i. BASEMENT F.F,. - i. SAFETY DEVICE pFN+nau dw.n¢ > r
y'c�Hrm .. bU` ,,..,,,.. WOODEN FENCE. EL 3770' ....W.A SECONDARY
3..ALL INSTALLED I OATS ARE REQUIRED TO HAVE AN 1'uPROP,4'HIGHCSU
INITIAL 3VEAR WARRMTY. ? d` L"O •� b4 ""
CALLINSTALLED UAOWTS ME REQUIRED TO HAVE ACTIVE a Dxar µ'OW ✓''P'" `? rs TVP, 1 µ, 2
DAN(OPE(OPERATION
NANDIWUNTENERrID REME PNOVIDER.. µ •., +,0 w. dAr .-•..„.:•,,, 'y'CL m •� - ,.". ^•.M ~ •••®•®•®�•�-� b
THEPRES
ROPERTY
COVERED BYTHHE SAME MOAGREEMENT
RAINFHILLLBT IES t. ;...r.,,. ➢
IT, rr "W weu EXISTING WASTE LINE HYDRO✓v("Plf„+'h
S.SERVICE PUFFOLK S COUNTY
REPORT ALL O&M ACTIVITIES r" ,,,,, "5+44 m PIPE TO BE EXTENDED ru'.. ANSOO N -•.
TO SCOHS ISDFFOLK COUNTY DEPARTMENT OF HEALTH r EXISTING CONC CUR t m y" a 6 I R i 6
pF
V.COVENMTS MAY BE REQUIRED ON PROPERTIES WHERE EXIST,CURB eA "
" 1^' IF PROPER VENTING CAN
sp.«p wroN wrvpM4'.wASTfi uxe r'"_unrp{N nwe NOrrVN.Ha vwqu ` VERTICAL IX4 N. :E 1< BE PROVIDED,REMOVE d"k11Ayi'gE
SERVICES
PROP,9 LEACHING POOL
bN E '" I r,oa�w,mga 1' HOUSE TRAP, CAST IRON WfTHIN 2'FROM T p
REPIAGEM EIN EVEEDR QQUIRIING:SYSTEM REQUIREMENT: a. p�� y, N•' WALL%nJl%'" 19A'TE E'..^I" °" 1 FOUNDATION WALL,CONTINUED TO 'w'^^^^ 4 _ "","' -LEACHING y„
h A1r 4 P
NT
FAILURE
ACCESS NEEOEONSPECTIIONISA MENTSTHATSCTOHSY < N IRCi AIGUNQN Atl4 ,.�' `" li "` r '+_ {�ww�, REQUIRE VENT FOR (OR SDR40) POOL y
OTHER r ,Lnd Yin"° W r dP,$"1` •„ Kahn eM rq lWfs ""' SLAB N SPLONG UNDER
CLASS 24000R SOR 35.
�w A 4'MM 1AbNea#mcwnq 6 b ya+i, T J
,/� 0 1/4"PER IT SLOPE MINSAS S
J a .. "" .-" ry
TECHNOLOGIES. 2LO7WYMC N11MO NCYFOR Ii fC IMl1 ,E, ItlIFWT Yb Y+1IY :M `Mpkx OY"" •"y lro XA Al „•. : Y � Z J m - _..,•
DEEMS NECESSARY. Y WMw�p � ,L t "'I
7,PERFORMANCE STANDMOS FOR IIA OATS EXI6TpNC" 'h p, +Ih w _-
VgOWTSMUSTMEETTREATEOEFFLUENT IONpIN�G,@NQA'FOR AS£ODpiD 4E6 .'O - J"', *y w > w
CONCENTRATIONS FOR TOTAL NITROGENY „�,.,• L EANSEA OF NINETEEN(19) p
MGIL OR LESS KG%LPG ,}pT g "• ".p •&. p
SkPT'IY„ITR MIIA^5R/T G,N179 20 AMP'C„PJNN'CGT NTO
t,.sEPnrIRiEATMENT SC A 4. DEDICATED SPEAKER 044
CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAYS SET, 10CC• Ut 03 HOUSE M,Np7 PANEL > T '" BY^A
NOTE HYDROACTION HAS TWO ENTRANCES AT SAME ELEVATIONAND COMPLY WITH ASTM G217-tUA'STANDARD , wYy-, I['XI'gTIN'G RASSED*EGNC on )SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS- Z { PV' T 4""" POOL HOUSE FL EL=WA O i^n
II ALL NON-CONCRETE TMK WALLS,FLOORS,ROOF AND .4«2. ` 7rv,' ^ "'"" �' °" mm "- 'Y "' p 1 MIN,.INVERT ELEV.OF WASTE PIPE LEAVING POOL HOUSE IS 37.73' 0 o J.ACCESS COVERS SHALL RESIST AN APPLIED FORGE OF 300 P ti y,. € 200 00 A Z
III NOS PER SQUARE FOOT FABRIC 1, fO`M NLp w I �m a
