HomeMy WebLinkAbout43368-Z O fFOL/reeG� Town of Southold 6/27/2020
0
P.O.Box 1179
rh 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41217 Date: 6/27/2020
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 29821 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 14.-2-1.9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/26/2018 pursuant to which Building Permit No. 43368 dated 1/2/2019
- 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 as applied for.
The certificate is issued to Levin,David&Lindsay
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43368 1/14/2019
PLUMBERS CERTIFICATION DATED
th riz ignature
�sU�at� TOWN OF SOUTHOLD
��o cagy BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43368 Date: 1/212019
Permission is hereby granted to:
Levin, David & Lindsay
40 E 19th St
New York, NY 10003
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
29821 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 14.-2-1.9
Pursuant to application dated 12/26/2018 and approved by the Building Inspector.
To expire on 7/3/2020.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
Total: $300.00
Bu i ing Inspector
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 1%lead.
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 completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building 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,Accessory building$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 r�
Date. X ?I
New Construction: VZ Old or Pre-existing Building: (check one)
Location of Property: '�a!��Ing, / 4f72i�—'I EEN
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block Z- Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: ,/ (check one)
Fee Submitted: $
Applicant S nature
pE SO!/PjZ®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® aQ roger.richert(aD-town.southold.ny.us
Southold,NY 11971-0959 Q
l�C®U�ITTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: David Levin
Address: 29821 Route 25 city,Orient st: New York zip: 11957
Building Permit#: 43368 Section: 14 Block: 2 Lot: 1.9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Anything Electric License No: 5220-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Ij Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 2- GFCI Circuit Breaker
Low Voltage Pool Lights, 1- Pool Pump, Pool Heat Pump, Pool Cover Motor.
Notes:
Y7
Inspector Signature: Date: January 14, 2019
0-Cert Electrical Compliance Form.)ls
pF SOUTyOlo
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG. 2
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
�! G OL
DATE INSPECTOR '`�
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
ci
'FOUNDATION (2ND)
�O
ROUGH FRAMING& y 4Z
PLUMBING V
r
' o s
INSULATION PER N.Y: y
STATE ENERGY CODE
FINAL
ADDITION, 0 NTS
Al-
®, m
�X
' O
z
d
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 �f Survey
Southoldtownny.gov PERMIT NO. LQ Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
`R r Phone:a
DEC 2 6 2018 ui ector
7", _ T� APPLICATION FOR BUILDING PERMIT
`, ,G y-y T ;•`, TAI Date
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according 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 be commenced 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 the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or oiher.regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, 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 regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
'I I V/_\
(Si ature of app icant or name,if a corporation)
2,6T S-
(Mailing address of applicant)
State whether a plicant is owner, essee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises nAvr i
(Aso the tax toll or latest deed)
If applic t is a corporation, sillpre of duly authorized officer
(Name Znd title of corporate officer)
Builders License No. a R
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed worA w 1 be done:
221 P Ar,1 M Off)
House Number Street Hamlet
County Tax Map No. 1000 Section Block Z Lot f `
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use end occupancy of proposed construction:
a. Existing use and occupancy I Q� 11� 1
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work b0
(Description)
4. Estimated Cost � Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear �. Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front i Rear ; ?
Depth Height Number of Stories-" [
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
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? YES NO /
13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises?YES NO
Z�//t/Addresg�7/1
�14. Names of Owner of premises L�I�V Phone No.
Name of Architect 1 Ad S0-eAddress Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. 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 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
COMM D.BUNCH
(S)He is the notary Public,State of New York
(Contractor,Agent, Corporate Officer, etc.) 110.0 MUS!85050
Qualified in Suffolk County
Commission Expires April 14,2�0
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 work will be
performed in the manner set forth in the application filed therewith.
gwm o before me this
�t day of Q� 20
Notary Pubc ��� Sif ature of App ' ant
Scott A. Russell a STOIKIMMAT)EIK
SUPERVISOR z ��AXAGIENHEN T
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
01 +y,
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY
Yes No '
A. Clearing, grubbing, grading or stripping of land which affects more
❑❑ g, g gtg g � PP g
1 than 5,000 square feet of ground surface.
F]F1 B_ Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
)
❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse. '
f ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
f 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! Chapter 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 Department with your Building Permit Application.
