HomeMy WebLinkAbout52255-Z xxpf SOUIyo`o Town of Southold
* * P.O. Box 1179
it 53095 Main Rd
41 Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47125 Date: 06/10/2026
THIS CERTIFIES that the building Swimming Pool with Fence-In Ground
Location of Property: 900 Sound Dr Green-port, NY 11944
S eCB 10 ck/L of: 3 3.-4-4
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/10/2025
Pursuant to which Building Permit No. 52255 and dated: 09/11/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Inground swimming pool fenced to code as applied for per ZBA#8002 dated 4/17/2025.
The certificate is issued to: Peter Ruttura,Donna Ruttura
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 52255 4/16/2026
PLUMBERS CERTIFICATION:
outhrize Si ature
ofSouryolc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• TOWN CLERK'S OFFICE
coe►m 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#: 52255 Date: 09/11/2025
Permission is hereby granted to:
Peter Ruttura
4 Ferncliff Rd
Huntington, NY 11743
To:
construct an accessory in-ground swimming pool as applied for per ZBA&Trustees approvals.
Premises Located at:
900 Sound Dr, Greenport, NY 11944
SCTIVI#33.-4-4
Pursuant to application dated 09/10/2025 and approved by the Building Inspector.
To expire on 09/11/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Tiding Inspector
*OF S Town Hall Annex Telephone(631)765-1802
54375 Main Road N
P.O.Box 1179
Southold,New York 11971-0959 ��yCOUN111,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Peter Ruttura
Address: 900 Sound Dr City: Greenport st: NY zip: 11944
Building Permit#: 52255 Section: 33 Block: 4 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Commercial Indoor Basement Service Solar
Residential X Outdoor X 1st Floor Pool X Battery Storage
As-built Renovation 2nd Floor Hot Tub EV Charger
New X Addition Attic Spa Generator
Surrey Mezzanine Garage Dock
INVENTORY
Service 1 ph In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump 1
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures CO Detectors Heater Gas
Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer 300
Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen 1
Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover
ARC Blower Heads Switches 1 Pucks Lights Dishwasher Mini Fridge
GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp.
ARC/GFI ERV Exit Lights Bath Exhaust Hood- Dehumidifier
Other Equipment: Pentair Pool Panel 10 Circuit/8 Used, Intellichem Salt Gen, (3) Lights on 30OW Trans,
Auto Cover w/ Keypad 120GFI, Pump 220GFI
Notes: Pool
Inspector Signature: Date: April 16, 2026
SOUTyo - - �p�S� qoo (,vl of
y TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
I.NSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE&.CHIMNEY. : [ ] FIRE SAFETY INSPECTION
[ ] 'FIRE RESISTANT CONSTRUCTION`-[" ] FIRE RESISTANT PENETRATION
[s�'J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: &0 ( .-n
04 II
ID LA - h ol A Dori Cv jrQ 'All
plot
DATE . '. INSPECTOR �,
a SOblyOlo 22_5c _ n ✓!` —
# TOWN OF SOUTHOLD BUILDI G DEPT.
^ou � 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] —PRE C/O [ ] RENTAL.
REMARKS.:
DATE 0 l ' INSPECTOR
SObTyo� - ------
AWN O�F S TOOUTHOLD BUILDIN DEP .
Comm ,0 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: !i
DATE INSPECTOR ZIA'
`�
ho�aOF SOUIyOIo
# # TOWN OF SOUTHOLD BUILDING DEPT.
Crouffmm 631-765-1802
,A NSPECTION
S. 'L&>
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SUL ION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL 1�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: ('Q,&�;fvwi49
r AtR.e- .
-n
DATE — INSPECTOR)k4 4A
FIELD INSPECTION REPORT DATE COMMENTS
o
to
FOUNDATION (1ST) — -- -- _-_
C
FOUNDATION (2ND)
d
ROUGH FRAMING&
PLUMBING —
H V'
Act
1
- � r
INSULATION PER N.Y.
STATE ENERGY CODE
r� A4 -
t0
FINAL
ADDITIONAL COMMENTS
t'a. —f1ec re-a 11067 v
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ro
ti�:950 �a TOWN OF SOUTHOLD BUILDING DEPARTMENT
a Town I Hall Annex 54375 Main Road P.O.Box 1179`Scut&old;NY 11971-0959 ;
�� • V, Telephbne(631)765-1802 Fax(631)765-9502- t1}isa/,ww i.soutfiotdto,%►nn LL!ZOAY
APPL#CATOON FAR # # 9 R # _ -
r office use only
PERMIT NO. BuiidingInspector: SEP 1
2025 s
Applications and forms must be filledout in their entirety..incomplete
applications will not be accepted*. Where the Appiicant'Isnottheowner,an l3u11d!,i!!q,®epartrneri$
Owner's Authorizationform.(Page2)shaltbe:completed. T6 of Southold
Date:
OWNER(S)OF PROPERTY:
Name: j ' �-.J . !P Jscrm#1000-
-
-Dj
Project Address: 9104i9 _ei;aqa -10 pewe -.
Phone#: � p O"'� Email: 4 lf' r L 1.0 win
-
Mailing i
Mailin Address: �.
CONTACT PERSON: r
Name:
Mailing:Address: '� t � s Altsk-, " `1, 114c>
Phone#: 1 �r..d Email: it Ar L J.
DESIGN PROFESSIONAL INFORMATION:
Name: r (X_ %CbeR. ?
1
Mailing Address: '
Phone#: Email•
CONTRACTOR'I NFORMATION::
Name:
Mailing Address:
Phone#. Email:
DESCRIPTION OF PROPOSEMCONSTRUCTION
Aew Structure ❑Addition []Alteration .[]Repair QDemolition Estimated.Cott:of Proiect:
❑Other
Will the lot be re-gra ed? ❑Yes o Will:excess.fill$e removed from,prem.ises es 13140
PROPERTY INFORMATION
Existing use of property: lioJI 011114 5ntended use of property:6 re+y. Wc�t lUy VWGL4.%1%
Zone or use district in which premises is situated Areahere any covenants and restrictions with respect to
this property? C]. 10_IF YES,PROVIDE-A COPY.
Check Box After Reading:''rhe oikmr/wntraaor/design professional is responsible forall drainage:and starm wateriissues asprovided.Ov
Chapter 236 of the Town'Coile:APPLICATION 18 HERF9YMADE to tf o BwldPng Department for the issuance,of:a 8u11ding F!ermlt Pow nttc the 8uililtng Zcne
Ordinance of the Town of Southold,Suffolk,;County,New York and otherappllgable tmws;Ordinances or Regulations,forthe construttlort of buildings,,
additions,alterations or for removal or demolition as herein described.The applicant agrees to cori�pt wrth ali eiiikcable laws;ordinances,building code;
housing code and regulations.andto admit authorized inspectors on premisesantl irrbuiiding(s)for:nec ry inspections.False statements,.made heraldare
punishable as a Class.A misdemeanor pumbnt,1d Section 210.45 ofthe NewYOOkState Penal law.'
