HomeMy WebLinkAbout47176-Z � t TOWN OF SOUTHOLD
, BUILDING DEPARTMENT
r 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#: 47176 Date: 12/6/2021
Permission is hereby granted to:
Fisher, Danny w
w _...._._.__._.._......W............. ___ ___......
Brookn, NY 11215
To: Construct in-ground gunite swimming pool and spa, and raised stone patio at existing
single family dwelling as applied for, with flood permit and per Trustees #9904 and DEC
#01891 approvals.
At premises located at:
1652 Bridage Ln., Cutcho ue
SCTM # 473889
Sec/Block/Lot# 118.-1-4.1
Pursuant to application dated 1
pp 1/5/2021 and approved by the Building Inspector.
To expire on 6/7/2023
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
ACCESSORY $254.00
Flood Permit $100.00
CO- SWIMMING POOL $50.00
Total: $654.00
........ .......m.m __w_...____w
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
M „ Telephone (631) 765-1802 Fax (631) 765-9502aIl
Date Received
APPLICATION FOR BUILDING PERMIT
V
PD
For Office Use Only
PERMIT NO. Building l nspecto ,,......._........ ...
Applications and forms must be filled out in their entirety. Incomplete ij°,°�6LD
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: I1 i N ro"
OWNER(S)OF PROPERTY:
Name:. - SCTM # 1000- ` t
Project Address:
Phone #: Email:
Mailing Address: i w .. ..M_........______- _w.w._...
CONTACT PERSON:
Name:
Mailing Address:
Phone #: A �,� A�� _w.. Email:
__ ..
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:.
CONTRACTOR INFORMATION:
Name
Mailing Address: ' w U ' _
Phone#: '; ��w_- r � Email: u, �
—1 www_.. _ ..
DESCRIPTION OF PROPOSED CONSTRUCTION
eratlon C 1Re air I��, Demolition �j SV CA
$s ed Cost of Project:
p
❑New Structure Addition Alt g
_..__M.M.....
33,
Will the lot be re-graded? ❑Yes )4No Will excess fill be removed from premises? "es El No
1
........................................
PROPERTY INFORMATION
.....................
—I i �� ^,j kawl\ U1,0
Existing use of property� intended use of property� i
khk"f,,cA
J
Zone or use district in which premises isituated: Are there any covenants and restrictions with respect to
Q-1AD this property? E]Yes,*o IF YES, PROVIDE A COPY.
...............--
:heck Box After Read ingw 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 SUIlding 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.
y *1ilthorized Agent ElOwner
Application Submitted By(print name): KC,)(�Ylv\a
wr
Signature of Applicant:,'- � Date: 11 1,5
STATE OF NEW YORK)
SS:.—
COUNTY OF_GU RD
............
XCL�r 111LUY116— being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the ,
(Contractor,' .........................._._..._m__._..._.._.
A
, —"—"g-"e--n"t—,—
"Co—"rpo—rate 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
day of Alove_YYl be*,--, 20 2-1
—"o Public
MICHELE A MEDUSKI
NOWY Public,State,of New York
Reg, No.OIME6393343 Ft 0 1) [ITY 0 W[N ��'l A I 1"i X1VIZA T,III 0 N
Qualffied in Suffolk County (Where the applicant is not the owner)
Commission Expires June 17,2023
............... ...............—... residing at .............
do hereby authorize m 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
BuildingDevaqlnganelA.Alie�atia tt
AUTHORIZATION
(Where the Applicant is not the Owner)
02, residing at C LA
(Print property owner's nante) (\4aifing Address)
do hereby authorize K V? /-4 M M
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Da e)
...........
(Print Owner's Name)
e
a
Glenn Goldsmith,President so Town Hall Annex
A_Nicholas Krupski,Vice President 54375 Route 25
John M. Bredemeyer III P.A.Box 1179
Southold,New York 11971
Michael J.Domino
Telephone(631) 765-1892
Greg Williams t " ��" 'Fax(631) 765-6641
BOARD OF'TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED TO-CONTACT THE OFFICE OF THE BOARD OF TRUSTEES
71'HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF
.BELOW
INSPECTION SCHEDULE x..
Pre-construction,,hay bale line/silt boom/silt-curtain
1 st day of construction-
constructed v
` � When project complete, call for compliance inspection; a
-,w
anu ¢.,(�,y,gr d"4a6 %bdVU il'N'*r}?4F hl M^fl%
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO.9904 DATE: MAY I I
ISSUEDTO: DANNY F)SIIER I3A.Rfl KI T IA+ K )'Lffikr D[ANIRK I I,
PROPERTY ADDRESS: 1652 IIRIDOI' I< t1CGCdE
SCTM#1000-118-14.1
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the
Resolution of the Board of Trustees adopted at the meeting held on a 1 ,. (1ZJ„,and in consideration of application fee in
the sum of SI.CtI paid by ltr„llart d and subject to the Terms and Conditions as stated m the Resolution, the
Southold Town Board of Trustees authorizes and permits the following.
Wetland Permit for the existing 4'x16.2' fixed wood dock with removable 31x14'wood ramp and two(2)"L"shaped
floats:6'x20'and 61x10'with a 4'wide access path through the non-disturbance buffer;existing wood pedestrian P'
bridge consisting of a 41xI5.3'wood ramp to 4'x32.5'wood bridge to 4x7.8'ramp with 4'wide access path through
the non-disturbance buffer to cross Wunnewetta Pond on applicant's property;for a proposed 16.5'x40'in-ground
swimming pool with 6'x9'spa; install drywell for pool backwash; proposed 758sq.ft.patio and turf steps to grade;a
24"proposed stone wall surrounding pool and patio;along northerly property line 56sq.ft pool equipment with
proposed split rail fence with mesh to pool code;install 258 linear feet x 4'high pool enclosure fencing with 4'self-
latching gate along south side of pool,and proposed 120 linear feet of 4'high wire mesh fence as per N.Y.S.pool
i
code;establish and perpetually maintain a proposed 9.448sq,ft,non-disturbance buffer along the landward edge of
wetlands;establish and maintain proposed 3,440sq.ft.non-turf buffer of natural vegetation with 4'wide access path
to water to be maintained for a total of 12,888 sq.ft.of vegetative buffers;a portion of existing driveway along
property line is to be removed and re-vegetated with evergreens(landscaped); portion of existing driveway to be
relocated 85'south along Bridge Lane re-paved with pervious material and steel edging;install a proposed 1,000 ,
gallon buried propane tank,and 120/240 V.Kohler generator set on 3'6"x8'elevated wood platform next to
dwelling;existing 61x5'outdoor shower modified in-kind;stepping stone walkway on grade in place of existing
200sq.ft.of brick walkway,existing 60sq.ft.landing resurfaced in-kind;proposed 18sq.ft.masonry landing in place
=' of existing 20sq.ft.brick landing;proposed 333sq.ft.on-grade terrace with step in place of existing 22'xI0'terrace
s with step;existing timber steps(non-treated railroad ties)to be replaced in-kind;proposed stepping stone walkway
on-grade in place of existing 105sq.ft,brick walkway; proposed 14'x4'wide stone step in place of existing 9sq.ft.
stone landing;existing 24"xl4'6"deck and 18sq.ft.steps to be replaced with wood deck and steps in-kind and in-
place; proposed 48sq.ft.masonry stoop in place of existing 27sq.ft. brick stoop;proposed on-grade steppingstone
walkway;and proposed 30 linear feet x 4"wide timber steps; proposed 275sq.ft.masonry walkway in place of
existing 39sq.ft.brick walkway;and proposed evergreen screening;with the condition that any future repairs of
docks or catwalks must be done using thru-flow decking;and as depicted on the site plan prepared by Marshall
Paetzel Landscape Architecture,dated February 17,2021,and stamped approved on May 19,202E lkl
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to
be subscribed by a majority of the said Board as of the 19th day of May,2021
...... _... � �_ _ '_........�.
r
t
„W ,.
