HomeMy WebLinkAbout42085-Z ,rc-r Z
SUFFOI G Town of Southold 4/10/2023
y� P.O.Box 1179
o -
o .� 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39462 Date: 1/22/2018
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 975 Westview Dr.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.-1-4.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/18/2017 pursuant to which Building Permit No. 42085 dated 10/24/2017
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:
ACCESSORY IN-GROUND SWIMMING POOL,FENCED TO CODE
The certificate is issued to GCG Bayberry LLC
r
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42085 01-17-2018
PLUMBERS CERTIFICATION DATED
Au o 'ze Si ature
t� TOWN OF SOUTHOLD
!; BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
dol ,� Baa
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#: 42085 Date: 10/24/2017
Permission is hereby granted to:
GCG,Bayberry LLC
81 Harvard Ave
Rockville Centre, NY 11570
To: construct an in round swimming g pool as applied for per DEC and Trustee approvals.
At premises located at:
975 Westview Dr., Mattituck
7
SCTM # 473889
Sec/Block/Lot# 139.-1-4.2
Pursuant to application dated 10/18/2017 and approved by the Building Inspector.
ji
To expire on 4/25/2019.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
$300.00
Building Ins r__
t
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
!� APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must'be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I Wlead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6: Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly coinpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Bailding Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy- New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessorybuilding$50.00, Additions to accessory building$50.00, Businesses $50.00
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building:
r/_ g g (check one)
Location of Property: ,i / Ws4ye•r tT
House No. Street Hamlet
Owner or Owners of Property: C
Suffolk County Tax Map No 1000, Section Block 1 Lot , o
Subdivision Filed Map. Lot:
Permit No. S Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
X
Applicant Signature
ii Certificate of Compliance
i= CERTIFIED ELECTRICAL':INSPECTIO'NS;
o, C F:;188PARK"
AVE
NUE
AMITYVIL' L-E-
1701
- P: (631)598-5610 i ;l JAN1' 9 2018' f
. ... ..... .__... + '
,CERTIFIES.THAT'; _ „i
_pon-the application of UP'
n remises owne' -
1i -,GC Electrical Inc., ' GC,G.Baybe`rry:-_= ; :tlIWhTOF,_SOYJT�®
T- '-102;Keyland,Court975 Westview:Drive°
- �� `Bohemia, NY 11716 +. _ Mattituck NY,11
952
-
(° Located at: 975 Westvi w ' •` l c;_
- s
a Drive
'-' Mattituck, NY-11952` a x-,+l �T l'p _F,, , — == ; t --1s+
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#' -48478`h_Cetficate#_ 1848478'_- _'j 11 Application- m8
_2909ME' ;�,!ElectricalLicense
-
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_ l -Section: -_Block: Lot:' Building Permit-#. 42085 i l
Described as a Residential,occupancy';,'wherein the-premises-electrical system consisting of
j( electrical devices and wiring, described below, located ih[6n the,premises'at:_ =,_',
Inground Swimming`Pool '
A visual inspection of the premises electricah system;limited to'electrical;devices an wiring to„
the extent detailed herein; was conducted in accordance with the requirements of the applicable
' code'/or standard promulgated by the State of New York,: Department of.S_tate`Code' nfbrcem6nt
and-Administration, or other authority having jurisdiction,,and found,to be in compliancether'ewith. r
" on the, 17th day of January 2018:''
I Name +,
f` GFI-Receptacle.-'-15Amp; 120V - ;=_i "r' �- `''_' ;',' ___ ' -=
it = Pool Key Switch.,-;20;Amp; 120V, ',
= Pool:Panel =80 Amp-=240V- it
Pool Light Fixture . 15 Amp, 120Vz� ;1a 7
f Pool,Receptacle -_-20'Amp, 220V 1 _4 F j '
it - Swimming,Pool bonding',
Electrical Inspector:Anthony Gi'oManol ;`'`` i-,' _,r
( i + 117-:ZVdCAJ.iiii
t -, -,tt - -,. �.`���� r,..--•`' iii �l j
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r i T ai APPROVED=�= _
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This certificate is not vali&unless raised,
s6
_-
OF SO�lyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ /FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 1 S -�
DATE INSPECTOR
rf SO
o�� UTyo
ifS_ Ag
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL t"JIlt'
[ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1I 1A 1191 INSPECTOR
FIELD INSPECTION REPORT DATE CO
l I is 4, �
FOUNDATION1ST
( ) CIQ y
------------------------------------
C
FOUNDATION (2ND) E4
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0
ROUGH FRAMING.&
PLUMBING y
�7
INSULATION PER N.Y.