III, SSHAU-NON-CONCRETE PREFAB TH INTERNATIED ONAL
TANKd VA 'A" I b +j a
ASSOCIATION
SHALL CONFORMIN THE INTERNATIONAL N r z
fy4
P530CIATION OF PLUMBING MD MECHANICAL OFFICIALS
�
'AMERICM NATIONAL STMDARD FOR PREFABRICATED SC.TAX N '"^^ -STEPS AND N,ANCWN'CS
SEPTIC TMKS-MSI Z1000-2007 AND MY UPDATES JV'0 ''rrr��� e
THERETO.. g0ik"d J7•Y190'iw M1./t ;,,,,.. --
N.. EACH SEPTIC TMK d VA OWFS SHALL BE IDENTIFIED BY rx^ wH' Lc ""'" ry HIGHEST -
THE MMUFACTURERMO O%PIAYTHE FOLLOWING t " EXPECTED
INFORMATIONPERMMENTLYMARKEDATTHEINLET END b T B ° It GROUNDWATER
OF THE TMK: 4 PROP" PROP., PROIT O'ECV+DW "^' N p
1„ MMUFACTURER NAME OR LOGO - --�""" EL 90'(NTS)
PROJ^,.HOT TU
OOL
2.. CAPACITY AND NUMBER OF OPENINGS POOL PATIO wE td ti
3. MAXIMUM DESIGN LOAD y \ POOL PATIO 'i 2'SECTION DIAGRAM
4, THE DATE MMUFACTURED. L 4 EL 44'
V ,",,,, ,,,,,,
ALL CAST-IRON MO HDPE COVERS SHALL BE SET AT o J, I e§ ,,,�„,• ,,. ...,,w,..,„.„„..... ..�••- ••• -- ^^^^^^^"
FINISHED GRADE.BE LOCKING,TAMPER- RESISTANT, BFalr '
o y c
WATERTIGHT,INSECT-PROOF,FLAT,SKIPPROOF,AND BE y. PROP.POOL FENCE $ u. DEPARTMENT
t 'LN OF HEALTH SERVICES
APPROVED FOR SEWAGE USE COVERS MD RISERS I r F.CL' U5""RJ, 09pP+
SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL U — ELEVATION 44' v x
LOAD 3661N, OF 2500 LB FOR 60 MIN WITH A MAX. ry GROUND ELEVA PERMIT APPROVAL ry,+;
SUFFOLK COUNTY D RgRTME
s' 4 /�ILlli1�>m N'
VERTICAL MER COO R OF 151N, i. '" „,,,,,,,,„,,.,,„. ,w "w " "+WI GRATE PLAZA,POOL HOUSE ^zr SP FILL-Dark ND, f SAND Baca SIN,wRh Raals,dry 1- PROP B DIA 10 DEEP DW SP
V11CIFA ONDARY S C SAFETY
LID R DEVICE
THAN fiOLBS O _ FOR SP d" Brown f BAND,dace l Gravel,dry
SECONDARY SAPETY LID OR DEVICE SHALL BE PROVIDED Brown mf SAND,trace f Gravel,dry
ARE NOT C SUBJECT OF TO EXCESSIVE CORROSION OR DECAY, U 'NDnzSe '' ^^ F�L BACK GRADE FLUSH TO o �D' Brown f SAND,trace 54L dry AATE 11B/25 I' S P F No R 24 1142
R
2.SEPTIC TANKdI/AOWTS SHALL BE WATERTIGHT MD D
CONSTRUCTEDOF SOUND AND DURABLE MATERIALS THAT {''T y SP
A ALL SEPTICTMKd VA OWTS MUST BE CERTIFIEDFS ,� m t4.4.7 w o p '"'\ "^RP17'p1x'LL'C
RF
WATERTIGHT BY MANUFACTURER USING EITHER VACUUM PATIO SURFACE,TVP, o_ SP 14' Brawn I BAND,same m Glevel,dace SIIL dry
I, VAR WATERUU TEST)STING MU METHOST PULL DS,
FNERCURY >ET. 0ye0' 7, c:coxc u - SP 1d' Brown ml SAND lacefGavel,dryOM DAT�%JJJJJ, PROV,`�
TESTING OR WATER TESTING METHODS, ��'�",A^p,'� .gym �.„.,-, I wu DATE t OF APPROVAL
(HG).FOR MINUTES WITH A LOSS OF 10%OR
RE T RT O OUTL T INVERT
ELEVERpNF'TER 4 O URR 55 ua 1� S B9'S]'40-W " '•T. 40A W •' fiVPN,iC%PSS7•.a+' „ Y:�H,„y-y\LL �a M1+ —V" bpV Nc' SP 27 Brown m6 ND dew lGlavel,baw Silt dry E W THREE
ApP ovedRn N1.- .. .