�'� «"N.+A � 9•+. au ��5,� .n"
.m
TERMS AND CONDITIONS
The Permittee, ?Army. q t re1 l r "din k 652 Brides j&& , .,uichoguc,New Fork as part
of the consideration for the issuance of the Permit does understand and prescribe to the following:
1. That the said Board of Trustees and the Town of Southold are released from any and all
damages, or claims for damages,of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit, and the said Permittee will,at his or her own
expense,defend any and all such suits initiated by third parties,and the said Permittee
assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees
of the Town of Southold.
2. That this Permit is valid for a period of 24 months,which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant,request for
an extension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained.
4.. That the work involved will be subject to the inspection and approval of the Board or its
agents,and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5. That there will be no unreasonable interference with navigation as a result of the work herein
authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
7. That if future operations of the Town of Southold require the removal and/or alterations in the
location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work
shall cause unreasonable obstruction to free navigation,the said Permittee will be required,
upon due notice,to remove or alter this work project herein stated without expenses to the
Town of Southold.
S. The Permittee is required to provide evidence that a copy of this Trustee permit has been
recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to
the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar
days of issuance of this permit.
9. That the said Board will be notified by the Permittee of the completion of the work
authorized.
10. That the Permittee will obtain all other permits and consents that may be required
supplemental to this permit,which may be subject to revoke upon failure to obtain same.
11. No right to trespass or interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others in
order to perform the permitted work nor does it authorize the impairment of any rights,title,
or interest in real or personal property held or vested in a person not a party to the permit.
Glenn Goldsmith,President so Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III
Southold,New York
11971
Michael J.Domino
Telephone(631) 765-1892
Greg Williams Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
May 26, 2021
Patricia C. Moore, Esq.
51020 Main Road
Southold, NY 11971
RE: DANNY FISHER, BARBARA KENT, JACK FISHER & DIANA SEDENQUIST
1652 BRIDGE LANE, CUTCHOGUE
SCTM# 1000-118-1-4.1
Dear Mrs. Moore:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, May 19, 2021 regarding the above matter:
WHEREAS, Patricia C. Moore, Esq. on behalf of DANNY FISHER, BARBARA-KENT,
JACK FISHER & DIANA SEDENQUIST applied to the Southold Town Trustees for a
permit under the provisions of Chapter 275 of the Southold Town Code, th&Wetland
Ordinance of the Town of Southold, application dated April 5, 2021, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council and to the Local Waterfront Revitalization Program Coordinator for their findings
and recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be
found Consistent with the Local Waterfront Revitalization Program policy standards,
and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on May 19, 2021, at which time all interested persons were given an
opportunity to be heard, and,
2
WHEREAS, the Board members have personally viewed and are famillar,with the
premises in question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the
Southold Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent
with the Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of DANNY FISHER,
BARBARA KENT, JACK FISHER & DIANA SEDENQUIST for the existing 4'x16.2'
fixed wood dock with removable 3'x14' wood ramp and two (2) "U shaped floats: 6'x20'
and 6'x10' with a 4' wide access path through the non-disturbance buffer; existing wood
pedestrian bridge consisting of a 4'x15.3' wood ramp to 4'x32.5' wood bridge to 4'x7.8'
ramp with 4' wide access path through the non-disturbance buffer to cross Wunnewetta
Pond on applicant's property; for a proposed 16.5x40' in-ground swimming pool with
6'x9' spa; install drywell for pool backwash; proposed 758sq.ft. patio and turf steps to
grade; a 24" proposed stone wall surrounding pool and patio; along northerly property
line 56sq.ft pool equipment with proposed split rail fence with mesh to pool code; install
258 linear feet x 4' high pool enclosure fencing with 4' self-latching gate along south
side of pool, and proposed 120 linear feet of 4' high wire mesh fence as per N.Y.S. pool
code; establish and perpetually maintain a proposed 9.448sq.ft. non-disturbance buffer
along the landward edge of wetlands; establish and maintain proposed 3,440sq.ft. non-
turf buffer of natural vegetation with 4'wide access path to water to be maintained for a
total of 12,888 sq.ft. of vegetative buffers; a portion of existing driveway along property
line is to be removed and re-vegetated with evergreens (landscaped); portion of existing
driveway to be relocated 85' south along Bridge Lane re-paved with pervious material
and steel edging; install a proposed 1,000 gallon buried propane tank, and 120/240 V.
Kohler generator set on 3'6"x8' elevated wood platform next to dwelling; existing 6'x5'
outdoor shower modified in-kind; stepping stone walkway on grade in place of existing
200sq.ft. of brick walkway, existing 60sq.ft. landing resurfaced in-kind; proposed 18sq.ft.
masonry landing in place of existing 20sq.ft. brick landing; proposed 333sq.ft. on-grade
terrace with step in place of existing 22'x10'terrace with step; existing timber steps
(non-treated railroad ties) to be replaced in-kind; proposed stepping stone walkway on-
grade in place of existing 105sq.ft. brick walkway; proposed 14'x4' wide stone step in
place of existing 9sq.ft. stone landing; existing 24"x14'6" deck and 18sq.ft. steps to be
replaced with wood deck and steps in-kind and in-place; proposed 48sq.ft. masonry
stoop in place of existing 27sq.ft. brick stoop; proposed on-grade steppingstone
walkway; and proposed 30 linear feet x 4" wide timber steps; proposed 275sq.ft.
3
masonry walkway in place of existing 39sq.ft. brick walkway; and proposed evergreen
screening; with the condition that any future repairs of docks or catwalks must be done
using thru-flow decking; and as depicted on the site plan prepared by Marshall Paetzel
Landscape Architecture, dated February 17, 2021, and stamped approved on May 19,
2021.
Permit to construct and complete project will expire two years from the date the permit
is signed. Fees must be paid, if applicable, and permit issued within six months of the
date of this notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $776.00
Very truly yours,
Xlenno#smith
President, Board of Trustees
GG/dd
0
c
__ ------ - __ . ---- ..
P
Y1c rti
Y wtia a ~r L w
V� CSN
1V� v
igIN
VIM
ova
�y � �i F, & "}I• r"f �
CHU
yo-
,
w
d erf,,
f.
a [ � %
j lit
rz
y 1 liq �u
N �u.
{ f
Ay,
d � M
f f q aY
��Mf ryry r
�d c ✓' � X/J rk mb !V
h
y r
,v
NFW Y05f1'rh S'1��'ATE D��fl,���,,r��P,,,,�,lll ZTf,,,I#/,EN"r' OIJ,,",,
Divif-i—Of GivironmentA rkiTnfts,Regfun I
SUNY,u Stony Brook,50 C�rcle Road,Stony Brook,NY 11790
P�(631)444-0365�R(631)444-036O
ww"def ny qov
October 25, 2021
Danny Fisher
479 13th St
Brooklyn, NY 11215
Re: Permit#1-4738-01891/00004
Dear Permittee:
In conformance with the requirements of the State Uniform Procedures Act
(Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are
enclosing your permit for the referenced activity. Please carefully read all permit
conditions contained in the permit to ensure compliance during the term of the permit. If
you are unable to comply with any conditions, please contact us at the above address.