Application Submitted By(p` name):
uthorized Agent ❑Owner
II n �
Signature of Applicant: Date: V.14ZQ
CONNIE D.BUNCH
STATE,OF NEW YORK) ary Public,State of New York
No.0 1 BU6185050
SS: Qualified in Suffolk County d
COUN�TTY OF ) Commission Expires April 14,2 O�.O
being.duly sworn,deposes and says"that;(s)he.is the applicant
(Name of individual signing contract)above-named,
(S)he is they
(Contractor-,Agent,Corporate Officer,etc.) i
ofsaid 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
Q,,before me this
l i� Vim. _ 20 / v
CI day of Z� �'
Notary Public
PROPERTY OWNER AUTHORIZATION
.(.Where the applicant is notthe:owner)
I, residing at
R4W1WV T0W! do hereby authorize: 17V i �toapplyon
my behalf to the Town.of Southold Building.Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
f
I
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: January 21, 2025
TO: Frederick Weber(Ruttura)
900 Sound Drive
Greenport,NY 11944
Please take notice that your application dated November 19, 2024:
For permit: to construct an accessory in-ground swimming pool at:
Location of property: 900 Sound Drive, Greenport,NY
County Tax Map No. 1000— Section 33 Block 4 Lot 4
Is returned herewith and disapproved on the following grounds:
The posed accessory in-ground swimming pool, on this nonconforming 36,203 sq. ft.
lot(21,073 sq. ft. buildable land) in the Residential R-40 District, is not permitted
pursuant to Article XXII Section 280-116A(1), which states; "All buildings or structures
located on lots upon which there exists a bluff landward of the shore or beach shall be set
back not fewer than 100 feet from the top of such bluff.
The pool is located 92.5' from the top of bluff.
Authorized Signa e
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
BOARD MEMBERS ��OF S��jyO Southold Town Hall
Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179
Patricia Acampora Southold,NY 11971-0959
Robert Lehnert, Jr. Office Location:
G aQ Town Annex/First Floor
Nicholas Planamento
Margaret Steinbugler Ii�COU 54375 Main Road(at Youngs Avenue)
Southold,NY 11971
_ http://southoldtownny.gov RECEIVED
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
APR 2 2 2025
APR 2 4 2025 Y: Tel. (631)765-1809
Southold Town Clerk.
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 17, 2025
ZBA FILE No.: 8002
NAME OF APPLICANT: Peter and Donna Ruttura
PROPERTY LOCATION: 900 Sound Drive, Greenport,NY SCTM No. 1000-33-4-4
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated February 11, 2025, stating that this application is considered a matter for local determination as there appears
to be no significant county-wide or inter-community impact. The agency further comments that erosion and sediment
control measures should be required during and immediately after construction to ensure that stormwater runoff will
not carry eroded and other deleterious materials into the Long Island Sound.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated March 27, 2025. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,
it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is
CONSISTENT with the LWRP.
PROPERTY FACTS/DESCRIPTION: The subject parcel is a somewhat trapezoidal nonconforming 36,203 sq. ft.
lot with 21,073 sq. ft. buildable land located landward of the Coastal Erosion Hazard Line, in the Residential R-40
Zoning District. The southerly property line runs 100 feet along Sound Drive to the westerly property line, which
runs 376 feet north-north-west, adjacent to the neighboring parcel to the west, to the northerly property line, which
runs 104.06 feet east along the Long Island Sound to the easterly property line, which runs, adjacent to the
neighboring parcel to the east, south-south-east 360 feet to Sound Drive. The parcel is currently vacant as shown on `.
the survey prepared by David H. Fox, L.S. P.C., Fox Land Surveying, dated May 23, 2023.
BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building
Inspector's January 21, 2025 Notice of Disapproval based on an application for a permit to construct an accessory
in-ground swimming pool;at 1) located less than the code required 100 feet from the top of the bluff; located at: 900
Sound Drive, (adj to Long Island Sound) Greenport, NY. SCTM No. 1000-33-4-4.
' Page 2,April 17,2025
#8002, Peter and Donna Ruttura
SCTM No. 1000-33-4-4
RELIEF REQUESTED: The applicant requests a variance to construct an accessory in-ground swimming pool
setback 92.5 feet from the top of the bluff, where the code requires a minimum 100-foot setback from the top of the
bluff, as shown in the site plan prepared by Frederick R. Weber, Architect, titled "Ruttura Residence," drawing
number SW1, dated November 14, 2024 and last revised January 29, 2025.
ADDITIONAL INFORMATION:
The applicant provided:
• Drawings titled"Swimming PooVPatio Plan"and"Swimming Pool/Patio Foundation"prepared by Frederick R.
Weber, Architect, stamped Received February 3,2025 Zoning Board of Appeals.
• The applicant provided examples of three dwellings in the neighborhood on Sound Drive that were granted
variances; #3296 dated February 11, 1985, #6500, dated September 15, 2011 and #7733, dated February 16,
2023 for swimming pool setbacks less than 100 feet from the top of the bluff. Listed in the attachment is a
property located at 700 Sound Drive with an enclosed porch 51.3 feet from the top of the bluff(a Certificate of
Occupancy was issued in 1985).
• A copy of Building Permit#51299 dated October 21,2024 to construct a new two-story single-family dwelling
at 900 Sound Drive, Greenport,NY which is currently under construction without the need for variance relief.
• A letter from the Board of Trustees indicating that the construction of the two-story dwelling with detached two-
car garage is outside of the 100-foot Wetland jurisdictional area under Chapters 274 and I I I of the Town Code.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on April 3,2025 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. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. Several dwellings in the neighborhood include accessory in
ground swimming pools with smaller setbacks from the top of the bluff.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The new dwelling is located with its east and west sides
parallel to the easterly and westerly side yard property lines and the proposed in-ground pool is parallel to the
dwelling's northerly side, while the distance from the bluff to the proposed pool decreases from west to east, with
the result that the west side of the pool conforms to the minimum bluff setback while the east side of the pool has a
reduced, nonconforming setback for a small triangular portion.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 7.5%relief
from the code at the point of maximum nonconformance. However,the bluff setback increases from the pool's east
side to its west side, where the setback is conforming, and larger bluff setback variances have been granted for
accessory pools on other parcels in the neighborhood.
4. Town Law V67-b(3)(b)(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,Chapter 275 of the Town's
Wetlands and Shoreline Code, and Chapter I I I of the Town's Coastal Erosion Hazard Area Code.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
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. Further,the
Page 3,April 17,2025
#8002, Peter and Donna Ruttura
SCTM No. 1000-33-4-4
applicant began with an undeveloped parcel and chose to maximize the gross floor area of the dwelling to the fullest
extent allowable within the Town's Zoning Code thereby limiting the lot area available for siting the accessory in-
ground pool.
6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory in-ground swimming pool while preserving and protecting the character
of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Weisman(Chairperson),
and duly carried,to
GRANT the variance as applied for and shown on the shown in the site plan prepared by Frederick R. Weber,
Architect,titled"Ruttura Residence," drawing number SW1, last revised January 29,2025.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The applicant shall install or maintain a six(6)foot high solid wood or vinyl fence and/or evergreen
screening to be continuously maintained along the east and west property lines for privacy from adjacent
neighbors' properties.
2. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be
contained in a shed type 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. The northerly section of the proposed pool fence shall be relocated entirely landward of the Coastal
Erosion Hazard Area(CEHA)and all the naturally occurring vegetation seaward of the pool fence shall
remain undisturbed.