EXPIRES YEARS
II, WATER TESTING SEAL TANK;FILL TMK WITH Q.
WA
PERIODMOLET STAND FOR 1D HOURS,APPROVED IF NY.1D,MA 'yJ 0"B ONSRE WELL 20G 00 ACCOTd1nCe Wlth
WATER LEVEL IS HEM FOR W HOURS. y - AftlCle 6,SeCCIDn 7RD 616§F of thB
OVER 150'DISTANT M 90 20 4B
B. ALL PENETRATIONSATERTGT S SHALLEALED BE CONNECTEDTO ° / L Suffolk County Sanitary Code
TMKS WITH A WATERTIGHT FASTEN FLEXIBLE JOINT MD "" I \ k A„ EST HOLE DATE 9N 12023
T T35'ORELB'
THE PIPE GASKET SHALL A FASTENED TO THE%PE WITH ,1
A STAINLESS STEEL HE FUEJUBLE J CLAMP..FOR I SO w+N>yPr
CONCRETE TANKS,THE FLEXIBLE JOINT SHALL BE CAST-IN-
PLAGE MD MV NEW HOLES REQUIRED TOM INSTALLED A HIGHEST EXPECTED GROUNDWATER DEPTH 42'BASED ON USES „.
ONSITE SHALL BE CORE-DRILLED. GROUNDWATER CONDITIONS ON U.AT ELEVATION 42,THEN THE
C.. PRECAST CONCRETESECTIONSSHALLMMALED -- /AOWTSLAYOUT
GROUNDWATER ELEVATION IS EL d
WITH ONE(1 TO 4CH BUTYL RUBBER JO NTb ALIGNED WN TNE SAME 1"=ZD'-O" USE EL 9'AS HIGHEST EXPECTED GROUNDWATER ELEVATION
PLANE WALL ALSO HAVE FLAT BUM TAPE APPUED TO
THE OUTSIDE OF THE JOINT,
3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE
SURED
THE TANKCOR RTHE OUTLET INVERT TO THE BOTTOM OF �;bandonment Df the eX.IStIn sanitary system mUSt be In and Onsltem��tl
THE TANK COVER,. 2"CLEAR TEST HOLE DATA
g y Y 3 N.T.S. aD,En NaA p.tianipriylrl .. ..Kamm'^„ ,.
VERTICAL REBAR(gv)pd®1T O,C MIN. Innovative B I .mm..
4„ACC ESSTOVIDE TM AN ACCESS COVER
EWITH AN INSIDE
conformance Irulth the Department's requirements
SHALL IOPROATUEBYANINCHESCOVERWITHMINSIDE vI IswrH wwo B -. HORIZONTAL REBAR(M)113®1B"D>C,MIN.. WBSIeWdtBf Treatment System
0MENBIONOFAT 5E 11 AND5.1ESINOVIMETER,MDIN Submit completed form VVVVM-080 as roof I?A CW4rTS Cedar D!jint
COMPLIANCE 16 A L OP AND SHALL
COTS RESIDENTIAL
RE UIRED201fi ALL OPENINGS SHALL MEET THE FOLLOWING
flEOUIREMENTS.