Also enclosed is a permit sign which is to be conspicuously posted at the project
site and protected fromtheweather and a Notice of Commencement/Completion of
Construction form,
Sincerely,
Claire Werner
Environmental Analyst 11
cc: Moore
BMIP
F:�fle
Erwh ri�e f
C,,,'vrf)',e riv t�or�
is
W YORK STATE DEPARTMENT O NVIRO2'VPJ1EN`I"AL CONSERVATION
Facility EIEC 14738-01891
PERMIT
the Environmental C,onservatiorl La'v
a
ert ittee and Facility Information
Permit Issued To: Facility:
:
DANNY FISHER J'ISITEiR 'I' [:, PROPI
479 1? I�."J,y
13THST l `2 Iib D('.E 1-1N `t"of"! 1000-1- 18-44.1
.BROOKLYN,N-Y 11215 NASSAU POl.N'..'' Y' 1 193
Facility .pplicationContact:
51020 MAIN RD
S UTHO 1.), NY 11971
(631) 765-4330
Facility Location: in SOUTHOLD in SUPFOLK COUNTY
Facility Principal Reference Point: YTM-E: 714.883 NYTM-N: 4541.389
Latitude- 40'59'43.4" Longitude: 72'26742.9"
Pr 1 ct Location: 1652 Bridge 1,anc Watercourse,, �� rrrar�r�������. l"cparcl �� ��rp�wrr Ne("Mic 13ray
Authorized Activity: C,anstt*tI t )( ()I ��itfj pjtioa, ll,r)u ' t'
udsteps—;r�)ne 'awu6 ins�.afl pool drv� e11.
Reconfigure e �y 1tt1ra � �dtlberrLp s J�ejAac%
Stoop. deck, laeargtrbe, sepand terart, Ref,,ae brick � tartar:�,
illi ""to c
laat.c eae>r ��aerer �awatl. rrr�t�r1.1 ptaarare tail 1e 'and ? ilerate , , a1airprarQs- A lClC ril�el �l Irw
lru rrr Strict Coll parraaarrep with llae attached plans �trrr�rrula�s 1w�':wal°tl t� approved ori, 10125,12021. W)
C`
� � 3
Permit Authorizations
Tidal Wetlands d Under Article 25
Permit.ID 1-47J8-0189 1/00004
Now Permit Effective Date.,
__ 210121 1, lrrr°rr.ltip:qrr J. at" " 10/24/2026
.. _°
_ v.a_._
By
acceptance of thk p rinit; the pt %tte agrees that thew permit is contingent upon strict
compliance with the L I plica re ul tions, and all conditions included as part of this
permit.
Permit;—Administrator: S1 IER 1 I.. alt reJ 1{;1 I)ej)Uty Per'rrrp.t.Adin%nistr ator
Vldre ss: NYSDEC" Region l 1°leratlelarwt r s
SUI' Y (�f Stara),Brooakl 50 Circle Rd
Starr}r�B p;r<r kl °l'° 1.1790 -3-409
Authorized Sil;raatur e;
... ')arc
Prr Jar I
("4'6
Aft
NEW YORK STATE DEPARTMENT OF PNVIRONME,NTAL CONSE RVATION
fadlity DEC ID 1-4738701891
D Istribution List
PATRICIA C MOORE
B,Lu.'eau of Marine Eabitat Protection,
CI.AIRE,K W ERN E R
.... .........
'NATURjkL RESOURCE PE.RMlTC0ND11'j0N,',-';
GENERAL CONDITIONS,,, APPLY ":IO ALL AUTHORIZED PERMITS
NOTIFICATION OFOITTER PER.MITT111",OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits.- TIDAL WETLANDS
L POSt POUR Sign '17be permit,sigpi enclosed with. this perinit 81iall be posted in �-,t coilspicuoLls
location on ffie works' ter rand adequatek,� �)Aeued rom.the weatb(','.r,,
�� pn f
I Notice of Cominencement A-t least,,48 11001-S plior to 01,,flic projecl, flu,,! perinitiel-
and, contrador shall signind return thetop of tile 1�11CI()SCd nofflication j6rrn that ffic,��
are flully,aware ol"and Understand at] ternis and conditions of'tjji,,� perjy)ij� Vy,itI'lin '"0 ilay, o1'(.,oinpjejj()jj
f project, the botto'm portioll ofthe form aiiist also bQ signed and rcl u't tied, alonv'%"i1b pbotograp'lls (')I'
the completed work.
3. CouformafleCWfth Plams. acties authorized by this,permit must be ii� strict co.I.Ifol., Ince
with the approved plans submitte(IIIc y tile, ppli M,
a cam or �,ipjflicnuitls �aljljcnl as P�"'111 01"dlc P��rn'�it: ,,ipplicat ion.
Such approved plans were prepared by St c, re'vised 9,24
tSDEC approved on 10/25/2021
4. Concrete Leachate During constructi()rl, r)() wo,,or f'rcsh concrete 0Y 1,,)e allowed r,,o
escape into any wed ands or waters of New York Stale, nor.sball 'M1SfiiD9s .turn rel°,Oy-mixed c(:'merete
trucks. "lixers, or other devices be allbwv(.d 110 enter aliy w0land or waters, (1)(11Y ()I,
Nvaterproof fonnsshall be used, Wet concrete Shall not be poured to dispirice wm'cr rvitfiin tyre, forrrls.
5. No Construction Debris in Wetland or ,A(Ijacent, Area Any debris or excoss
nnj")r0jeesball be conipletely j(,jtjoved [`ron) ffill, a�,�I jacet"It area (upland) ,111d f-enloved to
approved upland arca for disposaL No debris is Permitted in NveOands arld/or buf('6, zrre as.
6� Materials F)jsposed ,It I'11,11and Site Arly dernolition debris, CKCCSS MORICti011 inateriais, ancUor
excess excavtjl�,',d rnaterials sball be iminodiatcf��, and cornpletcliv disposol (.&il) WIA ILI H1()6Z0 I Solid v,,asto
M
arra lit fiwifity'. These rnaterialsslia]] lie Adtably stabilized ass not to re-enIer any vvater'body,,
wefland,orwetland a4jacefttarea.
Vage 2 of Cr
9b
NEW YORK STATE DEPARTMENT OF-ENVIRONMENTAL 'ONS E RVA TION 1w*w
Facifity. DEC [D,1-4738,01891
7. No Disturbance to Vegetated Tidal Wetlands 'I'llere shall be nodisturbarice to vegetated tidal
wetlands,orprotected buffer areas as a result of the'pel-illij.,ted activities,
8. Storage of Equiptnent, ,Mater-jars 'fl-W, t�,,ton"Ige rwrcrnaterials.s11a:111 'be
confined within the project weak area and/01' Upland arc.,.is ,gre,,Ucr ffian 75 lillcarfcct fi-orn,the tidal
wetland boundary.
9. No Unauthoriied Fill No fill or backfill is authorized by this permit without-fL11-tJ1ej-
wlitten
approval from die depam-nent�perrnit,, modification, amendment).
