HomeMy WebLinkAbout47729-Z a TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
n
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 #: 47729 Date: 4/22/2022
Permission is hereby granted to:
NOFO DM LLC
PO BOX 1856
Amacgansett, NY--1-1930_-._.----... ......
To: construct accessory in-ground swimming pool as applied for per DEC approval with
flood permit.
At premises located at:
2300 Camp Mineola...Rd.,...Mattituck._................................_............................___._._._.........................................._.w_.............. .........
SCTM # 473889
Sec/Block/Lot# 122.-9-1
Pursuant to application dated - 3/22/2022 and approved by the Building Inspector.
To expire on 10/22/2023. ,
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Flood Permit $100.00
Total: $400.00
Building Inspector
-re or
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 lett, ://www.soutllpldt ,w lII
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector.° „ ,, 2
Applications and forms must be filled out in their entirety. Incomplete BuF,.
applications will not be accepted. Where the Applicant is not the owner,an TUNN SOF SO,, i fG::>LD
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: 0 v. �� SCTM # 1000-
Project Address: �-�OQ L�)c%, i ti f dl0—�oatQ
Phone#: 61 b�i 3 Email: � ��� *+'n & i d
Mailing Address: P(-) 3bk
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email: .
DESIGN PROFESSIONAL INFORMATION:
Name: PsM1 M'
Mailing Address:
Po e c�c �
Phone#: c 31— "R_ � Email: 1�,t'c,h� @ tri Lq L)11\1 G. 6'
CONTRACTOR INFORMATION:
Name: cct — � _ s �
�..
Mailing Address: PC) I]Sb X
Phone#: 63 I— Email:
—_
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other 960 $
Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
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? L]Yes ONO IF YES, PROVIDE A COPY.
.......................I
0 Check Box After Reading: 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 210.45 of the New York State Penal Law.
Application Submitted By(print ElAuthorized Agent towner
u 0 pp t.
Date: zz�/12-2-
Signature of Applicant:
. 0
STATEOFNEWYOJR
SS:
COUNTY OF
I being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the bwn�cr I
(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
_2naday of M cly-ch 20 P,o� Y9 il-)LtUo A,
Notary PLiblic(j
TRACEY L. DWYER
PUBLIC,STATE OF NEW YORK
PROPERTY WEIR AU ITIORIZA lOWOTARY NO.01DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,20al�
residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMEN"TAI.CONSERVATION
Facility DEC: ID 1-4738-04790
PERMIT
Under the Environmental Conservation Law 111.11
Permittee and Facility Information
Permit Issued To: Facility:
NIKKI DUBINSKY DUBINSKY PROPERTY
PO BOX 1856 2300 CAMP MINEOLA RDJ 1000-122-9-1
AMAGANSETT,NY 11930-1856 MATTITUCK,NY 11952
Facility Application Contact:
MICHAEL A KIMACK
PO BOX 1047
SOUTHOLD,NY 11971-1047
(516)658-6807
Facility Location: in SOUT HOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 708.1134 NYTM-N: 4540.0089
Latitude: 40°59'05.0" Longitude: 72°31"34T'
Project Location: 2300 CAMP MINEOLA RD.,MATTITUCK SCTM#1000-122-9-1 JAMES
CREEK
Authorized Activity:
Construct a new single family dwelling with accessory structures and septic system in the Tidal Wetland
Adjacent Area. All structures roust be located a minimum of 100 feet landward of the tidal wetland
boundary. All work shall be in strict conformance with the attached survey prepared by:Kenneth M.
Woychuk,LLS dated+5/5/2017 last revised 4/1/21 and stamped."NYSDEC Approved" on 4/2.9/2021.
Permit Authorizations.µ _..,..
'
Tidal Wetlands - Under Article 25
Permit ID 1-4738-04790/00001
New Permit Effective Date: 4/29/2021 Expiration Date: 4/28/2026
Page 1 of 6
S.C,T.M NO DISTRICT: 1000 SECTION: 122 BLOCK: 9 k.C;'111 ISI"
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OF
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VPNCE COMERFOR08 /LRA Ndr DWELLINGS
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LnEPHur ROADWAY ° /
&V CURD
DWELLINGS
W/PUBLIC WATER
I
j
Y ./”' y{ 150'
l y7,s ✓"9 I'b.l" " A t)ps^�1M� TY ICAL ORYWELL CROSS SECTION
(CONC.PRECAST COMPONENTS)
I�
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( {/I% �y^ RYA.