A OPENINGS SHALL BE PROVIDED OVER ALL INLETMD \+ studio a/b architects
B. WHERE EXTENSIONS ME REQUIRED.THEY SHALL BE „,.-.. Des ^._.,
OUTLET PIPES I 'gn Profess Ona S Cert f cat o R q 0 qv-•
fi51 WaSt Mam Street, 1y AR 1
WATERTIGHT 5uhmlt?.; Or R,A..C r, cat On O r A TT VNATI NYS. RNerhead,NY 11901 3L
PROMINENT LOCATION AT EACH NONCORROSIVE
SHALL r [ k POROUS BACK-FILL 631 591 1402 26
'ENTRANCE INTO TANK MAY BE FATAL' Yhk lAgl TO WARN Th [IatiO dC [ t f[h Sc g Dsp05a 5Ystem i < 631323142fi
PROMINENT LOCATION
OF
FNAT EACH ACCESS
d AND LP LEACHING POOL glyme♦�sNd Dabarrhilects,com 4 w w
SEPTIC TANK 8IAOWTS MANUFACTURERS
AT MAX MAXIMUM ga
SB OPENING T
Rrv1CNMKdp OtWKm NrmW fl,�X ..tL L. m„ ,..,,,,,, _..,mU. F.. WWM 0/3" ¢ x BC, BOTTOM OF CUMIN, MINIMUM
ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE BW BOTTOM OF WPN.T.S.. NOT TO SCALE mean dtlrefia
MANUFACTURER SHALL BE IMPLEMENTED, x 4r 000 H,9-MIN. CONC.. CONCRETE PROP. PROPOSED Pn,nt NY1 A ,Ip pp
O G.O. CLEAN OUT RED, REQUIRED Onenl NV 11957 p
2.THE SEPTIC TMKdIIAQWT66HALL BE INSTALLED AT 3CLEAR DB DISTRIBUTION ESCOHS SUFFOLK COUNTY DEPARTMENT OF d
LEVEL IN ALL DIRECTIONS(WRHAMAXIMUM TOLERMCE IN u m\ ES,ELEC, ELECTRIC HEAL TxN T':Rti1S:EB
MY DIRECTION OF ONE QUARTER INCH)ON A MINIMUM 3 ELEV.Or
EL. ELEVATION ST SEPTIC TANK
INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED 6°.. w x G GAS T,0, TOP OF
OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM
ROCKS)OR PEA GRAVEL,SACKFUL SHALL BE PLACED m HOPE POLYEHYLENTC. TOP OF CURB
MOUND THE SEPTIC TMK d VA OWT'S IN SUCH A MANNER AS =055 f35I- - O W/O SURCHARGE POLYETHVLENETW TOP OF WALL
TO AVOID DAMAGE MDLOMPPCTEO IN 6INCH LIFfS, ,75H TO DOH O IIA OWTS INNOVATIVE ANW WATER I/A OWTS Layout
BACKFILL SHALL E FREE DCO PACTS STONES STUMPS.MO ALTERNATIVE CWAITE WITH Maria&George
CONSTRUCTION DEBRIS, 0 1 2FT WASTEWATER TREATMENT Cambourakis Protect number 21220
FOOTING LATERAL REBAR(Alat)d4 @1 T MIN SYSTEM <
G!§; FOOTING LONGITUDINAL REBAR(AlOn)N4@IT MIN, INV. INVERT Date 12/21/24
1,, B.F PAW EXECUTION.VERIFY ON SITE,IF APPLICABLE
-GRADE ELEVATIONS AT THE HOUSE WHEN E THE WASTE MAIN PENETRATES, LG LEACHING GALLEY "'
-GRADE ELEVATIONS WHERE EACH UNIT WALL BE INSTALLED.. T'.. ' IR.. Y{ TM, ' ';y Dawn by HA +°
-HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. properly Ta,Map N, Checked by HA, n
AN UNDERGROUND UTILITIES.INFRASTRUCTURES.ANDIOR STRUCTURES
1000-022.00-01.pOH1G3 000 i OD4,000
-MY TREES WHICH MAY AFFECT TO THE IIA OWTS INSTALLATION RETAINING WALL DETAILS C"01 C
2.. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A IIA OWTS. 4 1I2 -1 ade S"at,D[E,"
3. TMKS SHOULD NOT BE PUMPED EN GROUNDWATER IS HIGH OR FLOOD -Q 2DO Cedar Dnve,Ea Ma ,,NY 11939 r7!'
.., ,........._......,,.�....
B�,k ..�.......„.IT, As indicated
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CONDTONS S WH
,
40, 2'-2" 1-- 1-1/2''x I I CAA.6&V.
A ANGLE R 5/6"6AV.
r. P'�f UPN (5, 81 81 (51 1K�AP�19 POP
81
14 6A 6AL
42" V.