5. The applicant must obtain a Wetland Permit from the Board of Trustees for all proposed construction
within their jurisdiction.
This approval shall not be deemed effective until the required conditions have been met.At the discretion of the
Board of Appealsfailure to comply with the above conditions may render this decision null and void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of
this decision Any time after one year, the Board may require a new application.
LWPORTANT LMTS ON THE APPROVAL(S)GRANTED 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 the relief granted herein, will result in delays and/or a possible denial by the Building Department of a
building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing
before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited
above,such as alterations,extensions, demolitions,or demolitions exceeding the scope of the reliefgranted herein,are
not authorized under this application when involving nonconformities under the zoning code. This action does not
� Page 4,April 17,2025
#8002, Peter and Donna Ruttura
SCTM No. 1000-33-4-4
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.
TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(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 a subdivision map has not been filed with the Suffolk County
Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon
written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)
year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH
THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. 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, Lehnert and Steinbugler.(4-0)(Member Acampora
Absen
Leslie Kanes Weisman, Chairperson
Approved for filing �/�//2025
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BOARD OF SOUTHOLD TOVVN TRUST ES
\7 SOUTHOLD,NEW YORK
/ 1 PERMIT NO. 10815 DATE: JULY 16,2025
r 3� ISSUED TO: PETER&DONNA RUTTURA `
PROPERTY ADDRESS: 900 SOUND DRIVE, GREENPORT
SCTM# 1000-33-4-4 r- r
j AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of outhold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held o July 16,2025,and in
�i consideration of application fee in the sum of$1,250.00 paid by Peter&Donna Ruttura and subject to the t
Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits
A k the following:
Wetland Permit to construct a 16'x30' in-ground swimming pool; expand bluestone
patio with grill(total 1,272sq.ft.); install a pool backwash drywell, a 49sq. . pool
equipment vault and pool enclosure fencing with gates; with the excavation of±60 y;
cubic yards of material to be spread and re-graded around the pooUpatio perimeter; all
f k ! as depicted on the site plan prepared by Frederick R. Weber, recei ed on July 3,2025, ;
y g and stamped approved on July 16,2025.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corp Drate Seal to be affixed,
R: and these resents to be subscribed b a majority of the said Board as of the day and ear written above.
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1
Glenn Goldsmith,President -``*QF SU(/�y Town Hall Annex
54375 Route 25
Nicholas Krupski,Vice President ,`O� ®��
P.O. Box 1179
Eric Sepenoski if Southold,New York 11971
z x iloolytir R Q Telephone(631) 765-1892
. Joseph F xiora R' • O
p �` Fax(631) 765-6641
j; _1 JUN
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#2372 C Date: May 26, 2026
THIS CERTIFIES that the construction of a 16'00' in-ground swimming pool;expansion of
bluestone patio with grill(total 1 272sq ft)installation of a pool backwash drywell, a 49sq.ft. pool
equipment vault and pool enclosure fencing with gates; excavation of±60 cubic yards of material spread
and re-graded around the pool/patio perimeter,
At 900 Sound Drive,Greenport
Suffolk County Tax Map#1000-33-4-4
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated April 25,2025 pursuant to which Trustees Wetland Permit#10815
Dated July 16,2025,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the construction of a 16'00' in-ground
swimming_pool; expansion of bluestone patio with grill(total 1 272sq ft)• installation of a pool backwash
drywell a 49sq ft pool equipment vault and pool enclosure fencing with gates,• excavation of±60 cubic
yards of material spread and re-graded around the pool/patio perimeter.
The certificate is issued to PETER&DONNA RUTTURA owners of the aforesaid property.
Authorized Signature
4SUFFp[�� BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
'':: �1 ' a�1''✓ iamesh(a_southoldtownny.gov — seand(a)southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: 4" S U��r��l C
Electrician's Name: p,6 cS U�GZ-Z[ r!!�c
License No.: : Vkx F Elec. email e55$/ 6 6// a�2-g_o e— C�,f
Elec. Phone No:�/Ggzty RI request an email copy of Certificate of Compliance
Elec. Address.: Pn 11,971
JOB SITE INFORMATION (All Information Required)
Name: 7_Tc-4q 1
Address: 94)0 .!�o J aJ`�
Cross Street: c n/u n/
Phone No.:
Bldg.Permit#: -S� ,S22SS email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
P
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES 1�1 NO Issued On .
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead <�
# Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION J;Z4( 25
6 ro -#-- SZ-zS<__
BUILDING DEPARTMENT- Electrical Inspector
X; c
�O O�i�':•. TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
•` Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
4a ,-
jamesh _southoldtownny gov — sea nd(aDsoutholdtownny.gov
."T r..
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: d �5
Company Name: 15' f s C
Electrician's Name: 0,6 c:S, u'f -(-Cj g!!E�,v
License No.: �Vk�y/F Elec. email S/ F;�/ cc� .,� t G
Elec. Phone RI request an email copy of Certificate of Compliance
Elec. Address.: Cc, icy- 5o v �� IIY71
JOB SITE INFORMATION (All Information Required)
Name: v
Address: goo c) J D Lie
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Ppo �
Square Footage:
Circle All That Apply: .
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN
Additional Information:
PAYMENT DUE WITH APPLICATION
9 124�
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces ypi
HH s
UC Lts Fridge HW POOL
Panel s
Fans Mini Fr. W/D Pump
Exhaust Oven Sump Heater {
Trnsfmr
Smokes DW Generator Salt Gen. X ichQ�i W;
Water Bond )
Carbdn Micro G.rb.Dis Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit
Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
LONG ISLAND
SOUND
- - S85-43r00"E 104.061
TIE LINE PER FILED MAP
HIGH WATER MARK
05/23/2023
19.9.r1 R�WAS
1
1 WAL►-
7F 20170M BLUFF OCK
0.
0
lops
- TOP OF BLUFF — - —DECK et
STEPS
CEHL PER COASTAL EROSION _ SEWN HAZARD AREA MAP PHOTO 2.6'E
NO. 51-606-83 LAST DATED
OCT. 28, 1991.
Lot 21
Lot 19 Lot 20
a
0
Z
Sy .WHEW
Gag O
n.5w O
O
m�k
p4E
CR9 ,
000
S �R
_ �fT•
G I
O e
i �dE
f
�i
m
10
ANGLE 0.
0.00'
O
N85'35'10E o.
S85'351 .._..._
EDGE OF PAVEMENT
SOUND DRIVE
Survey for:
DATE: MAY 23, 2023 PETER RUTTURA
JOB N0:2023-243
CERTIFIED TO: & DONNA RUTTURA
PETER RUTTURA, DONNA RUTTURA Lot 20, "Eastern Shores"
FIDELITY NATIONAL TITLE INSURANCE At
SERVI
1 N E� Greenport'
"N.p 'k- Town of
Southold
Suffolk County, New York
S.C.T.M.: 1000-033.00-04.00-004.000
I a�
40 0 40
C
DAMD H. FO , :S P_ N.Y.S.L.S. #50234 SCALE:1"=40'
FOX LAND SURVEYING
64 SUNSET AVENUE NOTES:
WESTHAMPTON BEACH, N.Y. 11978 1. AREA = 36,203 S.F: TO TIE LINE)
(631) 288-0022 AREA NORTH OF CEHL = 21,073 S-F.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 2. ■- MONUMENT FOUND, • - ROD FOUND.
IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKEO SEAL OR EMOOS9 „ED SEAL 3. SUBDIVISION MAP EASTERN SHORES" FILED
SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
CPERSON FOR IWH MATED THE SURVEY 5 PREPARED NANDLY TON H 5 ON APR. 27, 1964 AS FILE N0. 4021.
b—B
F N THE TITLE COMPANY, GOVERNMENTAL AGENCY 4, ELEVATIONS REFERENCED TO NAVD (1988)
D LENDING INSTITUTION LISTED HEREON AND TO 7HE
SSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS
OR SUBSEQUENT OWNERS.
D.WG: .2023-243
LONG ISLAND SOUND
ti
CONCRETE FREDERICK
S85 43)E 00"E COVER. TE ROBERT
LINE PER PILED MAP ' 04.06 BEARING
WEBER
. BEARING }
SLAB PRECAST
CONCRETE
CHIMNEY
4"o FILTER CLOTH AGAINST
DRAINAJE WOVEN WIRE FENCE W/' ARCHITECT
PIPE i DRIVEN"16STAKES,
MINE,12' OC
HIGH WATER MARK I GRADE, EMBED FILTER
�I
N I CLOTH 4" INTO GROUND
05 2 / ITYPICAL o
/ 3 2023 1
--------------- �- --- 1 DRAINAGE I 1
ASPHALT TRAFFIC
--z_________-------- RING
1 > 1 Top Coat BEARING
Bax SGRATE
- i I FLOW O z �r .... PIPE TRENCH
- --- ------ -- -------- 4 ----- -- I I � v ao DRAIN TO
^ _ - _------- I I SLOPE ;a _ =��^ DRAINAGE RING
_-__--___-- ------------------------------- 6 -- -- wAU` i 0"� ? STONE
ROCK 1 2' CLEAN SAND t _ems I BLEND
BOTTOM GRAVEL FILL
---- BLUFF L----------------------�
--------- CROSS SECTION CROSS SECTION
10- --"-____- 10 j TYPICAL SECTION �' DRAINAGE RING SILT FENCE DETAIL TRENCH DRAIN �' DRIVEWAY
�- ---------�------ 12 - 0 W
114
18
----
-_-` 20 -
-- -- -30,_-- - - _ -- -= _--_-__--- 2 --_-_---_---- _- W
SITE DRAINAGE: - ---_ __
�►„ --- -- - ___ - --_- _ -- - - _ --- TEST HOLE E)ATA PROPERTY OWNER:
OR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) --- ___-_ - - `_ ` - -'-I'- --� McDONALD GEOSERVICES PETER RUTTURA
CP ' ` --- _--__-- ---- J4---_-_-----''---- JANUARY 8, 2024. 3PM DONNA RUTTURA
(1) 8' Da. x 6' Deep u/ Q 4 - 3r0------
A HOUSE/PATIO (EAST) 1500 sf x .ldd' Ram 249 cf 253.5 cf 0- ---___ -- - _----- '38- -- r•-I
Traffic Bearing Top --____-- ._ _ _ - -- --- - _-__-- _---- EL +52' .lf> SITUATE: GREENPORT w
_ _ _ " 4011 0' TOWN OF SOUTHOLD
HOUSE/PATIO (WEST) 00 sf x .44' am = 66 cf (1) 8' Dia. x 6' Dee u/ FEA- --__ _" _- --- 42--`" _�- 5' DARK BROWN SUFFOLK COUNTY, NEW YORK
B (ADDITIONAL PATIO) 268 sf' x .I66' Ram = 44 cf Traffic Bearing Top 253.5 cf o._w ___ _--- - ---- _ 44-_Y`J___, ___ -_- �,
LOAM OL
HOUSE (SOUTH) (D 8' Dia. x 6' Dee u/ - 50____,_____,-`"`'_ `r- -- 46--` ------- 4B- SURVEY INFORMATION:
C DRIVEWAY (WEST) 1200 sf x .166' Ram = 199.2 cf Traffic Bearing Top 253.5 cf --__ _- _ __`____ 50 - --- FOX LAND SURVEYING
WESTHAMPTON BEACH, NEW YORK
GARAGE/BREEZEWAY (1) 8' Die. x 8' Dee w/
-
--Top- -BLU.EE_ -- ---- 52-"- - SURVEYED: MAY 23, 2023
D 2000 slf x .166' Ram = 332 cf p 338 cf - j \ ELEVATIONS ARE REFERENCED TO NAVD 1988 ..1
DRIVEWAY (EAST/SOUTH) Traffic Bearing Top � o I � i' DECK &
\' STEPS
House, Garage and Porch Roofs to have Gutters t Leaaders � �\ LOT 20- MAP OF "EASTERN SHORES"
Connected to Underground Drainage Structures (Tgp.) �,g
8'0 Ring: 42.25 cf/Ft of Height BENCH FILED APRIL 27, 1964, MAP NO. 4021
SCTM# 1000-33-4-04
CEHL PER COASTAL I ! LOT AREA: 34,203 SF (TO TIE LINE)
EROSION HAZARD �, j \` ' BUILDABLE LAND: 21,073 SF
AREA MAP PHOTO 7 SOUTHOLD TOWN ZONING: R-40
PROPOSED SANITARY SYSTEM No. 51-606-83. y
LAST DATED OCT. 1 (NONCONFORMING: 20,000 to 39,999 SF)
NEW I/A OWTS PER SCDHS STANDARDS ! rl -0 Lit 2� SAND CLAYEY YARDS: (PRINCIPAL SETBACKS)
FOR 6 BEDROOM HOUSE 28, 1991. 1 I o
Lot ZO ! I GRAVEL SC FRONT 40'
NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING I -n
o_ SIDE (ONE): 15'
100 GPD HYDRAULIC FLOW (660 GPD REQUIRED) Lit 9 0 � o ° I-0 u�!O 0 SIDE (BOTH): 35'
Io REAR: 50
CD C j -n- 1 �\ r^ SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) DRAWING TITLE:
MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. '� 1 1_____ I 1 '\ HEIGHT (MAX.): 35'. (2) STORIES
NOTE: \ � �- ,� I ___ \ \ r"
I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER v v I "I '-r�� HOUSE: 19�8 sF SITE PLAN
LEACHING GALLEYS GREATER THAN 100' FROM SURFACE WATER \ .��I,,�__ I I ��! FRONT PORCH: 46 SF
I/A OWT TANK t LEACH GREATER THAN 5'. FROM BUILDING W/ SLAB '\ / `> I I S v REAR PORCH: 191 SF
P \i 1 I 1 \ �� BREEZEWAY: 60 SF
LEACHING POOLS GREATER THAN 10' FROIM STRUCTURES 1er Lrne"- \I \ z
\ c) GARAGE: 5'16 SF
Silt Fence 1 SWIMMING POOL: 480 SF
_ P 'ol Backwash '\ 50
��..,. TOTAL: 3331 SF
kin Vault I . _.7-. Drywell
FIN. FL. - - '� N i '\�L , - _ -�_-.��_ WATER IN
EL +58.0' �'�� \+ •2% `\ �`�_�' 1 1 '\ Pier Line BROWN CLAYEY LOT COVERAGE (PROPOSED): 15.8%
SYSTEM GRADE RISER TO \ ', _ _ 1 100' BLUFF SETBACK__� \ - SAND L
GRADE 11 ,\ +55�3' 1 ' GRAVEL SC YARDS: (ACCESSORY SETBACKS) JOB:
CONTROLLER/ EL +53.0 G \ s _5 ,. ..