10. Establish Vegetated Btiffer To prolect the values of the tidal %w,clhtnds, a perrnarlent ve"gelated
bufft�r zone shall be established, There shall be no disturl)ancc to the natural vc,wetatior, oi, t01:,g)!1-,qjyl11
within the buffer area as per the plans by Stacy NfiarQiall I)act/el date(.1 aft 1 1`202 1,
Area of Disturbance f(,")P Strue,tures Dist.ilrbance,to the natural vegetation or. �Lopography greater
than 2.5 sect seaward ofthe ,'aj)pi-ove(lstrLicture is prohibited,
12. lnstall aintain Erosion Controls Necessij,r ni ol 1), si-
.y� ejo�,iori coi aje& It
i&tcing, etc, �arcto be placed on, the dMNl1Sl()P,(,t C(19C 01'arty(Jisturbecharea, This s(.�dinwnt barrier is to
IV pul it, place before any disturbance ofik ground occurs and is u,) be rnaintaira:,.d ill good ",ind
functional condition tintil tflick VC9CtatiVc cover is establislicxL
13. No Dr,
ywelk in or near Wetland Dr% Wells Cor pool fil.ter backwash shall be located a mininluin
of 37 linear feet landward of the Iridal )ve�land boi.mdary.
14, No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or
indirectly into wetlands or protected buffer areas,
15. Driveway/Parking Arra,of Pervious-Material Driveway and parkdn�(, areas sh�,-ffl be constructed of
NYSI)EC!,-approved pervious materials.
-m Direct Runoff Away from Tidal Wetland and Buffer Roads, driveN , Vs, and park-ina areas shall
be graded,to direct runoff away from tidal wetlands and protected buffer arecil',"
17. No haat es to Septic Sy-stern This permit does not authorize any alteration, expansion or
replacenient ofexisting septic Systems,
18. Incidental Disturbaoce to V,egetation It is t[)e'respons i bi I i ly c)ft lie apphe,,int tt.,s
hici(Jental disturbances resultilig in darnage or removal (:)f wetfarid vege[aticln. (1pec rl conipletion of
construction activities, any distuH)cd areis shall be potrrratcd wN,jtl,j the cjpl1i()11riI
1te 11101-01 V�`gCtN (R-L
Ai
Please contact the Bureati of Makirie Habitat at(63 1)444-029"; 1"or in.ore ink)(11ruilion
Vy. Contain Exposed, Stockpiled Soi]5 All disturl)ed arc,,,,V,, wJ1u't` Wil Will hC te"ll Ny ex po.sed or
stockpiled for longer than 48 hours shads
N,- (.'on'Liiiied by a confinjjcp�is litle (,)f'Slid".C.,"] I'M , (
baric CS t
Curtains(.or other NYS,[)'E(*, approved f3evices) Ojee(,] on theseaivw-d t;idc betweA.a n ow 1iJ[ and the
wetlarid or pr(,qected but"fer area. Tarl)sare authorized to supplement these approvedniethods.
20. Maintain Erosion ('"ontrols Al crosion contrc�l clevices, sl)all be 111,linfained in good and functional
condition unfil tile pi,qject has beeni
completed and the area tias been s(iibilized.
I. age 3 o f 6
is
NEW YORK STATEDPA11°1" ENT C ENVIRONMENTAL CONSERVATION
&WHOV DEC ID 1-473870891
2L Shte NOt JLiable f6r Darnage '['he State of"New York shall iri tx.) caso 1:)e N in larnage
or
,irrjury to the structure or work, herein aulh� chthrramdzewy he cau.,"'ed 01 9Cs0( f"'0111, finundertaken, by the SuitefOr [heconserv% i or bnfrovenuml cGnwWga%4 or Or (Aher purposes, vuld jj(r
Claini or right to compensation shal I zaccrue frotri any suel't &,'U'nage.
21 State Nay Order Removal or Alteration of WoQ ff future operations by tire State of Now York
require all alteration in the posi ti011 Of the' Struetwv or mmik b-CMill ELI]tl-101-i7,eCI ( i - in I
, )I� f, n h i the op Jo i ofthe
Department of Enviromnelltdi Conserva(ion it shall CaUse unreasonable ObSWUC6011 W 01C free riavigmion
0 �aidwaler, or Hood Dows or Manger the health, or wcHbre of the peopic or lc ; lc, or cause
L 11)
loss
or destructi4'm ofthe natural remAnves of the Suite, th'w! 0"1WI' ll-Kly be 01-dCR'd by (fiC I)eparmlet'll t(')
emove or alter the,structural vank, obsUuMns, or hazanis caused Umby vvkhom expense to tho State,
and if, uon. the xpiration or revocation orims pemit. We strume, NIL excavaHon, or mher
modatipon eofthe watercourse hemby rushadzed shall not [,se coraapal tec.l, the wkner,,;, shall, with.out
Wense to the Statq and to such extent and in such tarns, and manner as the Departinent of
Envirorrincival Corisel'vad011 ImaY lHuh, mmove all or any por6on offl'w urtconiplet-ed 9tT-UCtLH,Q or fill
and restage to its 1*ormer condition the naAgaMe and Good capwity of 1he Nvaft.�reourse. No chdry) shaH
be made agahmt the State of Now York m account of any such removal or alae tion,
21 State Alay-Acquir-ir Ski:Restoration If upon dw expiatimi or Isvocation w"Tis penniL A
project hereby 1,AUthorized has not been emnoewd, the alMlicant shall, �vithouj expej�se 1110 Matte, and
to such exteritand in such thne cud nmnuer as ijj(.- Dcpartmem of IWArommuml Anaars dan nmy
la"My requkeovnmve aH or any portion of tile aticorripleted strucume or BU and mouve dw she to its
Unner conditimi No chim shall bc We Mrmt do Stme of New York on.account of any such
rery)OVal oral(eration,
24. Precautiopg Agabas( Cont Aminatiop of Waters A11 necessary-precautions shall be taken.to
Preclude contarnination,of any wetland or waterway by suspended solids, sediments,luels. solvents,
lubricants, cq)oxy statue s, pais, concrete, leacha to or any 011ier environmentally deleterious materials
associated with the prujou.
GE,NFRAL CONDITION'S - AppRy to ALL Authorized Permits:
... .............
1. Facility tnspection by The Departutera Uie ImmiW1,,) ed site or Wifity. incju(jj1,q,2 relevani roccknls, is
suNewt to inspeWan ett reasonaWe hours and Wtorvals y an authoMeci represet,,jtjtj%,e �rj*tjw 1�)Cpartnjcrlt
of EnvirOttmental Conseivatioll (the Department) to Wermine whether the pernflittec is Coinplyinn vvith
this Permit nn'd the E"M Such represenlative r1l'ay Order dv work su,',�4pended pummu to ECl/n. 0301
cuid SAPA 401(3)
ivrinittee shall providc a person to accornpmiy the Depaxtment's representative during an inspection
to dic permit area when requested by the. Deparmient.