5TEEI,WALL
L
1= 26"x 4''CONINUOU5
VINYL III CONCM9 COLLAP\R
LIW\ 5 CU.Ff.(MIN) CONOM
61
MOUND AT WH PP\ACE
A55WPLY
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DRAIN FLOATS 7-1/2''X 4-1/2"X 12"
ItAFIN6 PLATE
"
12 INCH�5 2 130ffOM
MAlUX 5/81,P\�PAR
12' T
(51 MIN FF\OM (5ANI2 or VEF\MICIITE)
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11/2"x 24''x 14 6A
GALVANIZED ANGLE
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TWICAL WALL INACF A55�WtY
ell
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81 81 81 81 81 ( MAX, 5PACIN6 8') S1
IF COM13INAlION FIMP\ HAK&UN'T
APPROVE no glow I 5QMW\ANP WASTE F,
PUMP CMCH�
VACUUM LW 6�0p�VALVE TV.) %IME
DATE: B.R1 PUMP
FEE.
NOT WAV LINE
B41LUIWIVU Ur-r-An I IWIL71m I 8�4
631-765-1802 8AM TO 4PM FOR THE 1-2 FMPIN
FOLLOWIN E -T- fO INLEf
1. FOUNDATI N V
DCONS',T FOR POU UmAPKED
cm'F'P\ LIMF or Homp\ MAIN MAIN WAIN
PIPING PF\AN-EBAM NG
2. ROUGH
YON 3. INSULATI10N 5CH�MATIC
4. FINAL-CCINST ION MUST
BE COMP L ETE OR .0.
ALL CONSTRU 3TI S MEff MiE STANDARD DETAILS- STEEL WALL POOL
REQUIREMENISO THECOD SOFNEW DRAWN YORK STATE—AM RESIPGNS—11—169 FOR SCALE:�/16 '-011 BY: Cjj PREPARED FOR:
DESIGN OR CONS T WQTqN ORS 61 —F — /16AP� POOL5
14, 16, DATE: 6/4/2021 REmsED: 0
257 PAPIO AVM,
PREPARED FOR: MLL�F, `I Aa, NY 11164
200 C�PAP, PPOV�
POOL 5�CTION A-A �A5f WON, NY 119��4 — I A6APEPOO�5@6MAIL.COM
PREPARED BY: P�pro �n6jirieerImq50IUti0M5 DRAWING NUMBER:
It is a violation of New York State law for any person, unless they are acting under the direction of a licensed 10 Pa�wooj Lane 200 aPAP\ PFZIV�
professional engineer. to alter this drawma in any way. :iF 13avort, NY 11705 Ph (631) 520-1611 1 PALS I OF 2
NOTE5: 6, POOL MU5T PE EQUIPPED WITH AN APPFOVEP POOL AILAP.M CAPABLE OF PEtCTING A CHLI?ENTEONG THE WATEF ANI7 SOUNDING AN AUPIPLE
I NO 5POIL 5UFCHAP.GE PMMITT EP WITHIN 4 FEET OF EXCAVATION AT THE 5NALLOW ENE, OF,6 FEET OF EXCAVATION AT THE A-AFM WHEN PETECTEP THAT 15 AUPIPLE AT POOL51 PE AND IN51PF THE PWENLING WHEFE.THE POOL 15 LOCATED, THE ALAP.M MU5T PE INSTALLED,
PEEP EN19 MAINTANEP ANP USEP IN ACCOPPANCE WITH THE MANUFACT UFE S IN5TPZUCTION5, THE ALAPM MU5T MEET A5TM F2208 "5TAN2AM2 SPECIFICATION
2. THI5 POOL MEET5 THE FEQUIFEMENT5 OF AN51/N5PI-5 "AMEPICAN NATIONAL 5TANPAP.P FOP PE5112ENTI& INGFOUND FOP,POOL ALAP.MS, THE PEVICE MU5T OPEFATE INPEPENDENT(NOT ATTACHED TO Op 12EPEN12%f ON) OF PEF50N5,MULTIPLE ALAP,M5 MAY PE
5WIMMIN6 P00L5" ANP 1996130CA COPE-5ECTION 421. PIVING EQUIPMENT 15 NOT PEFMITTED, FEQUIPE19 TO APEQUATELY PPOT ECT CEMTAIN 5HAPE12 POOL5