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JUDITH Fl
4.P
..._, ........
LOT COVERAGE c aw,cs I,
UPLAND LOT AREA 17,526 89 5 F.
DWELLING W/COVERED PORCH&STOOPS' 1417 BE Wy N a ummnunvne
RAIS D STONE PATIOS 1 `3 5 F. Y� W 4P Ny y s'fM MIT
SMMAfING POOL 450 SF 1,I11l ll Tr 1 VrIl d1 4'k l((kTl�f Ill yt{
3200 S
EA .
F.or. IB.25%%.'_ �.�I(L�.daf�r L?��Fr�V�r.�f,. (f PLS ✓>(�)r"s'(°h ll..^„•(�rl.�u �....„...,..__............ „,..
TOTAL: •••...-.,,
h�W..._...............N.. caLLut
BLACK FILLNATER
R VELBE
MATER W.10 L
FFw(°r td,N%1 C F.'M+4 x4p' LEAP SPD M1NA G
. .,.„,. ...,c................
�IIWM� � ;ydN BAID_TAND��OR lar I ..•�••,••�
15 1N
(9.25)
2s1 { ) FINISH GRADE
C6p (!Y dd B a&R/C 1v wC@�'
.k....� F ( xrNrr ELEV.50
FENCING
INVERT < '. :& OL [Ell 0.8'
Cdk kC I /
INVERT Deb Ih"AAhk
(Z5) � ,r�Wl to a•,g'''{IIPP� W , e.,rl _ .r.
r x %%rcpaJud 4.� :.
WAN'd'11 GALLFI P 1Ai tl Ak RMNrJYkr
WfAe9 � ( i / BROWN 0.8�
/GY AO 3 SM GVK t
"Mae
u F N1
erupAV'S,X rtL4 ..............„„„.'i.
� y`SC' SP MEDIUM 2.0'
USE 4`DIA.APPROVED EY,NJ:b'k PIPE t' tlYV PPIGGI I W ENTRANC FOUNDATION OF CDMPACTED
q 5y( BROWN
L
6LEN
SEPTI 3't EF.f DEPTH BEEP WATER FL 4�” """ �EL{A O} PIry,Y.iO t8 (Min)ABOVE EnISRMG GRADE HIGHESTEXPECTED
0.01 V//GR V L 1,3'
DRAINAGE CALCULA710N5 50 GAL PRECAST S i {4 c) ltj O 18E(Mm)
OR N STATE DOT APPROVED R c A MEDIUM
WAT
R EL
.,,„ .....„..,.„............... CorIV0,Cb
UM
PROPOSED DWELLING W/COVERED PORCH: 1,417 SO.FT. (HIGHEST EXPECTED GROUND WATER EL I,D) SAND
1,417 x 0,166=235cf REQUIRED SW '/GRAVEL 6`
B) DRIVEWAY=915 SO FT Tv➢ICAC CLEAN QU7 ZONED R-40 IN WATER
.,.,...,. ” ...
915 0,16E 152cf REQUIRED SLATE OR NON—CONFORtdlNG LCT I
.......,.... _,..... ......,..,,. .. n I .......„.SdOPPER END `
(2)10'DIA
OVERSIZED FOR POOL REQ au,F't 'i`6T rr2C"R " '� OR PLUG FRONT SETBACK: 35'MfN.
X i0 DEEP DRYWEL 1„✓�
MM ” SIDE SETBACK: 10'MM
L 547c/PROVIDED � y , (2.5' TOTAL) D9 28 20
WASTE WATER REAR SETBACK: 35'MIN. K WDYCHUK LS
TOGETHER WITH RIGHT OF WAYS 30'ELBOW FLOOD MA, 36103CO482H
AND USE IN COMMON OF DESCRIBED PARCEL as 6p WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
AND BASIN ADJACENT THERETO. lq° '(( LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AS DESCRIBED IN LIBER 6194 PG, 58 FI OIm/"uuw" ry REVISED 04-01-21 AND OR DATA OBTAINED FROM OTHERS.