STATE ENERGY CODE
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FINAL
V2
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARtMENY " rr` T`' •
Do you'have or need the following,,before applying?
TOWN HALL . Board of Health
x:;SOUTHOLD,NY 11971 3 sets of Building Plans
I�zTEL: 7654802 Survey
PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
V
Trustees-
Examined—
rusteesExamined t' � •� 2011
t � � \% �r' Contact:
Approvedj • ,20��. D I 0
Disapproved a/c $� OCT ,1 8 2017 et fits 14 S5jef
Phone: &3I'_t(14 - ?VS- -Cxk. L
BUILDING DIJPT.
'TOWN OF SOUTHOLD
Building Inspector
APPLICATION.FOR,BUIL••DING.PERMIT,
Date , 20__L7
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter•or in,ink and;submitted to the Building Inspector with 3
sets of plans,accurate plot plan to scale.-Fee accordiiig to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or-public streets or
areas,and waterways.
c.The work covered by this application may not becommenced before issuance of Building Permit.
d.Upon-approval of this-application;the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No.-building-shall-be occupied or used in whole or in part for any purpose what-so-ever until'*a Certificate of Occupancy
is issued by the Building Inspector.
it •
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone`Ordinance 'of the.Town ofSouthold; Suffolk!County;l New,York,and other.applicable Laws,Ordinances or
Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with,all applicable laws,ordinances;building code,housing code, and- gulations, aft&to admit
authorized"inspecfois on p emises,and,in building for necessary inspections.
„(Signature.of cant or e;if a corporation)
a2t Wkj— Pcaca /17W
,(Mailing.address of applicant),
State whether applicant is owner, lessee, agent,architect, engineer, generaIxontractor, electrician,plumber.or builder
Name of owner of premises eaq6e4ci
(as on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. - 44T_
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
# 9.15"
House Number Street Y,-?1/110 iH a&fet3 A AD F1 N1
County Tax Map No. 1000 Sectionnn �� i ► '-t'a t:i !�� , f
Block :Lot �.
Subdivision_ Filed Map.No:,,.+,i . i. , , Lot
(Name)
h
21. State existing use and occupancy of premises and intendedMW-we-0
d occupancy of proposed construction:
� � 7�. f3
a. Existing use and occuptancy�.. 6-kyv
b. Intended-use and occupancy 6i e,,+A-L- 9 PmQ
3'.. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work=_I nS no,)n-,o Vi All( C
'1 `. 7 t C
4' (Description)
. Estimated Cost „
V (to be paid'on filing this application)
5. If dwelling,number of dwelling units N Lr of dwellinguniis on each floor
If garage; number of cars
6. If business, commercial or mixed occupancy, specify natarje'and xt4Lntjgf,-hitype of use.
7. Dimensions of existing structures, if any: Front J��. :Rear Depth 3o
Height Number of Stories a
Dimensions of same structure with",alterations•or,additions:,Front t Rear
Depth Height Number of Stories
28 '