3, ALL ELECTPICAL WOFK 5HALL COMPLY WITH THE FEQUIPEMEN5 OF NFPA 70(NEC), PONCIPALLY AP,TICLE 680. ALL POOL 7, WATEF 501JPCE PILLING THE POOL SHALL PE EQUIPPED WITH A 13ACKELOW PPOTECTION DEVICE,
ELECTPICAL EQUIPMENT SHALL BE PFOTECTEP DY A UL L15TEP GFCI, 8, A MEAN5 OF E6FE55 FOP,PEEP AN195HALLOW EN25 MU5T BE PPOVIPED IAW AN51/N5PI-5 SECTION 6,
4, PUFING THE INSTALLATION OP CON5TP.UCTION OF THE SWIMMING POOL,THE POOL MU5T PE ENTIPELY ENCLO5EP BY A 9, CONT EACTOP,SHALL PLACE THE POOL ON THE LOT IAW TOWN OF 5OUTHOL19, ALL FEQUIFEP SETBACKS ANP MAXIMUM COVEPA6E5 SHALL DE
TEMPOPWY PAFFIEF,THE TEMPOPAPY BAFPIEM MAY PE A TEMPOMAFY FENCE,A PEPMANENT PENCE,THE WALL OF A MAINTAINED,
A PEMMANENT ST1?UCTUFE,ANY 01HEM 511?UCT1aPE, OF ANY COMBINATION OF 1HO5E,NOWEVEP,1HE TI;MPOFAP.Y BAP.MIEM MUST: 10, ALL PIPING 15 DIAGMAMMATIC UNLESS OTNEPWISE STATED, ALL PIPING TO BE POLYETHYLENE,
4.1. BE AT LEAST FOUM(4) FEET NIGH II, WALKS, IF PMOVI19E19 SHALL BE NONSLIP AND SLOPE AWAY FFOM POOL EDGE,
' �},2, PPEVENT ACCESS TO THE SWIMMING POOL BY ANY PEPSON NOT INSTALLING OF CONSTRUCTING THE POOL I2, ALL PPAINAGE FFOM THE POOL SHALL BE MAINTAINED ON THE 5U6JECT PMOPEF11',
�}3, FEMAIN IN PLACE UNTIN A PEMMANENT POOL BAMFIEM IS PFOVI19EP 13, POOL AFEA 8005QFT, PEP,IMETEM 120' VOLUME 28,700 GALLONS
4,�, BE MEPNIN PLACE
�19 C A 11L A ENT POOL BAOL 13 WITHIN EIPPO 14, THE PE516N 1513A5EP ON A PMANAGE 501L WITH <10% 51LT ANP ASSUMED PEAFING CAPACITY OF 2,000 P5F, GPOUNP WATER SHALL NOT
�,�,I, 90 PAYS OF THE PATE OF ISSUANCE OF THE BUINDING PEPMIT FOP THE INSTALLATION OF,CONSTFUCTION OF THE EXIST WITHIN THE EXCAVATION, IF GMOUND WATEM EXISTS WITHIN 6'O" FMOM GMAPE, SPECIAL PEWATEFING FACINITIES WILL BE FEQUIFED,
SWIMMING POOL; OP 15, 5UCTION FITTING5 FOP U5E IN 5WIMMING POOL SHALL COMPLY SH COMPLY WITH MEFEFENCE 5TANPAP.19 A5ME/AN51 A112,19,8, 5EE PE5IPENTIAL COPE OF
�},�},2, 90 PAYS OF O 19PoI OF COMMENCEMENT OF THE INSTALNATION OF CONSTMUCTION OF THE SWIMMING POOH, NEW YOFK STATE M326,6, POOL 5UCTION FITTING5(EXCEPT'FOP,5UPFACE 5KIMMEF5) MUST DE PP,OVIPED WITH A COVET THAT CONFOFM5 TO
5, SWIMMING POOL SHALL PF COMPLETELY AND CONTINUOUSLY 51JPFOUNPEP WITH A 3AP.PIEP,THAT COMPNIE5 WITH THE ASME/AN51 Al2,19,8 OF A MINIMUM 12" X 12" PFAIN GFATE, POOH CIFCULATION SYSTEM MUST BE EQUIPPED WITH AN ATMOSPNEMIC VACUUM
FOLLOWING: PELIEF IN THE EVENT THE GFATE COVEF5 LOCATED WITHIN THE POOL 6ECOME MISSING OP PFOKEN, 5UCN VACUUM P,ELIEF 5Y5TEM5 SHALL