A copy of d9s pet-
rylit, iricluding all ralbramem! inapq draNvings alld SI)eCkil condi6ons, must be avaiiablt
Wrinspewion by the Depailmern at all times at the pryeet Mie or hicilily. Whavuiproduceacopyof
the pernit tpon request by a T.,-('q)ar1Tnen1 repmentative is a violati(if, (,)t�'tfjjs
Page 4 of 6
NEW YORK STATE DEPARTMENT OF, ENVIRONMENTAL CONSE RVATION
Fetcflity DECID 1-473&01891
I R011tiOnShip cry this Permit to Other Departnielit ()k%J(q,s artrcl Determinations ("'Jiless expresslyprovided f6r by theDepartment, issuance of this pennit doe,,;)-rw tw:)dify. or rescind rttjV (jr&;r
arra, of the Ic ils, condidoo,", or requirenients
or determination previously issued by Depcirtrylent 01"
contained in such order or deterinination
3. Applications For Permit Renewals, Modifications or Transfers The permittee must su.brnit:a
sepantite writterl applicationto the Department 16r perinit renewal,rn
odification or transfer of this
l)eraiit. Such application must inclucle orsupl,fletnerital ir�f'orrwdtion the Departrnelit
Any rer ewal. rriodification or tratister granted by flic Deparlatent r,nk,0 be in
applicatioris fior pertnit renewal, niodification or transfer are to be subs- riftedto:
Regional Permit Administrator
NYSDEC Region I Headqueulers
SUNY 0a) Stony BrookJ.50 Circle Rd.
Stony Brook,NY 1.1790 -3409
4. Submissioxi of Renewal Application "Hic P' rnlitee rnusl.subinii arenewaapplicaition at least 30
days before permit expiration lbr the 1`6116wing pernlit
0 1
5. Permit M difications, Suspensions and Revocations by the Department The DepailznenL
reserves the right to exereise all availubleaulhority to modify, suspend orrevo-ke this pennit. 'rho
groUnds for trioclificalioll, >q,
islwnston or revocation include.
a-. materially'-false or inaccurate statements in the permit application or Supporung Papen;
b. failure by thQ P6tmittde to comply with any terITIs or conditions of the perinit9
c. exceedftic,the scop
L�, . .e of the project -,.is described in the permit application,
dnewly discovered inaterial il)l'oralatiorl or a chan,ge iTI eavir(.,)t)tijcwaI cur)(fi6ons, relevant,
technology or applicable hw,, or.X&0110tiol)S SiIICC the iS-SJNfl)CC Offfie Cxu,,IiI-I0
tD Il e,1111
noncornpliance Nvith JVCViOUsly issued pennit conditions, orders of the comri-riMiOrLer, any
l)rovisioas f tlrr.Environmental C,onservaj i(,)n Lav,or regulations of"t-hc Department related to
the:pe-mi itted aptivity.
6, it Transfor Pennitsare tiansfiorrable unless sj,,)ecjJ',jcajJly pI,ufid')itcd by statute, re-ulation or
another permit condition. Applications for per-unit. transfcr sh(,)uld be subnitted pnor to ,I I,lal.transfer of
ownersilip.
-ip,age s or 6
Y '
� +Qd
C co
E
d
CL cc
UJ
CD EL
co cz
b m
bLLJca
ffi
0
IMM0
o 4C
E 43
c co
cz
IIS
d �
cz
E
I'
CL
LLt
_ S87•o�T
PRECAST CONCRETE
DOME %/ ='I' Drainage Calculations and Structure Schedule
2"y ;/ l_, '`\�g•� LANDWARD EDGE OF WETLANDS SDR 35 PVC i F AS FLAGGED BY EN-CONSULTANTS,INC. Pool Patio(385 SF @ 10010 FISHER E R
) S RESIDENCE
INLET PIPE % �i, - -� IN MARCH 2O11 _
SEE PLAN FOR GRADE I/,! 385 SF x 2" rainfall (.167)
_167 -64.3 CF/8'Dia. D 42.3 -1.5' th re de 'd 1652 Bridge Lane
PIPE SIZE TOP OF DRYWELL rYwell ( ) p p Cutchogue, New York
2-0 (SEE PLAN FOR ; �� DW-1 8'Dia x 4'depth
MAX ELEVATION) \ ( li ll so PROPOSED
SDR 35 PVC 6r BACKFILL S-W MINIMUM
OVERFLOW PIPE I ❑ ❑ ` � ' - � `\�`:'Ss°p'e NON-TURF ADJACENT
AROUND DRYWELL WITH BUFFER
❑ ❑ ❑
SEE PLAN FOR "' DDCK
❑ ❑ ❑ ❑ 1 a -1 l MEDIUM COARSE
PIPE SIZE "
❑ ❑ ❑ ❑ ❑ SAND/GRAVEL _ PATIO+COPING WATERLINE
,I I/�
< PRECAST CONCRETE " _ \ FLOATING GRADE
L.6.5
----------------------------------------------------------
SEE TYPICAL GUNITE 40`-W
❑ ❑ STORM DRAIN RING g ili, l/;. �\` WOOD DOCK EL.4.25'
SEE PLAN FOR DEPTH £ `\`\ REMOVABLE POOL WALL DETAIL+CTION STEEL M _ _ EL. 1.8'
❑ ❑ ❑ ❑ ❑ NOTES: \`� ,i1/,♦♦ WOOD RAMP SCHEDULE WATER ENCOUNTERED:EL.-0.2'
,il/,
❑ ❑ ❑ ❑ ♦\ - ♦ FIXED WOOD -
---------- ---------------------
4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. li, DOCK
❑ ❑ ❑ ❑ ❑ MEAN HIGH l/, 4
El ❑ ❑ El25'-0"MAXIMUM DEPTH BELOW GRADE ��\ l/_ \` EXISTING 18 SF WATER LINE N
STEPS TO REMAIN
TIE LINE `�
2'-0"MINIMUM ABOVE GROUND WATER 7 �� PROPOSED ON-GRADE �% / POOL PROFILE
2' ♦� - 4 Marshall poetzel
1 1 \ STEPPING STONES s
MIN SEE PLAN FOR WIDTH
2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) J I `♦ WALKWAY °�• Section Scale:1'�10'-0" LANDSCAPE A R C H I T E C T U R E
GROUND WATER LINE
NON-RATEABLE SOIL DRYWELL TO BE INSTALLED AS PER STATE AND 1 ♦♦♦ PROPOSED 30 LF +%� ' F
��/ . EXISTING EDGE OF CLEARING
' ` 4"W.TIMBER STEPS
6'-0" LOCAL CODES 96'
il/`� � �� :� \ N78S1•E ;' (NO ADDITIONAL CLEARING
MIN : 4'W.PATH ` __ ___--374"--------- L, PROPOSED)
%�\ l/ / _ _- --� 5175 Route 48
CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL ; ,11/ / TO DOCK - _. -_
PROPOSED 275 SF MASONRY
� � Mattituck,NY 11952
/ ♦ �-COARSE FILL �i WALKWAY IN PLACE OF PROPOSED POOL EQUIPMENT
` � ♦\\
i
EXISTING 39 SF BRICK ON ELEVATED PLATFORM- phone: (631) 209-2410
WALKWAY EL.8.0
fax: (631)315-5000
____---"� PROPOSED 120 LF EXISTING DRIVEWAY email: mail@mplastudio.com
PROPOSED _
/ o ___--�- �> 0 4'H.WIRE MESH FENCE
CONCRETE DRYWELL `I I - .- - TO BE REMOVED 171.13' 8852
0��ECAST
/ �• 24"H.STONE WALL ----- ------ -- •y -
l/. o AS PER NYS POOL CODE
Section Not to Scale �I o 0 o EX.• (SEE DETAIL 6) N7858�E --
/ EXISTING oO UP - - - SURVEYOR:
SEDGE OF PPVE
DECK _ - --- - EXISTING ''�EX• Natha
n Corwin an Surveyor Taft Cin Land S Or
DRIVEWAY TO BE � y
- --
PROPOSED 48 SF MASONRY PROP. > _ ' - , 50'CONSTRUCTION�� ��'�° HAYBALES TO REMAIN 1586 Main Road
s N i o OO STOOP IN PLACE OF EXISTING TURF 101, Cl) ; ACCESS DURING CONSTRUCTION Jamesporf, NY 11947
�' OOOO EXISTING o 27 SF BRICK STOOP +5.75 STEPS BW 4• cli 8'0 Office: (631) 727-2090
o CRAWL SPACE S TIN 6.5 + /p6 PROJECT LIMITING SILT FENCE-
PROPOSED 14"W.STONE STEP IN PLACE i1 I O ENTRANCE EX.PROPANE +4.5 4 0
�O � � -� � AREA OF DISTURBANCE=25,000 SF
CAP
OF EXISTING 9 SF STONE LANDING - o � ; (SEE DETAIL 2)
DW- 5.5+
1 BS PROPOSED ,
PROPOSED STEPPING STONE O PROP.4'W.