ALARM " ; �� Q ?; ' . �.Q.. \. -` W - `.`..................
4 APPROVED SINGLE FAMILY DWELLING c� , �,� \ (LOT SIZE: 20,000 TO 39,999 SF) SWIMMING POOL
°;; 1�1G... Grade \ \
" " \ t'IM,.. 'f::::::: _ - _ SIDE t REAR: 10' (18' HIGH) PETER/DONNA
PIPE, 1/4 PER FT. 18 MANHIO E I MAN OLE 24 MAN OLE W/ PUBLIC WATER \ ::: : - , ...•• i �W SIDE t REAR: 15' l20' HIGH)
�, 65 RUTTURA
MIN. PITCH —� SCTM# 1000-33-4-3 , . ...: �`0 - - ' SIDE t REAR: 20' (22' HIGH)
1,_4 1,_6,� -' \ :::: P ; O _ _---- WATER IN
--INV T PROVIDE '\ CRB . . 1 L r O -- 900 SOUND DRIVE
----- at HOUSE INVERT + 1 .•SO `3� ,--' BROWN FINE i
CLEAN OUT `� _ ' 3`5� ' � 'n ' SAND SP � MAXIMUM SIZE: 1200 SF GREENPORT. NEW PORK
o \. "'' P 5 +5� 3 FRONT YARD SETBACK
L 51.6 INVERT �............... pR0 ,G'�. 35• \\ i
EL +52.6' a HOUSE m -,--' + ' ' �1 ' TOWN OF SOUTHOLD
EL +51.4 70 SHALLOW PRESSURIZED \ - �, \ ON WATERFRONT LOT = 40
6'-5" DRAIN FIELD (SEE SANITARY \ i \ - w \ \� 1 \ ► SUFFOLK COUNTY. NY
m PLAN- JOHN CONDON, ENGINEER) c o -r\ ► - 0 GN ' + ' SCTM1 1000-33-4-04
4'-11 1/2" \ o \ ,, �'. P W. " w \ \ SINGLE FAMILY DWELLING \
W/ PUBLIC WATER
SCTM# 1000-33-4-5 ARCHITECT
• PR F •
EL +46.4',. ••: .•.. `.B'( 5 'd� t i _ -� FREDERICK R. WEBER
BED OF " \ 5 \ cn \ -- 41 EA
FUJI-CLEAN CEN-'I 35w \ �F ',EL• 5�. '�' + \ ' EAST MAPLE ROAD
\ etbac ; \ t" GREENLAWN. NY II'(40
SAND TREATMENT TANK \ zz� \ _-
1-5 0
m \ S \ \ \ -
o 52 NOYAC PATH
c o 18 rd „ 13
WATER MILL. NY 119'iL
RE
TE: t $"'Of *
C 2�' 1 5 TEL 631 Z54-5555
ARCHITECTURAL PLANS SHOW GENERAL LAYOUT OF SANITARY SYSTEM. �� 05 '
FOR SPECIFICS AND DETAILS OF CONSTRUCTION SEE "SANITARY PLANS I 1 2" �E�301�25. fweberarchrtectayahoo.com
125
AS PREPARED BY JOHN CONDON, P.E. REVISED MAY 24. 2024 AND r p,R - `•:
APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT. \ ���E�A�'�) ;ee1g �' ' ��, ;�'``� ze�oN(�, r* �� SEAL:
W 54 f.. '1 'rat O;ra�elSurEacE , ,��Apr ��`R +5q�'� '�3�` k� CRe G BO,t1RD OFa PALS
:N O " 0 , �bc.�. FF \ ,atbDrt EALS
`•.w Q Z \ .C. 0 0 , Grateto
egg. �. — --— \ \\C,' Control Cs (ter �1 �.. O r
GENERAL NOTES: ON-SITE UTASTEWATER TREATMENT SYSTEM (I/A) r V.
VA OWTS ` - Panel W
1 TREATMENT o
THE ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND c; TANK
DURING SYSTEM START UP.
AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE EXISTING CONTOUR '
o I� 1 ,
MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. 1 T �. e 8 �
10' + � ' `` ..... ..
___, , REVISED CONTOUR
THE OWTS' SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED O m o - --�"� \� 8
BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. a a - NEW CONTOUR
A FUJI CLEAN THE OWTS INSTALLERT
SHALL(VE SHALL REGISTER BE PRESENT
OWTS WITH DURING START-UP.
USING P �` `\ „'- ------- - _I, , ---^-- -T LEACHING GAI-LEYS, 1
' r(1) EX7fiANSl _---- ----�- •H•
DOCUMENTS PROVIDED BY THE ENGINEER. 52
INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM ROA 52 i4rN Va v %5. 'rate 52 i� ,•� _ REV.: JAN 29. 2025
ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY ANGL 100.00 4.4 Bo 50 o DRAWING SCHEDULE
DISCREPANCIES. ' " �J�, � " ��I- water
(t)
N85 35 10 E 3 40 -
CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT S85 H9d DATE: NOV 14. 2024
POINT OF CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY Utility DESCRIPTION
THE ENGINEER OF ANY DISCREPANCIES. ��" Ole #9
50�----=1r. - SWI SITE PLAN SCALE I" 20'
THE OWTS •INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS Connect to I Belgian block Apron EDGE OF PAVEMEN
BY THE ENGINEER AND SCDHS. Existing Water Main SW2 PLAN t SWIMMING POOL SECTIONS JOB NO: 402301
100 TO McCANN LANE
THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ACROSS THE STREET Connect to Extended
UTILITIES t SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. Gas Main (Approx. DRIVE SW3 FOUNDATION PLANCONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, 150, to the West) DRAWING NO.
COUNTY AND LOCAL SAFETY CODES. SOUN!DI NORTH
OWTS INSTALLER .TO COMPACT AREAS DISTURBED) TO 95% PROCTOR DENSITY S1 PLAN
Bldg het copy from ZA
(36" BELOW GRADE, 12" LIFTS. MAX.) Final reviewed documant3
7BA File +�
OWTS INSTALLER SHALL INFORM THE ENGINEER OF' ANY OMISSIONS AND/OR Drts:
DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. ! = 20'-011
swi
ALL 18" AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS
MANUFACTURED BY "TUFF-TITE".
OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. SINGLE FAMILY DWELLING
VACANT W/ PUBLIC WATER TASKER LANE
SCTM# 1000-33-4-6 SCTM# 1000-33-4-31 OF SW3
McCANN LANE
i
i
LONG ISLAND SOUND
CONCRETE FREDERICK
S85 43' COVER OR
00 E ROBERT
BEARING
�- TIE LINE PER FILED MAP 104.06�0 TRAFFIC C.I. GRATE WEBER
/
SLAB PRECAST
` CONCRETE
CHIMNEY
6" FILTER CLOTH AGAINST
DRAINAGE - WOVEN WIRE FENCE W/ ARCHITECT
PIPE 2"x2"x3b" STAKES, 12' OC
DRIVEN IL" MIN. INTO
HIGH WATER MARK I ^ 1 GRADE, EMBED FILTER
1 TYPICAL p w 1 CLOTH b" INTO GROUND
- 05/23/2023 1 i W1
DRAINAGE
_
_ _-- ---____-- --
-__ --- - - 1 TRAFFIC
---_._----'-------- 2- 1 .� � ASPHALT
j 1 RING > 1 BEARING
Top Coa
i 1 Base GRATE
- -_ --- - 1 1 FLOW v �,.. PIPE TRENCH
- _ ---- -- --------._ 1 1 � oo DRAIN TO
---
-----__ 1 1 SLOPE _ r DRAINAGE RING
` ----- ------------- 1 ^----- --- ---- 6 -- -- WALL 1 �, 8 -O �, 1 STONE
RACK 1 2' CLEAN SAND t _-> 1 BLEND
--- BOTTOM GRAVEL FILL 1 CROSS
----------- ----------------------J
-- BLUFF Wp,LL SECTION CROSS SECTION
_ __ 10- TYPICAL SECTION �' DRAINAGE RING SILT PENCE DETAIL TRENCH DRAIN � DRIVEWAY W
--- — , ---- i 14 12 ---
16--- 18
_ -------- 20
SITE DRAINAGE: , -- � --------�J_.--" 24—------i'i- _—
-- - - --- _2;�-------- 2S _- 0
_ _-^ PROPERTY OWNER:
Q ---- - -_ __ -- -----j-`_ __--- 30-IT- _
_ - _ --; -_____--- 32-------i - _ PETER RUTTURr4 I—I
D R# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) � _ ____ _ i: -" 34_— ___ __ DONNA R U T T U R A
(1) 8' Dia. x b' Dee w/ O 4 -
A HOUSE/PATIO (EAST) 1500 sf x .144' Rain = 2.49 cf P 253.E cf 0- -- __ - ---- 36 38 "-- SITUATE: GREENPORT W
Traffic Bearing Top - - _ - --- —_ _ _ __
HOUSE/PATIO (WEST) 1000) sf x .16b'� Rain = Ibb cf (1) 8' Dia. x b' Deep w/ Z -_-_- - -- ! --____ _ �0 -- TOWN OF SOUTHOLD
B (ADDITIONAL PATIO) 20 sf x .Ibb Rain - 4 cF 253.5 cf PEA— ------_- __ - 42 -__- - SUFFOLK COUNTY, NEW PORK ('Y
210 cf Traffic Bearing Top ow --- ^_i_____---- 4�" ---=----- F-+-i
-� 46 487 SURVEY INFORMATION:
HOUSE (SOUTH) (1) 8' Dia. x 6' Deep w/ - 50-----___- --____ _ _ FOX LAND SURVEYING
C DRIVEWAY (WEST) 1200 sF x .Ibb' Rain = 199.2 cF Traffic Bearing Top 253.5 cf - __ - -_____ - 50- WESTHAMPTON BEACH, NEW YORK
' TOP -O ��----:---------" 52-; SURVEYED: MAY 23, 2023
D GARAGE/BREEZEWAY 2000 sf x .1"' Rain = 332 cF (1) 8' Dia. x 8' Deep w/ 338 cf . . . . . . . . . . .
DRIVEWAY (EAST/SOUTH) Traffic Bearin To 5`f
9 P I . . . . . . . . . . . . . . .... . . . . DECK &
,,.1.'. .'. ` . . . . ELEVATIONS ARE REFERENCED TO NAVD 1988
. . .I.'.'.'.','�' STEPS
56. . . .. . . . . .
House, Garage and Porch Roofs to have Gutters t Leaders �?+ 25' , ' 1 iv• •� . . . .�� LOT 20- MAP OF "EASTERN SHORES"
Connected to Underground Drainage Structures (Tgp.)) .'.'.'.'.'.'.'.'.'. ( .'. .'.'. . . . . EC, T . O a' ' ' FILED APRIL 21, 19b•4, MAP NO. •4021
��, BENCH
9 g . . . . . . . . .. ... ........ ... ...' I o. .'.'.'.<. . . 2s c
gUF.FE.
8� Ring: 92.25 cf/Ft of Height . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . .'.j. . . . . . . . . �.�.'.� . . .. .�\ .
L. ....................'.'.'...'.'.'.'.'.j. . . .
. . .. . . . .1. . . . . . .. . '.'. . . SCTMU 1000-33-'f-O4
CEHL PER COASTAL --- - -'______ .'. . .'. . . 1._............._I• •_ _ ' _' -
. . . . . . .� �. .' �. ' '. _. .. - . . . . _,_ � LOT AREA: 36,203 SF (TO TIE LINE)
EROSION HAZARD BUILDABLE LAND: 21,013 SF
AREA MAP PHOTO Pool Fence ndw rd of Nqn Turf Bluffer
NO. 51-606-83 Gate t Path to odd C� I SOUTHOLD TOWN ZONING: R-40
LAST DATED OCT. PP I Trustee Approved ! I (NONCONFORMING: 20,000 to 39,9919 SF)
� 1
` Bluff Stairs, �4' Wide
28, 1991. 2� I r1 LOt 2 YARDS: (PRINCIPAL SETBACKS)
Lot � � o 1 o f o FRONT •40'
SIDE (ONE): 15'
Lot o o - jN I
Co SIDE (BOTH): 35'
I- U, 1 t- 'j '\ ', REAR: 50'
Co o j'f SOUTHOLD .TOWN LOT COVERAGE: 20% (MAX.) DRAWING TITLE:
\ 1 Co j \ ` HEIGHT (MAX.): 35', (2) STORIES
77 HOUSE: . 1918 SF SITE PLAN
` ;, FRONT PORCH: 46 SF
REAR PORCH: 191 SF
BREEZEWAY: 60 SF
GARAGE: 51. SF
__ Prer Lrne 1 � Z
'i 0
Silt Fence \ SWIMMING POOL: •450 SF
Po`olTq swat. _ . Pool Backwash \ ', TOTAL:
in Vault �''- --•, Dr9well- \ 3301 SF
ro
' \ LOT COVERAGE (PROPOSED): 15.-I 100' BLUFF SETBACK- \� '�, - Prer Line -
JOB:
DPP 0 ED AS DOTED - ----- -- \ - - - ` - - - - YARDS: (ACCESSORY SETBACKS)
Grade E\. \ �� W (LOT SIZE: 20.000 TO 39.999 SF)
SWIMMING POOL
OA B.P. �� SINGLE FAMILY DWELLING `, m :: ,.5 �'1.::�:,::::: c' \ �^ _-____ - SIDE t REAR: 10 (18 HIGH) PETER/DONNA
......... .... DW O r- SIDE t REAR: 15 (20 HIGH)
ELECTRICAL \ ' ' I _ RUTTURA
_ �0� �� .' _ ` SIDE t REAR: 20' (22' HIGH)
N / DE ' q00 SOUND DRIVE
NOTIGY BUILDING DEPARTMENT AT INSPCT1OGd REQUIRE® ,1 cRe ::`::. P�-(10 : ,.- ., ti O __--
631785-1802 8AMT04PMFORTHE ` - O "�- MAXIMUM SIZE: 1200 SF
3:5`� \. 1 . p05E+5`�3 3 J � , ► GREENPORT, NEW PORK
'� ...... ........... pR E1.• 3`' FRONT YARD SETBACK TOWN OF 50UTHOLD
FOLLOWING INSPECTIONS:
--� .........