5,1, THE TOP OF THE PAP.PIEP,SHALL BE AT LEAST 48 INCHES ABOVE 6MA A5 MEA5UPE12 FPOM THE OUT5IPE OF THE FENCE, CONFOPM WITH A5ME Al2,19,17 OP,PE A GMAVITY 5Y5TEM APPPOVED BY THE LOCAL JUP,I5PIC110N, POOL 5HALL PE PFOVIPEP WITH A MINIMUM
5,2, MAXIMUM VEFTICAL CNEAFANCE FPOM 6FAE7E TO THE BOTTOM OF THE FENCE 15 2" A5 MEA51JPE12 ON THE OUT5IPE OF OF 2 5UCTION FITTINGS OF THE ABOVE MENTIONED TYPE, THE SUCTION FITTIN65 5NALL PF 5EPAP.ATEP BY A MINIMUM OF 3' ANP MU5T PE PIPED
THE FENCE. 5UCN THAT WATER 15 PMAWN THPOUGH THEM SIMULTANEOUSLY OHPOUGN A VACUUM-PENIEF-PFOTECTE19 LINE TO THE PUMP(OF PUMP5),
53, OPENINGS IN THE PAFFIEF SHALL NOT ALLOW THE PA55A6E OF A 4" 5PHEME VACUUM/PPE55UFE CLEANING FITTINGS SHALL DE IN AN ACCE551PLE P051110N, MINIMUM OF 6" AND NO GPEATEP THEN 12'' BELOW THE MINIMUM
5'4. 5OLIP BAFPIEP5 WITHOUT OPENINGS(5UCN A5 MASONPY OF,STONE) 5HALL NOT CONTAIN ANY INPENTATION5 OP, OPEMATIONAL WATEP LEVEL OM BE AN ATTACHMENT TO THE SKIMMED/5KIMMEP,5,
PP,OTFU51ON5 THAT COULD ACT A5 A FOOTHOLD EXCEPT FOP,NOPMAL CON5TPUCTION TOLEPANCE5 AN19 TOOLED 16. ALL 6A5 AND OIL WATEF HEATEP5(IF IN5TALLEP) FOP,THE IN-GPOUNP SWIMMING POOL 5HPU 13E NATIONAL APPLIANCE ENEPGY
MA5ONFY JOINTS, CON5E1?&ATION ACT(NA:CA) COMPLIANT, POOL NEATENS SHALL PE TE5TEP IAW AN51 Z21,56 ANP SHALL BE IN5TALLEP IAW MANUFACTUP,EP,5
WHEN THE C AP.MIEF 15 COMP05E19 OF HOPIZONTAL ANP VEPTICAL MEMPFP,5 ANP THE 1915TANCE 3ETWEEN THE TOP5 OF SPECIFICATIONS, OIL FIFER POOL NEATENS SHALL DE TE5TED IAW UL726, POOL NEATENS SHALL BE LOCATED OP,GUAPPEP TO PPOTECT AGAINST
THE HOPIZONTAL MEMBEM515 LE55 THAN 4 '' THE HOPIZONTAL MEMBEP,5 SHALL PE ON THE IN5119E(POOL SIDE), ACCIPENTAL CONTACT OF NOT 5UPFACE5 DY PM5ON5, POOL NEATENS SNACK PE PPOVIPED WITH TEMPEFATUFE AN19 PPE55UFE-PELIEF VALVES,
5,6. SPACING 6ETWMN VEFTICAL MEM13EM5 5HALL NOT EXCEED 1-3/4" IN WIPTH, WHEPE PECOM 11VE CUTOUTS EX15T THE FOP,NEATENS NOT PMOVIPEP WITH AN INTEGFAL BYPASS 5Y5TEM,A BYPASS LINE SHAH 6E INSTALLED FFOM INLET TO OUTLET TO A19JU5T WATEP,
CUTOUTS SHALL NOT EXCEED 1-V 4" IN IMPTH, FLOW THPOUGH THE HEATEP, POOL NEATENS SHALL DE PFOVIPEP WITH THE FOLLOWING ENEP,GY CON5EPVATION MEA5UPE5:
53. MAXIMUM MESH 51ZE FOP,CHAIN LINK FENCE5 5HALL PE 2-1/4" 5QUAME UNLE55 THE FENCE HA5 5LAT5, 16.1 ALL POOL HEATEP,5 5HA1 6E EQUIPPEP WITH AN ON-OFF SWITCH MOUNTED FOP,EA5Y ACCE55 TO ALLOW SHUTTING OFF THE OPEFATION OF
WHEPE THE BAFPIEP,15 COMPOSED OF PIAGONAN MEMPEF5(5UCN A5 A LATTICE FENCE) THE MAXIMUM OPENING THE NEATEN WITHOUT ADJUSTING THE THEFM05TAT 5ETTI1\16 AND TO ALLOW FE5TAFTING WITHOUT PELIGHTING THE PILOT UGNT,