o PROP. 16.5'x 40'POOL
EX. SELF-CLOSING So•
WALKWAY ON-GRADE IN PLACE OF 0 385 SF (SEE DETAIL 3+4) +4.25
/ /'✓ SELF-LATCHING "� TC:6.5 0 n
s r EXISTING 105 SF BRICK WALKWAY f 0 EXISTING o as STONE 6'X 9'
WOOD POOL GATE O�
RESIDENCE � PATIO SPA
m EXISTING TIMBER STEPS +7. "��
l/, 30•�"-.-0 -NO WORK PROPOSED 8'X 4' soy
TO BE REPLACED IN-KIND PROPOSED POOL+DRAINAGE '� BS
// ON-GRADE DRYWELL �. LAWN + 4.25 ti DEC 0 2 2021
EXISTING PROP.
BRIDGE+ / Nl STONE (SEE DETAIL 1) a.s -- --- ,T SDR 35E -,PIP
/ RAMPS 1 WALKWAY PROP.CATCH TURF / BUILDING
_ STEPS Sp, / PROPOSED 4'W.SELF-CLOSING, TOWN OF DEPT.
BASINS _ •NY6.5 TEST " ;/ SELF-LATCHING POOL GATE `'OUTHOLD
Ss AV ty i \ PIPED TO N �. BIN 4.5 HOLE /
325 i ,il/,
$ "tt4 a ♦` w O DRYWELL c o+ ; PROPOSED 258 LF
N BB•___ _ - ;� �1/. I, I , _ - 34 CO i 4'H.WOOD POOL FENCE
n IR
AS PER NYS POOL CODE
li PROPOSED ;
\ ��/ \ �o • 24"H.STONE WALL
A' i li, \ o (SEE DETAIL 6)
EXISTING
TREE WELL 4.
PROPOSED 333 SF ON-GRADE i ,il/, \\ - - ------
PROPOSED PERVIOUS
TERRACE+STEP IN PLACE OF It o
`♦♦ EXISTING 22'X 10'TERRACE+STEP % l/ \\ O o0o EX. GRAVEL DRIVEWAY WITH SITE DATA:
DECK
o --- - OooOo A X. ''// J . STEEL EDGING
NON-TURF BUFFER N�� OO o0 00 / \\� EXISTING TEST HOLE DATA SCTM# 1000-118-01-4.1
06. WATER METER (TEST HOLE DUG BY NATHAN TAFT CORWIN LAND SURVEYOR Lot Area: 75,729 SF (or 1.738 acres)
TIE LINE�� _ APPROXIMATELY 9,448 SF OF ;y ON APRIL 9,2012)
EXISTING NATURAL / EDGE OF APPROX.3,440 SF
EXISTING l/, - /-- - VEGETATION TO REMAIN AS / PROPOSED NATURAL EL.3.7' 0.0'
FLAG POLE \ NON-DISTURBANCE/ VEGETATION TO BE
MEAN HIGHNON-FERTILIZATION - 1/, ESTABLISH.+ TOPSOIL
WATER LINE s`♦` f//, �_ �- T FE - - ♦\ _-�
�. �' ` ♦ ,il/, - -. ION .Bbg- ♦ MAINTAINED AS NON-TURF
a \ I/,
- � BUFFER
Z 1.5'
�' h. ♦ -__. _ ,III, -A - J�♦ a�
---sue erzg\4 '. / COURSE SAND+
`\\ �� 9� \ \♦ ♦♦ J l/s7sosacw--- - - / S� s'k`♦ f / EXISTING ACCESS PATH GRAVEL NOTES:
\ v L� �\ ♦ --- i / TO POND TO REMAIN
� ♦
`'`\ rF <s ♦`\ PROPOSED 18 SF MASONRY �.n _ Al1= , TIDAL WETLANDS BOUNDARY / _ili ADJACENT 2.5'
LANDING IN PLACE OF Na'. l l/, , ''��+ / AS DELINEATED BY EN-CONSULTANTS, ; : FENCE 1. Existingconditions based on survey\ / 737e•w --_ = � +� / / SILTY SAND y
TIE LINE EXISTING 20 SF BRICK LANDING - _ II/ INC.ON FEBRUARY 16,2021 !� prepared by Nathan Taft Corwin Land
MEAN HIGH `\\ \\ EXISTING DECK PROPOSED STEPPING STONE EXISTING OUTDOOR `5'°°'` EL. -0.3' 4.0' Surveyor dated December 23, 1997 with the
WATER LINE \ WALKWAY ON-GRADE IN PLACE OF SHOWER TO BE ii ; 5� WATER ENCOUNTERED 4.0'BELOW SURFACE latest revision of February 20, 2021.
EXISTING 200 SF BRICK WALKWAY MODIFIED IN-KIND 2. This drawing is for the purpose of
obtaining permits only. NOT FOR
\ ' F LEGEND CONSTRUCTION.
3. Unauthorized alteration of this plan is a
- 18'-0"MAX. C.to C. violation of NYS Education Law.
PROPERTY LINE 4. Roof drywells proposed by others.
1
E O�
� � 7 ,� �✓ '` " ;0 �✓'`�. •. •. � =J l � REVISIONS
O� LL ms \\\ / i l l/, EDGE OF WETLANDS DATE DESCRIPTION
1� 09.24.21 POOL PATIO REDUCED FROM
758 SF TO 385 SF. TIDAL
PERSPECTIVE VIEW \ ��
TIE LINE WETLAND SETBACK TO BE
GEOTEXTILE \` FOAM BACKER ROD W/ CAULK JOINT
WIRE FENCING -
TIED TO _ �� SWEEP POLYMERIC SAND OVER CAULK 69=0"AS PER NYSDEC.
WIRE FENCE 2'k4'OPENINGS °� WHEN WET(COLOR TO BE APPROVED LA)
48"FENCE POST \ / 1_01 CONDITION 11.30.21 ADD DRYWELL FOR 385 SF POOL
8'O.C. 5363 REFER TO PLAN
EXISTING COMPACTED SOIL � 2"THICK X 14"W. VARIES- MEAN HIGH WATER LINE PATIO.ADD DETAILS FOR POOL
GRAD - STONE TREAD CAP GEOTEXTILE PATIO+ WALL.