8. Dimensions of entire new construction: Front � �XJZ PJOLRear Depth 3k
Height Number of Stories
9. Size of lot: Front( 23) Rear 'Depth -260
10. Date of Purchase Name of`Former'Owner ,
11. Zone or use district in which premises,are situated" '
12. Does proposed construction violate any zoning law, ordinance or regulation: NQ
13. Will lot be re-graded c ,Will.excess%,fill,be removed,.from,premise YE NO
2 n
14. Names of Owner of.premises .. � Ad'dress.-7 Womhv l( Ka Phone:No.631-25T- 3798
Name of Architect AAddtess -Phone'No
Name of Contractor vc YJmSAddress�i �x,2�+ Phone No. a_S1-7-K4-71 R
Hi 0eA_ RaCQ
15. Is this property within 100!feet of a tidal wetland? *YES NO
• IF YES, SOUTHOL•D TOWN TRUSTEES PERMITS MAY BE REQUIRED
16. Provide survey,to scale,-with accurate foundation plan and distances to property lines.
17. If elevation at any point'on property is at 1 U''feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF l �, moi,,
�1 h�►� V�W�f-S being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) abov
e named,
(S)He is the
(Contractor, Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the workVill be
performed in the manner set forth in the application filed therewith.
Sworn to before me this i
�- day of bA,(- 201
kj (�
otary Public Signature o plicant
MARGARET A. KIDNEY
o Notary Public-State of New York
No. 01 K160211 1 1'
Qualified in Suffolk County
My Commission Expires March 8,20id
E
NEW YORK STATE l"1EPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-473'•-03947
PERMIT
Under the Environmental Conservation Law ECL
Permittee and Facility Information
Permit Issued To: Facility:
CHARLES M TH( MAS THOMAS PROPERTY
206 LINCOLN ST 975 WESTVIEW DRISCTM#1000-139-1-4.2
RIVERHEAD,NY11901-0877 MATTITU CK,NY 11952
(631) 727-7993
Facility Applicah,4,n Contact:
7MO ENVIRONM -NTAL CONSULTING
PO BOX 447
QUOGUE,NY 11 59-0447
(631) 653-0607
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: MATTITUCK
Facility Principal 2efererice Point: NYTM-E: 706.7 NYTNI-N: 4541.4
Latitude: 40°59'51.4" Longitude: 72°32'32.8"
Authorized Activi y: Construct a new single family dwelling with decking,pool,pervious driveway,
dry�vells and septj .system in the Tidal Wetland Adjacent Area all as shown on the attached survey
prepared byNathai Taft Corwinn III,dated 6/15/16, stamped "NYSDEC Approved" on 10/4/16. SAP 1-
09-014
Permit Authorizations
Tidal Wetlands - Jnder Article 25
Permit ID 1=4738='3947/00003
New Permit Effective Date: 10/4/2016 Expiration Date: 10/3/2021
G
4 NYSDEC.Approval
By acceptance of his permit, the permittee agrees that the permit is contingent upon strict
compliance with he ECL,all applicable regulations, and all conditions included as part of this
permit.
Permit Administr,-;or:GEORGE W HAMMARTH,Deputy Regional Permit Administrator
Address: �;� NYSDEC Region I Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790 -3409 /
ire: Date
Authorized Signa-
Page 1 of 7
r
Scutt A. Russell .�°Sum
SUPERVISOR
1\M1A\N A\ G 1E1\M[1EN`]F
SOUTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUrHOLD,NEW YORK 11971 ' O r�r Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
FJ AN 4 2017, ( TO BE COMPLETED BY THE APPLICANT)
-- •----DOES`-TITIS-I'MJEC'r—INVOL OF—TI3E—FOLLOWING:
Yes O (CHECK ALL THAT APPLY)
9E] A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
! ❑ B. Excavation or filling involving more than 200 cubic yards of material
❑ldwithin any parcel or any contiguous area.
c. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
El❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
qE] F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind 'replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building DepartmcnLviihyouur Building Permit Application.
APPLICANT. (Property Owne D sign Profc—mional, gent,Contractor,Other) S.C.T M. = 1000 Datr.
�— District
NAME C&I aL 4.2—
Section
.2 -Section Block Lot
FOR BUILDING DEPAPTMEiNT t'IS1: Oil- l'
Contact Information
--�— .76•�w�urnen
Reviewed By-
- — — — — — — — — — — — — — — — — —
Date:
Property Address / Location of Construction Work. — — — — — — — — — — — — — — — —
Wei;1,�1/4W'1'j ❑ Approved for processing Building Permit
tor iat
Swer Management Control Plan Not Required.