t \ ' I ' ON WATERFRONT LOT = •40'
1. FOUNDATION-TWO REOI IIR17D ' ` - C' t 1 � ' `° ' ' SUFFOLK COUNTY. NY
FOR POURED CONCRETE �� ,� �' G o n \ , - 0 p GH t�.. " \ '�'� i SINGLE FAMILY DWELLING �, ALLOWABLE SCTM>t 1000-33-4-04
2. ROUGH-FRAMING&PLUF4?s'i`v�a ,� -; i '� 6 0� '`i; R�P '0 i i "GROSS FLOOR AREA"
3. INSULATION \,P ' ARCHITECT:
4. FINAL-CONSTRUCTION MUST "IMMEMATEL.Y ...............
" ��� :t' w`N(� r ;-
0
ENCLOSE POOL TO,CODE,t; QED , \ -a.. . ,� Q 1� a� BUI DA L 1,013 SF
r , L 13 E LAND: 2
9E COMPLETE FOR C.O. _ LOTS UP TO 30,000 SF: 3350 SF
12 FREDERICK R. WEBER
tUPON C.OMPLET.IbN1 ,5 117 N Yar I i
ALL CONSTRUCTION SHALL MEET THE \ �' ' ' ' (PLUS AREA IN EXCESS OF 41 EAST MAPLE ROAD
!BEFORi< WAT R cRBW �� E1-• 56 \ �°\ rn t__ 101 SF 41 EST MA. LE II't40
REQUIREMENTS OF THE CODES OF NEW -` s.5 , N �� 15e�bac 20,000 SF = 1013 SF x 10%)
YORK STATE. NOT RESPONSIBLE FOR510 \ ', J �� TOTAL GFA ALLOWED: 3�461 SF 52 NOYAC PATH
DESIGN OR CONSTRUCTON ERRORS
8 ,A ,'' �_--- WATER MILL, NY 11914
, k
gtde15�tba�
PROPOSED TEL 431 154-5555
(Clat $, �Jc.o; Ula\k c �a, TEL FLOOR AREA"
\ fweberarchitect9gahoo.com
\ '••� O�jlr � 56 COMPLY WITH ALL CODES OF ��� ,
NEW YORK STATE&TOWN CODE'S All exterior lighting N e : ,. , Curbs PRO NON , \ o
�� IST FLOOR: 1918 SF
(r� f5i �� ... ....1..,�%'�,an 81oc �, D R \p 14�
-+ lAcc'es GREATER THAN 14 . 115 SF SEAL
AS RE�Ql11RE®AND CONDITIONS OF installed,replaced or --� i "' \\ vE�p,� ; ,' ,aa p 2' G�\, \�� SOUTHOLD TOWN ZBA repaired shall conform e\ :
5urfac�� , B 9 iR 6a1 , q cRg; 2ND FLOOR: 13b3 SF
S H to Chapter 172 w 54 , ! D Grat Oave\ +54 . 13
o O '� i� „ „\, ib} F Ef- f5etba�k� TOTAL GFA: 3456 SF
_® � •
N ' \ \ I C.I. F \ , r,
G BOARD O 1 1 C.\ Grate q'
of the Town Code :w a
z i z \
`I. a, ---- _ Blower-` -- a
SOUTHOLD TOWN TRUSTEES � � 4
- ' C_ _ _ _
eggl _T ontrol G ner •••....'� \.
03 ,>
I/A OWTS Panel
SAKI P� \ I ii
TREATMENT , \
TANK
C 8 - - EXISTING CONTOUR
\ Cp _-- ', \ _ REVISED CONTOUR OD E C E g ly
:a 0 „
- ----------
8
\�11 in O m. '
a s ____: _ _ _ 8 NEW CONTOUR
C �� C� tdew York State Law _ _ -
1'ou Must Call 811 �' p-'_ _ _ - - - ---------
AUG- �Y i
? ; 4pN' R `-,(1) EXf'AN51 LEACHING GA1LEYS_i �. . J II, 2025
MURMUR -- H SEP 1 0 Stair, NoteJUNE 2'I, 2025
Before You Dig 1-----`---" 2025
ROA 5 \ i�EN '" n 52 -_J__- 52 .�Frame
�� ����^AT _ APRIL , 2025
VATf O �j oe 1 1\.4� Valve rate — -
C. ._•—_, DRAWING SCHEDULE .. REV.: JAN 2q. 2025
ANGL OO.O \,q4w Bo �� -_ 50 -,�� LJr�lf trYr !`�f9f°�sr rsrt
5� C= :�}� Water vn tea'So(ifl�oId
OF OCCUPANCY N85 35 10"E I ' SB5 3,- Hydrant 0:)
DESCRIPTION DATE: NOV 14. 2024
uttuty
.�' OF P
50 AVEMENT le EDGE 9 SWI SITE PLAN
'-"��-fir^ SCALE 1" a 20'
Connect to Be;gtan Block Apron SW12 PLAN t SWIMMING POOL SECTIONS
100' TO McCANN LANE Existing Water Main JOB NO: w202301
ACROSS THE STREET Conne I t to Extended SW3 FOUNDATION PLAN
Gas Main (Approx
150' to the West) DRIVE DRAWING NO.
RETAIN STORM WATER RUNOFF SOUND TRUSTEE NOTE: NO EXISTING TREES ARE TO BE REMOVED
PURSUANT TO CHAPTER 236 � ` F
L
A
N NORTH THAT ARE LOCATED ON THE BLUFF FACE
0E THE TOWN C��E. I NO EXISTING TREES ARE TO BE REMOVED
WITHIN .THE TRUSTEE JURISDICTION LANDWARD
v 1" = 20'-0" OF THE TOP OF BLUFF WITHOUT TRUSTEE.
c
APPROVAL (EXCEPT THOSE IN THE AREA OF SWI
THE PROPOSED POOL CONSTRUCTION). THIS
SINGLE FAMILY DWELLING IS NOT TO RESTRICT THE REMOVAL OF "BRUSH"
VACANT TASKER LANE OF 5W3
POOL ELEVATION WILL NOT BE MORE THAN 6"
McCANN LANE ABOVE FINISHED GRADE.
I
-------------
FREDERICK
ROBERT
WEBER
ARCHITECT
jot n ene
� 1 Blunm,e.
II I Rarda Rat
30 O it Be"a Beam File
, ,TW a I
10'-001 8'-0" IT-O" jo /2" Bad Bed to VX o•
to I
Note: Grade Within C of I—'o—'� ela.ataw Pn,n HOUSE
Retractable _ To of Bluestone Pool Coping POOL .�eP gg Oren 4.Rat.P CAY_Slab PATIO
Pool Cover cn cn i� ih P P 9
, FF
.............................................................................................................................. .:.