TO BE BURIED 1-'OVERHANG
" -'
E
IN GROUND, N50°T3T 2 F
FLOOD ZONE LINE
S SHOWN Sss. 'X 6"EXPANSION a
PE \\� �,7� JOINT 11 a S e a
` l
OR
w+ 4i r,
I { WATERPROOF CONCRETE
NOTE: �e s BEFORE BACKFILL ° ------ EDGE OF REV EGETATION �^ "• t;'� `:�
2" MAXIMUM DRAINAGE AREAN61'3�93i
5" 1/2 ACRE / 100 LINEAR FEET ;A
o q a a -= -!I PROPOSED WOOD POOL FENCE
:•,
3500 PSI FORMED+ °
2 SILT ctionFENCE _ _ POURED REINFORCED
\ CONCRETE -
I t
WALL+FOOTING
Se Not to Scale '9;\� NATURAL THIN a ° PROPOSED WIRE MESH POOL FENCE
f x-
`♦\ \ V -1�"THICK IRREGULAR NATURAL STONE VENEER
\ / ' CLEFT BLUE STONE WITH 1" #4 @ 9"O.C. RTICA
COMPACTED FOAM BACKER ROD W/2' #4 @ 12"O.C.HORIZONTAL a -
`\
SCREENINGS
♦ I EDGE OF CLEARING -.-
STONE SCREENIENINGS LEVELING BED Q p I I�, ; I
#4 STEEL RBNFOFCED ` // 8 POLYMERIC SAND OVER -_
6"X 6'TILE FACING
HAND TIGHT'JOINT 3' MAX. CAULK JOINT-SWEEP I - TITLE:
WATER LINE ` c CAULK WHEN WET(COLOR TOPSOIL+---.► - - 4 EXISTING CONTOUR
SWEPT WITH POLYSAND _
-' TO MATCH STONE 5
< 3' \ PROPOSED CONTOUR
DEPTH <5'-0" >5'-0" ° o �\ TO BE APPROVED LA p
C ° \` 26ETWEENANSIO SLABN OIOL ) LANDSCAPING 15 ° CSOUBGRADED,- _
HORIZ. lab.c. lab.c. < , \� / POOL WALL- -
° ° ° Q - ♦♦\\\` SEE DETAIL 3 _ I ' Z --- p I- -I !- +5.0 PROPOSED SPOT ELEVATION POOL PERMIT
VERT. 10o.c. 5"o.C. 6j
FLOOR Il)°O.C. EACH WAY a I- �i \`\ d a I � °
of io ` � // ' a o a p -- - TW TOP OF WALL c
w ° - -----+� d WATER LEVEL _. c� ! SITE E PLAN
(3)#4 BARS CONT. :° p ��. \ ol
5 e a a \. ------------- - -I -i' BW BOTTOM OF WALL
BOND BEAM ALL : ., 4. 4 CONCRETE -I
AROUND TIES 10"o.c• - #4 @ 9"O.C.DOWELS 4,: °p 11'-5"MIN.
#4 BARS
6X6 WWM STEEL _ Q EXISTING TREE TO REMAIN
SLAB BASE
- 1 -'I I
Ti
PNEUMATICALLY MARBLE DUST FINISH REINFORCEMENT #4 @ 9"O.C.
a RADIUS VARIES 6 TO 24' T„ 2"MIN.
• SET 1 x 8 CONDUIT IN SLAB+ -- -; �pyy_1 PROPOSED DRYWELL
APPLIED CONCRETE
THICKNESS OF WALL 2 3 COMPACTED
-I, 0 0 20
VARIES 670 8"MIN. ON SHALLOW END FILL WITH 8"CRUSHED STONE RCA BASE
I-
25'AND UP ON DEEP END DIRECT O IONS SO WATER -1 (5) #4  ° a
a
- -- r- -
EXISTING IMPROVEMENT
MAY PASS THROUGH SUBGRADE _ ° a TO BE REMOVED
COMPACTED _; �
Scale
3'-0"MIN. DRAWN BY:
-- I- SILT FENCE A.FOX
CHECKED BY:
3 TYPICAL GUNITE POOL WALL SECTION 5 POOL COPING i0 PATIO (DgTAININ.GWA11
WITH SUPPORT .LEDGE S PRETZEL
DATE:2021.10.29
Section Not tc Scale Section Not to Scale Section Not to Scale REVISED:2021.11.30 SHEET 1 OF 1
FORM 12"IN FROM CORNER WITH PLYWOOD
TO BOTTOM OF POOL TO ACCEPT POURED
RETAINING WALL BY OTHERS
OF PIOOL
VENEER OVER i STEEL PLATE. FISHER RESIDENCE
STEEL PLATE BY OTHERS
9"WIDE POOL BEAM EDGE OF COPING+VENEER -- FORM SECTIONS OF POOL TO BE EXPOSED 1652 Bridge Lane
Cutchogue, New York
ABOVE GRADE WITH PLYWOOD TO
ACCEPT 24"EXPOSED VENEERING-
VENEER BY OTHERS.LEAVE ELECTRICAL
BOND POINT 24"BELOW TOP OF BEAM
POURED RETAINING WALL SET 6" (5)WALL RETURNS
BELOW POOL BEAM SO PATIO @ 8'-0"O.C.
SLAB CAN BE INSTALLED OVER CREATE NOTCHED WALL TO 8-0' (TYP.) 8-0 (TYP.)
TOP OF WALL(BY OTHERS) CONCEAL COVER BAR UNDER
14"SECTION OF POURED I COVER LID
RETAINING WALL SET AT HEIGHT OF •
COVER NOTCHED WALL WITH TILE i
COVER VAULT FLOOR(BY OTHERS) MATCHING WATERLINE BAND
NOTCH WALL TO HOUSE
4"SDR DRAIN PIPE COVER BAR-TOP OF WALL
TO DRYWELL TO BE 6"BELOW TOP OF POOL BEAM ma Fs a I I poetzel
SET ELEVATION OF BACK COVER BOX 401-011 I LANDSCAPE ARCHITECTURE
6"BELOW TOP OF POOL BEAM
TOP OF WALL TO BE 1" i
BELOW TOP OF POOL BEAM
5175 Route 48
Mattituck,NY 11952
16.5' X 40' GUNITE POOL phone: (631)209-2410
fax: (631)315-5000
4" 6"TILE BAND TO * MARBLE DUST COLOR +TILE TO BE - email: mail@mplastudio.com
1 2'4g" SURROUND ENTIRE APPROVED BY OWNER
1-48 6' POOL INTERIOR TOP OF COPING: 6.5
10"
EDGE OF COPING POOL DEPTH:3'-6" SURVEYOR:
SET TOP OF SPA BEAM 5 2' (REFER TO DETAILS 1 +2) GRATES FOR Nathan Taft Corwin Land Surveyor
z BELOW TOP OF POOL BEAM 1586 Main Road
W 10'_7" FLOOR SUCTION+
p J HYDROSTATIC VALVES Jamesport, NY 11947
(9)SINGLE LIGHT TO BE
Office: (631) 727-2090
W - HYDROTHERAPYJETS CENTERED ON
SPA WALL
of
OOW
Wz
+ J
Xz
W ,n
O ow
Lu H= O� N EDGE OF COPING
zD 6"TILE BAND TO
`r
c9
6'1 - 1'6" SURROUND ENTIRE
STEP i POOL INTERIOR ® � ��
LANDING
s�-o�� o I 140V 0 5 20��
$'-0 8'
4"SDR DRAIN PIPE TO `"' BUILDING DEPT.