AREA: 17,526,89 SOFT. Or 0.40 ACRES REVISED 03-02-21 ELEVATION DATUM ,_„..„_.. .._ ......,
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIOERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEA4ENT5. EASEMENTS
AND/OR SUBSURFACE STRUBfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EL17DENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO:„NIKKI M. DUBINSKY
MAP OF: ._.„.. ... lll
..E COMPANv .....
FIRST . 811 r f( » TITLE INSURANC
FILED:
SITUATED AT: MATTITUCK ,,..,_... .�.�... ......_.. ,,,,,,,. ..�,. ..... ,..._.,.... ,,. ..�.......
TOWN OF: ..KENNET ...,.. ..C11"d! '1 "P't°F"'�tC+CC" PL,.0
SOUTHOLD 1,.,'FR NLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
4 P.O. Box 153 Aquebogue, New York 11931
FILE # 17-66 SCALE:1„=30' DATE:JUNE 5, 201 7 ..NY.S.Y.S. t.!SC. hJ0 0508 PHONE (630298-1588 FAX (631) 298-1588
82 aintaining the r ords of Robert J.Hennessy A,Kenneth 61.Woychuk
SWIMMING POOL
\�S
SS GENERAL NOTES L P,
& SPECIFICATIONS: sp_F_D Act
A.Site Protection: CS>
Pool contractor to provide a temporary 48" CIA
high fence enclosure around pool at all
times during construction until final (S)
47 fencing and gates are installed to Southold Co al
Town&New York State code.
— — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — B.Utilities 200 Cn
7 F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OF t'rw�q�
-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — Contractor shall have all existing utilities staked
- - - - >_ - - - - �:]_F - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — on site. This should include but is not limited to,
--r-r- - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — -L[ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- electric,telephone service,well and well-line,
— — — I �— — — — — — — — — — — — — — — — — — — — — — — — 44 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — —
septic system,drywells,gas lines,underground
tanks.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1_T_ E-7
— — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0
F I C.Grading&Drainage
17 — — — —
F' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1. Contractor to strip and stock pile all topsoil C)
11 -- - - - - - - - - - - - - - - - - - -IL — — — — — -- from the limit of work area.
III - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2.Gunite shall not bear on clay sub-soil. 0
11- — — — — —I I — — — — — — — — — — — — — — Where clay is encountered,a gravel base of 0
t T — — — — — — — — — — — — — CL
3/4"clean,self-compacting stone,6"deep,shall
L L _: J L _J
I I
be placed below the pool. 0
- - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - 0
SKIMMER SKIMMER 5KIMMERLIGHT LIGHT D.Steel
STEP 1. Steel reinforcing shall be a single curtain of u0
� grade 60 steel. #4(1/2")bars to be spaced as r--i AIR 4 LINT STRAINER per the rebar schedule. Qa_
3-0 I I I 2. Steel cage shall be raised to a minimum 3"
clearance from the compacted base when
applying gunite. Leave(2)rebar rods exposed
in SWIM SHELF @ pool beam for electrical grounding 4-J
• 100 connection. M
E.Plumbing
"k FILTER 1. All exposed plumbing fittings(drain
grates,return nozzles,overflow inlets,
PUMP skimmers,to be match pool finish color). croo r--
2. All pipe trenches to be minimum 24" rn
ai
below proposed finish grades. V-i
5TEP5 POOL EQUIPMENT LOCATION 3.Pool plumbing pipe&joints to be Rigid r_1
TO BE VERIFIED IN FIELD PVC Schedule 40.
HEATER F.Equipment
(2) MAIN DRAINS 1. Provide individual dedicated equipment for pool.
Equipment to be located on concrete slab.