Slormwater Management Control Pia„ s Required.
(Forward to Engineering Department for Review.)
FORM ' SMCP- TOS MAY 201 a
I
APPLICANT I �
)Property Owner Design Protession�l,,Agent,Contractor,Other) S•C•T•M. ': 1000 aos .� CHAPTER 236
s
NAME. Stormwater Management lControl Plan CHECK LIST
�kAYI"L tt(ilWU4� Section Block Lot y z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application,
�Z� Q3 Date: o * The applicant must provide a Complete Explanatlon and/or Reason for not providing
TtkplgnsMun,hen1 �. all Information that has been Required by the following Checklist!
r
I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Itm, Please Provide Justification Here!
show all of the following items: Y NO NA If you need additional room for explanations, Please Provide additional Paper.
a Location.& Description of Property Boundaries
b. Total Site Acreage,
c. Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as.required by §236-1702).
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EROSION&SEDIMENT CONTROLS
`e. Limits of Clearing & Area of Proposed Land Disturbance. ShalLunclude but not be lima ed to:
f. Existing & Proposed Contours of the.Site (Mlnimumzincervals) maintained s .0 ion Entrance
g. Location of all existing & proposed structures, roads, Silt biliion &
driveways, sidewalks, drainage improvements & utilitles.
h. Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
I Location of proposed Swimming Pool and discharge ring,
J. Location of proposed Soil Stockpile Areas.
k. Location of proposed Construction Entrance/Staging Area(s). DRAINAGE
REQUIRED
I. Location of proposed concrete washout area(s). C1N5PFC11Q1YS AR
ontact
TO Engenatzr,
m. Location of all proposed erosion&sediment control measures. Backfill- - IJU before
�. Stormwater Management Control Plan must include Calculatlons�showingth e i Ieation
that the slormwater improvements are sized to capture,store,and infiltrate a e t0
on-site the run-off from all impervious surfaces generated by a two(2"1 inch Code.
rainfall /storm event I
3. Details 8 Sectional Drawings for Stormwater practices are required for approval.
Items requi-ing details shall include but not be limited to: l
a Erosion & Sediment Controls. V ?5:Z,r;p 0"rij3I
b Construction Entrance & Site Access. 0
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0
d.. Leaching Structures (e. . infiltration basins,swales,etc.)
l tett. L.NGINL::L.I-1lNG PAIZ"I'MENT USE ONLY
Additional Information is Required.
Reviewed d eBy.& I Stormwater Manageme t ConSbT 9 complete.
Approved r
®
i -
- - - - - - - - - - r -TeVVNQF-SOUTH= -
- -
Stormwater Management Control Plan is Complete.
Date: -( -/� SMCP has been approv Id by the Engineering Department.
FORM " SWCP Check List - TOS MAY 2014
o�pf S0�1�0
op
Town Hall Annex WTelephone(631)765-1802
54375 Main Road `" { 659502
P.O.Box 1179 G y roger.richertt�fov n southold.nv.us
Southold,NY 11971-W59
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: -(age .A- Date: 1H 7
Company Name: C,1�C
Name:
License No.:
Address: a 2 ww,b Com. I
Phone No.:
JOBSITE INFORMATION: ((*Indicates. required information)
*Name:. &Qqheaq
*Address: qW OAyi& f-