DRYWELL
10'-7" TOWN OF SOUTH
EL 3)PENTAIR LO-BRITE
ion BENCH LED POOL LIGHTS 10'-7"O.C.
SITE DATA:
o SCTM# 1000-118-01-4.1
Lot Area. 75,729 SF (or 1.738 acres)
iv — — — — — — — — — — — — — — — — — - - - - - - - - - — — — — — - - - - - - - - - - �EDGEOFCOPING+VENEER FORM SECTIONS OF POOL TO BE EXPOSED
- - - - - - - - - - - — - - - - - - - - - - - - - - -
4"SDR SLEEVE FOR ABOVE GRADE WITH PLYWOOD TO
ELECTRIC TO COVER MOTOR — (1)TRIPLE (2)LINEAR FLOOR GRATES TREAD ON EDGE STEPS ACCEPT 24"EXPOSED VENEERING-
HYDROTHERAPY JETS FOR SUCTION+RETURN LINES
(BY OTHERS) VENEER BY OTHERS.LEAVE ELECTRICAL
5"WIDE SLAB SHELF (1)PENTAIR GLO-BRITE BOND POINT 24"BELOW TOP OF BEAM
6"BELOW TOP OF POOL BEAM LED SPA LIGHT
(2)SKIMMER BOXES 16'-0"O.C.
Go *ALL DIMENSIONS ARE TO
EDGE OF CONCRETE LEVELOR AUTOFILL NOTES:
UNLESS OTHERWISE NOTED SENSOR IN SKIMMER
1. Existing conditions based on survey
OF POOL prepared by Nathan Taft Corwin Land
PATIO+COPING N Surveyor dated December 23, 1997 with the
EL.6.5' WATERLINE latest f March This draw ngis 2. or the purpose of
d -------------------------------------- --------------------------- -
---------------- - --- -------- -- -------------
d COVER ----------------------------------------------------------------------------------------------------------------------------------------------
obtalnrn ermlts onl NOT FOR
GUNITE COVER � - EXPOSED VENEER g P Y•
VAULT COMPLETED BOX 10' 9" (BY OTHERS) CONSTRUCTION.
WITH POOL GUNITE V-2" d 3. Unauthorized alteration of this plan is a
a a 401-011 violation of NYS Education Law.
SEE TYPICAL GUNITE POOL v d _ d GRADE:EL.4.25' 4. Roof drywells proposed by others.
WALL SECTION DETAIL+ zo a
STEEL SCHEDULE
REVISIONS
a
DATE DESCRIPTION
d a s d ad a a d a d4 � v 4 d d
a d a d 8" g-NCRE E FLOOR WITH REBAR d a a BOTTOM OF
p d d 4 4 � d a � CONCRETE:EL.1.8'
0
PREPARE SUBGRADE AS REQUIRED
CV
-----------------------, ------- WATER ENCOUNTERED:EL-0.2'
------------------- ------------------------------------------------------------------------------------------------- ------------------------------------------------------- ----
POOL PROFILE
Section SCALE:1/2"=1'-0" POOL CONSTRUCTION REQUIREMENTS:
-LAYOUT POOL ON SITE AS PER PLAN FOR APPROVAL BY MPLA BEFORE EXCAVATION r�
-CONSTRUCT POOL AS DIMENSIONED IN PLAN.MINIMUM 9"WALLS+8"FLOOR THICKNESS.
-CONSTRUCT POOL WITH BEAM WIDTH AND SLAB SHELF AS DIMENSIONED ON PLAN.
6"X C TILE FACING -CONSTRUCT POOL WITH #4 REBAR- 10"O.C. FLOORS+ 5"O.C.VERTICAL
#4 STEEL REINFOFCED WATER LINE
-PROVIDE+ INSTALL NEW TILE+MARBLEDUST (SELECTION +COLOR TO BE APPROVED BEFORE INSTALLATION) -
-PROVIDE+ INSTALL ALL NEW RIGID SCH40 PVC PLUMBING FOR POOL TO THE PROPOSED EQUIPMENT LOCATION TITLE:
DEPTH <Si >54D" 3
-POOL+SPA TO SHARE EQUIPMENT
:. . .
HORIZ. 19'o.c. Ia'o.c. -PROVIDE+ INSTALL (1) PENTAIR TR100 FILTER WITH 2"MULTI-PORT VALVE+GLASS PACK FILTER MEDIA
VERT. Yo.c. 5"o.c. e Q -PROVIDE+ INSTALL (4) PENTAIR GLO-BRITE LED LIGHTS WITH 150' CORDS+ (2) PENTAIR 300 W- 12V TRANSFORMERS
FLOOR l0"o.c. EACH WAY q -PROVIDE+ INSTALL (2) PENTAIR INTELLIFLO VS+SVRS PUMPS (ONE POOL, ONE SPA)
LLI
-PROVIDE+ INSTALL (1) SILENCER 2HP,240V AIR BLOWER• POOL PLAN
• > -PROVIDE+ INSTALL (1) PENTAIR MASTERTEMP 400,000 BTU POOL HEATER (PROPANE FUEL)
(3)#4 BARS CONT. • y p
BOND BEAM ALL 4' -PROVIDE+INSTALL (1) PENTAIR 521906 INTELLICENTER WITH IC40 SALT SYSTEM
AROUND TIES I T o.c.
• -PROVIDE PENTAIR INTELLICENTER WIRELESS REMOTE
#4 BARS
PNEUMATICALLY MARBLE DUST FINISH
-PROVIDE+ INSTALL 2"PIPING FROM FILTER TO A 8' D.X 4'W. BACKWASH DRYWELL AS PER SITE PLAN
APPLIED CONCRETE 4 RADIUS VARIES 6"TO 24" -PROVIDE+ INSTALL A LEVELOR AUTOFILL SYSTEM
THICKNESS OF WALL ON SHALLOW END -PROVIDE+ INSTALL HYDROSTATIC RELIEF VALVES
VARIES 6"TO 8"MIN. 25'AND UP ON DEEP END -PROVIDE+INSTALL A CONCRETE EQUIPMENT ELEVATED PAD SET AT 18"ABOVE POOL COPING
a." :a -PROVIDE+ INSTALL AN AUTOMATIC SAFETY COVER-COLOR T.B.D. 0 1 2
INCLUDE INSTALLATION OF A 14"W. BLUESTONE POOL COPING+ 12"W. BLUESTONE SPA COPING
�.
-INCLUDE WATERPROOFING OF GUNITE WALLS FORMED TO ACCEPT VENEER STONE (STONE PROVIDED BY OTHERS) N__r/
-REMOVE ALL DEBRIS FROM POOL CONSTRUCTION Sca)el/2"=1�-0"
-BACKFILL+ COMPACT TRENCHES IN LIFTS DRAWN BY:
2 TYPICAL GUNITE POOL WALL SECTION Not to Scale -PROVIDE A UNIT PRICE PER TON FOR 3/4"CRUSHED BLUESTONE GRAVEL IF SOIL CONDITIONS REQUIRE GRAVEL BASE A.FOX P P
CHECKED BY:
-PROVIDE A UNIT PRICE PER CUBIC YARD TO REMOVE FILL FROM POOL EXCAVATION OFF SITE S.PAETZEL
DATE:2021.06.03
* NO EQUIPMENT SUBSTITUTIONS WILL BE ACCEPTED REVISED: SHEET 1 OF 1