FOP.MEP DY THE PIA60NAL5 SNACK PE 1-3/4" 16,2 HEATED 5WIMMIN6 POOL5 SHALL DE EQUIPPED WITH A POOL COVEP,(EXEMPTED FFOM THI5 MEQUIFEMENT AFE OUT POOP,POOL5 PEPIVING
59, 6ATE5 SHALL COMPLY WITH THE CON5TFUCTION FEQUIFEMENT5 A5 ABOVE, IN APPITION: 20% OF THE ENEP,GY FOP,HEATING FFOM PENEWABLE 50UPCE5,A5 COMPUTED OVEP,AN OPEMATING 5EA50N)
5,9,1, ALL 6AE5 SHALL CBE 5ELF CLOSING ANP OPEN OUTWAM2(AWAY) ROM THE POOL, 16.5 TIME C0CK5 5NALL PE IN5TA1EP 50 THE PUMP CAN CBE 5ET TO FUN DUPING OFF-PEAK ELECTPCAL PEMAND PEP,10125,ANP CAN PE 5ET TO
5.9,2, ALL 6ATE5 5HANL DE 5ELF LATCHING WITH THE LATCH HANPLE LOCATED ON THE POOL 5119E OF ENCLOSUFE ANP AT PUN THE MINIMUM TIME NECE55AP.Y TO MAINTAN THE POOL WATEP,IN A CLEAN AN125ANITAP.Y CONPITION IAW APPLICABLE 5ANITAFY COPE OF NEW
LEA5T 40 INCHES ABOVE 6MA19E, IF THE LATCH HANPLE 119 LOCATED LE55 THAN 54 INCHES FPOM THE BOTTOM OF. YOFK 5TATE,
THE GATE,THE LATCH SHALL PE LOCATED AT LEA5T 3" BELOW THE TOP OF THE GATT;ANP NEIIHEP THE GATE NOP, 17. THE POOL WA5 PE5IGNEP IAW THE FONLOWING:
THE PAPP,IEP,5HAlLL HAVE ANY OPENING GFEATEF THAN 0,5 INCHES WITHIN 18'' OF THE LATCH HANPLE, 17.1 2020 FE5IPENTIAL COPE OF NEW YOP,K 5TATE,
5,93, All GATES SNANN 6E SECUFENY HOCKED WITH A KEY OP,COMBINATION OM OTNEM CHILD PP,OOF HOCK SUFFICIENT I7.2 AN51/N5PI-5 5TANPAF19 FOF PE5IPENTIAL IN-GFOUNP 5WIMMING POOL5
TO PFEVENT ACCE55 TO THE POOL THMU 5UCN GATE WHEN THE POOL 15 NOT IN U5E OP,5UPEFVI5EP, 173 COPE OF THE TOWN OF SOUTNOL19
5,10, WHEN THE WALL OF WALN5 OF A DWENLING FOFM PAPT OF THE PAFFIEP,THE PEQUIP,EM%T5 OF P,326.4'2,I THFU
P326.4.2,6 APPLY IN A1212ITION TO ONE OF FOLLOWING CONPI1ION5 OF P326.4.2.8,SHANK BE MET: '_t OF N eW k STANDARD DETAILS- STEEL WALL POOL
5,I0,0,1, POOP5 WITH PIFECTACCE55 TO THE POOL SHALL PE ALAP.MEP, SPECIFICATIONS APE PEP,M326,4,2.8 I,a) �Q' NER ✓A 0'Q
AN19 SCALE: DRAWN BY: C)d PREPARED FOR:
5,10,0,2, WINDOWS A5 SPECIFIED IN P,526.4.2.8 I, b) ANP * a * DATE: 8/4/2025 REVISED: 0 AGAF� FOOL5
5,10,03, WHEN THE PWMNLING 15 WHOLLY CONTAINEP WITHIN THE POOL 13AFPIEP,ALAFM5 SHALL BE PPOVI19EP PEF r PREPARED FOR: MI P1IO M.
P,526.4.2,8 I,c) OF 200 aPA, POV� 631-3g6-81�' NY 11�6�
5,10,1, OTHEP,APPMOVE19 MEAN5 OF PPOTECTION PEM P326.4.2,8 2, c!+ D7gg9.� �a �A5T MAPOON, NY 11931 MAMPO 5@GMAIL.COM
A v� PREPARED BY: f pro�ngineerinq 5olution5 DRAWING NUMBER:
9�FESSIONP 10 6apood Lane 200 02A? nplVF
6aurort. NY 11105 Ph (63,D 520-161I PAGE 2 OF 2
It is a violation of New York State law for any person, un ess they are acting under the
direction of a licensed professional engineer, to alter this drawing in any way.