*Cross-Street: Ern P, 2 9,0
*Phone No.: i -2'S-?. 3-7 q _ P,,tij
Permit No.: If2 0 9
Tax Map District: 1000 Section: j 3 Q Block: I Lot:
*BRIEF DESCRIPTION OF-,WORK(Please Print Clearly)
(Please Circle.All-That Apply)
*Isjob ready for inspection: YES NO Rough In Final
*Do you need a Temp Certificate: YES / O
Temp information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 3001 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH-APPLICATION
1
82-Request for Inspection Form
SO!/r�,Ql
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 Q
�y�DUNTY,��
January 18, 2018
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
GCB Bayberry LLC
81 Harvard Ave
Rockville Centre, NY 11570
Re: 975 Westview Dr, Mattituck
TO WHOM IT MAY CONCERN:
The Foil 'ng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
ectri I U rwri s Certifica — all 765-1802 to s ction
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 42085 — Swimming Pool
i
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7 SUFPOLK =�y+`TY EPT OF FQ7
ORV
F tilt t �G CONSUMER FAIRS
( STAR R - _ • - _,
ELECTRICIAN
i
f
TH
R_ � . . I
iC ELECTRIC INC
-
y Date. Issued
ME
1 0/04/1982
EmXPRATI,DN DATE 10/01/2019
r
AP R VEDAS NOTED
D CO"��+, 1• ,:;�!7'F1 ALL CODES OF
DATE:( Z� B.P.# a
NE—VV `r'C r, C STATE: & TOWN CODES
FEE: iBU
BY a 'AS REG'j;RED AND CONDITIONS OF
N0TIF ILDING DE PF
F ER THE
765-1802 8 AM TO 4, M. — SOUT+ OLD TOWty ZBA
FOLLOWING INSPECTIONS: _ _SO�'THOL^TOV;!N PLANING BOARD
CONCRETE
1. FOUNDATION -CTWOQUIRED
FOR POURED SO THOLO TO"ANTRUSTEES
2. ROUGH - FRAMING & PLUMBING N.'Y•S DEC
3. INSULATION
4. FINAL - CONSTRUCTION .MUST
BE COMPLETE FOR CO.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. ��E �S U N LAII VW
F�
° WITHOUT CERTIFICATE
OF OCCUPANCY
CAL
AIRED RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
"1MIUIEMAT
.. ELY a
ENCS_-Sr- POOL TO'CODE„
l.-TION
E?tFOFsE ";IVA ori"
A
�1
SNwr ere Rohn=
B ® B ,�u
E F '
ro nu, Fran
FOfar R Prer�p
To Irasb/ — �To �
�
oll
�7
Red Mlos Foci Plan " Piping Arrangement
wa
wyl H R"42"
Section B—B
H
1 0"
Section A—A Typical Wall Section
SIZE A B C D E F G H AREA CAP.
FEET FT. FT. FP. FT. FT. FT. FT. FT. SQ.FT. GAL. PraaLe.e
16X32' 16' 32' 8' 14' 6' 4' 4' 8' 512 19,000 _ q7,5
r r r
16 X36 16 36' 12' 14' 6' 4' 4' 8' 576 21,600 POOL�k SPA CE[v M
18'X36' 16' 36' 12' 14' 6' 4' 5' 8' 648 24,300PERMACRETE WALL SYSTEMI-'�` l/G�C �
929 Route 25A Miller Place NY 11764 cKy
20'140' 20' 40' 16' 14' 6' 4' 6' 8' 800 30,000 (631) 744-7185 FAX (631) 744-0174 J 8� 379 �qb�
24'X44' 24' 44' 18' 14' 8' 4' 6' 10' 798 30,000 Suffolk License #4436—HI
24'X48' 24' 48' 20' 16' 8' 4' 6' 10' 900 30 000 Nassau License #HI7445OOOO
50•p0�
S SURVEY OF PROPERTY
SITUATE
RO N TYPICAL STORMWATER UNIT
(TOPS TO BE TRAFFIC BEARING) MATTITU C K
N OE (NOT TO SCALE)
-g R, CAST IRON INLET FRAME a COVER (FLOCKHART fe351e TYPE eB4D)
OR e'THICK REINFORCED CONC. TOWN OF S 0 U T H 0 L D
FINISHED GRADE
BEARING SLAB SUFFOLK COUNTY, NEW YORK
1. 1000
S.C. TAX No. -
= PIPE FROM ROOF GUTTERS 3 9-01 4.2
SCALE 1 "=20'
Au SAN/4• _ 1_1,2• STONE JUNE 1 5, 2016
~ LEACHING RINGS U NOVEMBER 30, 2016 REVISE PER SCDHS NOTICE No. 1
REINFORCED PRECAST CONC.