J.I............. �•r� ....................................................m..e.te:.r � ....................................
---------
seat .
�
•i Heu+dBleb �i;•
b d _ GJNITE
p M p POOL -J r__, b
1 I _ I j __ I G nta j' I P RCwci Won
u, LO u, Walk Out - Shallow End I° I
M J
1 / °� 84fa Erd _ — � — Pod �° I Rpd Iwiehar 1 j
r_�_r_ —��O •ter—r—r—r^.—v—r—r—r—r—rr—r—r— —1--°--°--r�O °40 I I° w I
I\ Dee End - Q r 4 T6&1W.3/1'Gnvel Beee
a—.- -e—''..�.—a�' I I•
��—�—
4" Thick (Min.). 3/4" Gravel Base � I'
SECTION A SECTION E3
I I r
II W
1/41, - I'-O" I IP
I II
F
I II
O i
i
\ p
sW2
\ '
I I \ (3) Returns 12" Below Beam
I I I
Bench Walk Out
SW2 100
R �-
II /
I I Main Drain Gurnte
Qty. 2
(Auto—I
,. Covet 5'-3" Depth � Slope 3'-6" Depth •`''�. _ /�( ��
XII/_ IX ION 10'-0" 8'—O"
C7 DRAWING TITLE:
-6" -01, 1'- 11
331_411 2 6
lo
SWIMMING POOL/
5' 12"
011
PATIO PLAN
N I �- 12° _ I I ' POOL SECTIONS j
l i I Steps 12,1 I W
LU
J Z I I I swim Out n n u " 1` ' �"`•,` a �' Z
o I I ---- - 12 12 12 1.4
wIn I 0 ____ _ Skimm r Proposed Blue tone Pool Coping O Skimmer Grade Eli +55.63' o I m
'- I -
a- I I Location of Proposed Patio Coping I a JOB:
lieN I I iI — — Possible Ex ansion O
LU I -—' of Patio to Extend o
�'- " I'-6" 13' o° r-6" -0" ....... ............ ........ ...........��I. ................. ........ ........... ........ ............. I SWIMMING POOL
.... ................. ........ ....... ........ ........... ........ . Outdo r KI then
v Q I Loc tion p rovePatioCpg ropos d Liner Drain (Stainless St el) . .............. t. PETER/DONNA
....... ........ ........... ........................... . . ........ ........... ......................... ........ ........ ........................
U RUTTURA
_
900 50UNO DRIVE
8'-4" r- 61'-0" GREENPORT, NEW YORK
ous Widith)
.. ........... .............. ................. ................. ........... .....
I I Stone ICoun er TOWN OF SOUTHOLD
Locatio of ApprovedCoping 4 Cou t.ert SUFPOLK COUNTY, NY
................. .............. ...... .... ................ .............. ........... ................. ................. .............. ........... ........... T I SCTM# 1000-33-4-04
BI es one fVers
III'-8" E +6613' ARCHITECT:
(Gable Above) Gable Above) Grdl I —
12'r FREDERICK R. WEBER
j Gas onn�ction I •41 EAST MAPLE ROAD
GREENLAWN, NY 11140
I
52 NOYAC PATH
WATER MILL, NY 11914
TEL 154-5555
weberarchil te tmgahoo.om
FQ]- -- - - --- -- - On
-_---__--_-_ ------__--
I I A P P A -
I 17 � �+: �
EORCH LL .�
Bluestone Pavers
I, Dn
l _m A HOUSE INTERIOR AUG(�
FF El +56.54' I I JULY 121,2025 2025
P
JUNE 25. 2025
�I I APRIL 24, 2025
REV.: JAN 29. 2025
I
6 I I
DATE: NOV 14. 2024
SCALE : 1/4" - I'-ON
Li
P A I I JOB NO: w20230'1
. I I
DRAWING NO.
I I I
I I I
SWINHING POOL / PATIO PLAN
I ISW2
OF sW3
i I I I
I I I
1 i
�I
j
FREDERICK
ROBERT
WEBER
ARCHITECT
W
W
H
' w
NN
� NN
Seat Walk Out
_________________ ---____--__--____J
Auto I j
Cove 5'-3" Depth V-0 Depth
o
DRAWING TITLE:
i
SWIMMING POOL/
r- ----- I,_ " PATIO LAYOUT-
FOUNDATION PLAN
IF————————————————— --
I I F---------------
_________ Provide Expansion Joint Steps
Gurnte Wal Between Gunite ;Walls of I i i r————————————— Note: IT Coping .on Patio Edge t
Swim Out I of Pool Pool t Patio Foundation Mall I I 12" Coping on Pool Wall
= i
---e --------------------- ------------------------------------------!-------------! ---------------------------------------------,
------ ----- ---------------------- I JOB:
---J I Drop Foundation ---------------------------!-----------
8" Patio Foundation Wall a Skimmer I I I SWIMMING POOL
t PETER/DONNA
I I = Wall w/ Footmg I i RUTTURr4
-- I
-o" 8" 6'-2" I'-6" 13'-0" I'-6" 7'-0" °,0 I ____ 900 SOUND DRIVE
Pr�
--
GREENPORT. NEW YORK
8' 9'-0 " 9' 6 2'-0 9'— " 9 -6 " — `2 -0 2 -0 2 -0 2 -0 TOWN OF SOUTHOLD6 6
SUEEOLK COUNTY, NY
SCTM# 1000-33-4-04
TxT P. Conc. IIII I
i - Pier to Support
t
Patio Slab , I ARCHITECT:
� � I I r �c
88-4" FREDERICK R. WEBER
41 EAST MAPLE ROAD
I zo 9" Remf. P.
C onc 35 GREENLAWN, NY 11'40
vers 0 I a 52 NOYAC PATH0 i12' O 13' " -4- " � WATER MILL, NY 11914 F 1, -ti, --
Slab Above w/
i 8" 1-10" -� TEL 431 '154-5555
I I fweberarchitect9 ahoo.com
I I House Foundation Wall and Footing I I I
r --------------- ---------- --- --'---- ------------------------------- ----------------------' ��—
SEAL
--- -------- ---- ----------- --------------------- �------------ I s ` "I = I r--------- , r-- -i , I r r u q.
_v- I I cil I 10 I I I t----- i------� ��` �� Ka
'----------- - I ——I—
i
l0' I 331_6" L_
,-4— J = I I
I
.................
AUG 11, 2025
L _ _ rJ , I i BASEMENT I I I
I I I I I I JULY 21, 2025
o I I I I I I I I I JUNE 25. 2025
I i i I i I APRIL 24, 2025
L-- I REV.: JAN 29, 2025
DATE: NOV 14, 2024
I �-------- — _ -------' r------�
rl I I I SCALE : 1/4" 1'—O"
- ------------- --- ( ---- -- I
JOB NO: w202301
—.—_�
I
DRAWING NO.
SWIMMING POOL / PATIO FOUNDATION SW3
1/4" = I'-0"
OF SW3
i
I
i
_ 5 as 55
A_
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4 •�
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