0
1 ANTI-ENTRAPMENT 6RATE5 4 PRAIN5 2. Variable speed pump. Pool filter to be a 4-J
�s�_ Mod-Media Cartidge filter. Pump to provide an 8 Cn_
hour turnover rate. E
3. Pool to be heated by propane beater. Contractor to
43 coordinate with Gas/Plumbing contractor. Heater
4-J
venting,piping,regulators, and connections as per tA
NYS code. S000 (a
AUTO-FILL LEVEL CONTROL to,-04 101-00 101-00 4.Provide level control. Water source as per LU
HATER 50IRCE TE30 J* %J contractor.
Z:
5. Safety vacuum release system to be approved.
6. Saltwater Chlorination system.
Grn 7. Overflow inlet to maintain pool level to be piped to
dry-well. x0
301-ON 8.Winter cover to be LOOP-LOC mesh cover(color: M
gray),with perimeter padding and custom
turf/masonry anchors. CD
9.Pool control keypad location TBD.
G.Masonry
1. No wet masonry work shall be performed in
temperatures below 40 degrees F.
RETURN RETURN RETURN 2. All gunite shall be a minimum of 4,500 PSI cured
— — — — — — — — — — — -- — I— — — — — — — — — — —I — — — — — — — — — — !— — — — — — — — — — —I strength. Pool shell to be a minimum of 10"wall
thickness & 8" floor thickness. No gunite rebound shall
IL
- - - - - - - - - - - - - - - -I — — — — — — — — — — — — — — — - - III — — — — — —— — — — — — — — be used in the construction of swimming pool shell.
— — — — — — — — — — —
3.Coping and tile mortar joints to be as minimal as
_<— — — possible. All joints are to have a smooth tooled finish.
— — — — — — — — — — — — — _J 4. Quartz Finish to be smooth finish dark gray. Finish to
--L_j-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —Lj— — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1--H be uniformly troweled and sealed with silicone shield . . .
additive to enhance waterproofing.
II
POOL OVERFLOW H.Pool Electrical
PIPED TO DRY WELL 1. All electrical work to conform to Southold Town&
POOL PLAN New York State codes.A UL certificate shall be provided
at completion of the work. All equipment to be grounded
SCALE: 1/2" V4 with installed rebar grounds.
2.Provide dedicated 50 amp service to the pool
STEEL REINFORCING NOTES: equipment location.
3.Pool lights to be(3)Waterproof LED lights set in
#4 REBAR @ 16" O.C. BOTH WAYS TO 48" POOL DEPTH 1-1/2"return fittings. Junction boxes location to be
#4 REBAR @ 16" O.C. HORIZONTAL & 8" O.C. VERTICAL FOR POOL DEPTH GREATER THAN 48 located on site.
4.Provide Surge protection kit&sub panel power center
SPLICE TOLERANCE 20x BAR WIDTH with pool control system.
SUMSTAaH
I.Waterproofing
1. Miracote 3 Part Cementitious waterproofing agent to ZZOMT/CO
panSST aZe
TERRACE TERRACE
FINISH FLOOR ELEVATION: 10'-0" be applied to entire interior shell of swimming pool P
structure including top and face of bond beam.
POOL COPING ELEVATION: a'-6" I Ln
5HIM OUT/13ENGH
--------------11
...........
b'-O"
POOL FLOOR ELEV:
F-
t..
A
Ito
2'THCK 12'KIPE STONE is
. .... ........
C)
(2) POOL DRAM '\," Al",
W W EASM FRONT ED6E•TOP 4 8=0M
TYPICAL GRADE ANTI-ENTRAPMENT FRAMES 4 C7RATI-:5
•
POOL FLOOR ELEV: - 21-6" >
7W-K SETrINS SED
N
................
_Zz' 6W'CONTINUOUS FROST FREE TILE BAqNVD
CD
CL rn
NA Lt2'nVK POOL FHSH LAYER
(VARK,GRAY HAME wsT-smoar"F"sw C4
N
MR
6" OF 3/4" IRREGULAR COMPACTED ROCK BED R83AR AS PER WMILE W#7 BAR e BEAR mW HH.WovMez
10*nvrl&ATE POOL SHELL
I V.I C> <
SECTION THRU POOL AR 2 p
OL CL
SCALE: 1/2" V-0' BUILDNG DEPT
TOINA OF SOUTHOLD
5TEP5
POOL COPING DETAIL
SCALE: 1" = 1'4'