3.�. 4000 PSI O 2e DAYS 3'-0'
min.)
o�� 41 (mM') TOTAL AREA = 21,321 sq. ft.
(TO TIE LINE) 0.490 ac.
1 E UPLAND AREA = 20,097 sq. ft.
' GROUND WATER
Im
DRALEACE SYSTEM CALCULATIONS. LOT COVERAGE DATA 'OVER UPLAND AREA
C 1 ROOF AREA: 1,740 sq. ft
. 1 {, 1,740 sq. ft. X 0.17 = 295.8 cu. It. DESCRIPTION AREA X LOT COVERAGE
i LA N 1 = n 295.8 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required
PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS HOUSE W/ PORCH 1,737 sq. ft. 8.7X
14.6 DECK
Irp2 v DRIVEWAY AREA: 860 sq. ft. 285 sq. it. 1.4X
1 � � \ g 860 sq. ft. X 0.17 = 146.2 cu. ft.
146.2 cu. ft. / 42.2 = 3.5 vertical ft. of 8' dia. leaching pool required INGROUND POOL 648 s ft. 3.2X
PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE q•
-
1 � TOTAL
0/1 ETO / ` \ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: --- 2,670 sq. ft. 13.3X
1 x \/
TEST _ ,� PROPOSED 8 DIA. X 4 DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS:
\ �•:.a..•y
^ x
Zn
o
PROPOSED SEPTIC SYSTEM DETAIL
s+: ::. ••:•...:: : \ HOUSE (NOT TO SCALE)
9
ELEV. ]A,`�' FINISHED GRADE
. x FINISH GRADE
FLAG - �� \ �\\. Q.. \ - •.. ELEV. 13.5' ELEV. 12.0' TEST HOLE DATA
M6 ` ` ` •• :' 1, CAST IRON COVER TO GRADE PRECAST;REINFORCED CONCRETE COVER
�• +A 24'dia. LOCKING, WATERTIGHT k INSECT PROOF
\ BURIED DEEP min. 2' DEEP max. (TEST HOLE DUG BY MCDONALD GEOS 1 NG ON NOVEMBER 25, 2014)
v \
\ ` :.. - ..: "� I y'f.z �. O TOP EL. 12.4' 18'.MIN. TOP EL 10.5' .. V MIN. o'
::....
MIN. 4 DIA. 6' BROWN SANDY Law OL
X22
\ ` I :{: ; .'? :: ' ' r i s oG •,�s SEPTIC LEACHING LEACHINGT 3' CLEAN Dom'
A'
APPROVED PIPE TANK APPROVED PIPE
: : a'i INV. EL. GALLEY
I :::::::::: ::::::: :. .
\ o \• J,N N%_ 11.6' min. PITCH 1/4"/1' VINV. u� min. PITCH 1/8/1' o GALLEY ? SAND PALE BROWN SBT ML
EL. 11.2' o COLLAR
gg 1 , p INV. EL 9.7
�' :: y 8• INV. EL.
8' . BROWN SILTY SAND SM
tt }�-- 7^? }f--'-8•• �--,8'a -++} •Z w HIGHEST EXPECTED GROUND WATER 4'
. •:•::�:: :•::•:�:�::i:•:'•:•.�.;•::.:�:.�:::::.:: • :' PALE BROWN FINE SAND SP
EL 3.0' HIGHEST EXPECTED GROUND WATER
11 A4 X
` / v SEPTIC TANK (1) BOT. EL. 5.0' BOT. EL. 6.0' - 1D.4' 1' ABOVE AVERAGE HIGH 1VATER MARK
O :: ELEV 0.0 GROUND WATER EL
0.0. 13.4' HIGH WATER ELEVATION 2.0'
1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS.
x� \
a •�� ;.:.:,:� :::i�;:;:;•;:.�:•. �!. 1 TANK; 8' DIA., 6' HIGH (5' EFFECTIVE DEPTH) LEACHING GALLEYS (4) WATER IN
� 1 � 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 000 psi AT 28 PALE BROWN FINE SAND SP
6 -+ it}: F DAYS.
5'a 1024 .:;:; \A'::: ::.::`,�' / 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 ft SIDEWALL AREA.I 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4'. 4 GALLEYS; C DEEP, STEM 4.75') 17'
f�� O' \ �II ::;,':.. �':;?:: p• / -,y ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 paf. 2, LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( )
I , \ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4') 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
co W '
� .' ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL
• 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED.
5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED.
x s
Z ' 1 x 1 \ z rn
XAV
_VI x7j ���} NOTES:
rn �P �� / / �jo ` 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: XLX
O \ co EXISTING CONTOUR LINES ARE SHOWN THUS: - - -- - � _ - •_
y l 1 I
100 / / 70 / t�' Q S� PROPOSED FIRST FLOORR LINES ARE SHOWN THUS:
F.�L E FLOOR
'� x� I ' �' /9� LU W F� TB - TOCP OF BULKHEAD
So � HAY BALES 2'x2' STAKES > N ,Z�� TW - TOP OF WALL OM OF BULKHEAD
(TWO EACH BALE) 8W - BOTTOM OF WALL
x-M TlIo1� QsFLOW
- GRAD U 2. FLOOD ZONE INFORMATION TAKEN FROM:
rn \ I ��� COMPACTED E FLOOD INSURANCE RATE MAP No. 36103CO481 H
DRAINAGE
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
Qt \ ' I I ' 406. 1 �i��S BACKFILL
INS p ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
(� c \ dF S�� �y . ,{ 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS.
A2 �° py 1 TANK; 5 LIQUID DEPTH, 8' DIA.
1 x\ , . \ goo MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.
BALES TO R SET 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP
\ \ \ IN 4' TRENCH
\ ��' \ CIP 50' MIN. �N
oR TO BE SUFFICIENT To FARRIER O INLETS r 1
\ 1 KEEP SEDIMENT ON SME sroRrl►drER �A►�cE aNr Noras: L__J PROPOSED FUTURE 50% EXPANSION GALLEY
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION
I \ \� SUFFOLK COUNTY DEPARThIENT OF HEALTH SERVICES I HAYS�'� MATERIALS SHALL BE CONFINED TO THE UNIT OF CLEARING ,
SILT FNc AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ® PROPOSED 8.5 LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY
PERMIT FOR APPROVAL OF CONSTRUCTION FORA $ 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
• �J \ ' A CONTINUOUS UNE OF SILT SCREEN (MAXIMUM OPENING OF
SINGLE: FAMILY RESIDENCE ONLYbi U.S. SIEVE *20) SHALL BE STAKED AT THE LIMIT OF CLEARING O
EI STEEL OR wood AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PROPOSED 1,500 GALLON SEPTIC TANK
POST TYP. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS
�� \ �� p �}• EXTRA STRENGTH FILTER FABRIC ( )
l I _____ REQ'D. WITHOUT WIRE MESH SUPPORT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL
1 Oh 0 --------- DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS
ZO` �,�� DATE Elz`
/ .5, REF. N0. �Q V O I N 10' MAX. O.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 4. ALL HOUSES WITHIN 150 ARE CONNECTED TO PUBLIC WATER.
r ' / O j w/ WIRE SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
�1 �V 6' MAX. O.C. SPACING SCREEN IS REMOVED. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
APP ROVE n / �v /ti/ W/O WIRE SUPPORT FENCE ;„ 3. PRIOR 70 THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
:•.! A CONTINUOUS ROW OF STAKED STRAW OR MAY BALES SHALL
FOP, 1�9/iXIh1U6t OF -,4: ,. .; •f BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJEC
130
IIEDROOms SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES BY NEW YORK STATE AND/OR NAY BALES AND/OR •}••� ;.,? g(�01f SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS / R OTHER RE ORY AGENCIES.
EXPIRE. THREE YEARS: FROM DATE OF APPROVAL S`T FENCING •;: '� NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED
-r - _ , AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL UFE
- •' `!• - " OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES MWARMANA�€�R
PjJ�N VIEW r SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED
ATTACH FILTER FABRIC SECURELY UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOV:D.
TO UPSTREAM SIDE OF POST 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. APPROVAL OF S
OCCAyAT10sN JNS•Iz,. ••�, • S. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. cadre
FOR SAN ACTIO,1d e. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED COWROL PLAN TO
I]•gRY SYSTEM �� ON THE PROPOSED RESIDENCE.
BY HEALTH D SILT FENCE DETA/L4 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECIED TO DRYWELLS. EROSION&SEDIMENT CONTROLS Date' 1-10 I
EPARrMENT NOT TO SCALE e. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS
ROAD OR IF PAVED. BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF Shall Include but not be limited t0: Approved by
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. A Well maintained Construction Entrance,
MAY BALE W,p/OR NOTES: SILT FENCE SHALL BE PLACED PARALLEL To SLOPE CONTOURS TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE _
sLT coNsrRuc,aN . FRANCE BASE OF EACH MAXIMIZE
STORMPONDING
EVENTEFFICIENCY.
AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED IMMEDIATECT AND REPAIR SILT FENCE AFTER SEEDED ELY UPON COMPLETION OFPERENNIAL
PROJECT, WTHINMULCHED
(2) DAYSOFSTRAW
Wire Backed Silt Fencing, stabilization &
NOTESo COMPACTED 3/4 STONE BLEND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, Seeding pose(.j I f,11if?$0115.
1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T. APPROVED R.C.A. r)f pr�»tO,pd Pnrilnr'na ,+'
TO BE USED WHERE TOPSOIL IS NECESSARY FOR OFF-SITE TRANSPORT. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
FILL TO 16' MIN. ABOVE EXISTING
REGRADING t VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. GRADE TO ALLOW FOR DPANAGE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO PREPARED IN ACCORDANCE WITH THE MINIMUM
TEMPORARY STOCKPRLE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING STANDARDS FOR TITLE SURVEYS AS ES'T'ABLISHED
VEGETATIVE COVER, MULCH, NONVEGETATiVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 36' HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION BY THE LI.A.L.S. AND APPROVED AND ADOPTED
PERIPHERAL. SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STEEL OR WOOD POST AND GROWTH. FORESUASSOCIAE BY YORK STATE LAND
STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA 'DRAINAGE INSPECTIONS ARE RE IRED W
APPROPRIATE FOR THE ME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CONSTRUCTION ENTRANCE FLOW VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER QU r
~- THAN 1 SQUARE FOOT IN SIZE. Contact TOS Engineering at 765-1560 A. �
AND REQUIRED PERIOD OF USE. (NOT TO SCALE) 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR before
�-, SLOPE OR LESS SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF Backfill, OR Provide Engineer's Certification
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO ftt the drainage has been installed to Code. ~
STABILIZE ENTIRE PILE �, � �, N,
1
WITH VEGETATION OR COVER THE ROAD. ANON-LOAM BASE MATERIAL. SUCH AS CRUSHED STONE, GRAVEL.
1, v, y �, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR � Z
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.41
_ *t2
�, W �, y 41 J, �, �, �, a 4' X 6' TRENCH
W/ COMPACTED
°ACXFILL N.Y.S. Lic. No. 50467
UNAUTHORIZED /LL.TEA VIOL OR ADDITION Lathan Taft Corin III
TO THIS SURVEY IS A VIOLATION OF
y SECTION 7209 OF THE NEW YORK STATE
EDUCATION OF` Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
STRAW BALES OR SILT FE EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
SOIL STOCXPILE
CERTIFICATIONS INDICATED HEREON SHAU. RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY M THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S.
NOT O SCALE IS PREPARED. AND ON HIS BEHALF TO THE
TITLE LENDICOMPANY.INSTITGOVERNMENTAL
ED AGENCY
MID D Title Surveys - Subdivisions - Site Plans - Construction Layout
TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631 727-1727
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ( )
• THE EXISTENCE OF RIGHT OF WAYS �� LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jalmesport, New York 11947 Jamesport. New York 11947