— — -- S.C.T.M. : 1000 Date
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - District
NAME Section Block Lot
w•mt -
�$^ FOR BUILDING DEPARTNIENT USE ONLY
Contact lnformatiorr
.Tdrynoo•�e�en
Reviewed By:
Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — _
Approved for processing Budding Permit.
Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan is Required-
(Forward to Engineering Department for Review)
FORM ' SMCP-TOS MAY 2014
011,
$uFF�K BUILDING DEPARTMENT- Elect Yor- U'VT3U
TOWN OF SOUTHO � 1
Town Hall Annex - 54375 Main Road - P044bx 11701
°1D Southold New York 11971-0959
o O�� Telephone (631) 765-1802 - FAX (631)VBB:; -
d1 roger.richert(a)_town.southold.FkQINN 6F
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: - -- - Date: / -
Company Name:
Name: w C_VA
License No.: 0 email:
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: Z_F_ �-tJ
Address: /
Cross Street: �--
Phone No.: g J 2 q (�
Bldg.Permit#: q?j�j email:
Tax Map District: 1000 Section: Block: oZ Lot: q
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply: �-�JI CG
Is job read for inspection?: E / NO Rough In "Final
J Y `�7
Do you need a Temp Certificate?: YESNO Issued On 4
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Form.xls
0 IsLASO �
j UND
—?15 UNE
LOG OSS
E P/L
Z�N7� gg�t MNWM
ES-
MHW1d ' PILl OF B�9LVUFF a g0U
S
AT 1301'i 1204
Z0
t TTOM LU _ .✓ -- 425 ¢�,0�
FLOOD IN FROM Tpp BLUFF T® ®®,rr� ®WOOD R(BOULDERS)
18 SUPPORTED F�,OWINO LINE Of BLUFF I
ro 2B r ry.•r r BLUFF SET*E GRASS
c� x� r r %P�N� BEACH ORS
0 30 STEPS r �a yATH
\ LANDING6
3x
0
r�� � 34 � r rlyCOAA�p�N
HT1 ~a r.w. 38
So So
a N
L
04
opSEPTIC r r BWEf rr DRY WE, Cc
_ TOP 8 x 8 Tn
_ 100 FROM r J �S�%T F xtJC
EXIS77NO
NEIGHBORS PROPOSED .J
x—� , , J2
HOUSE �"'xr WOOD DECK _
m
� � r
2 STORY 4OBEDR00M
HOUSE. F.F. EL 30' pR
Sa"rr • sF A 0S \ s0
SrsM 1 SEPTIC
,O/GTANK. 1060lC1�� r
r 1 dd
�• '` 1 TEST
HEE527F 29T
zX�P�V YSTEM
OR, r TARP
- 8t C.P. 150 )
o �x
pyo D' �11 ;cull
�`"�----
WELL N�GARpGE. ` A , DRY'
26 ` '� `1 40 ADW r t' �``�- "~—•,_�.
titerLineBe hisperk-d
1 �,
��,6iecl�gi c1�u�y r 1 � � ELEC
� $sJ�-�'4� �-a-�3tEi'S�I.1c�911� , 'METER
24 1 TRANSFORMER 1 n 70
EXISTING
WELL
PROPOSED
y11 ; POOL EQUIP
CORP � , ✓
P��{ REALSWELL 1) L TRMAIA MW
SUFFOLK COUA7 a Y DEPARTMENT OFT'iVice 1 O a" ¢{ fir SURVEY
PERMIT Fop Ammlbv,1 OF C'l'\N TRUCT!0N A 1
SINGLE FA!4lL:Y
APPRQvID '
1 1
,FaR.MAx��nlaai QF EOROOMS 1 1 C1
EXPIRES THREENEARS FROM DATE OF APPROVAL
0
• r,
LEVIN
6
APPROVED AS NOTED HOUSE
DATE: B.P.#.. 43V,!?
FEE:2 D BY:
NOTIFY BUILDING DEPAR ENT AT 29821
765-1802 8 AM TO 4 PM FOR THE MAIN ROAD
ORIENT,
FOLLOWING INSPECTIONS: ORIENT, NY 11957
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING REVISION DATE
3. INSULATION
4. FINAL - CONSTRUCTION MUST FILING SET 05.10.2016
BE COMPLETE FOR C.O. FILING AMENDMENT SET Al 05.08.2017
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR
COMPLY WITH ALL CODES OF USE IS UNLAWFULWITHOUT CERTIFICATE
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF OF OCCUPANCY
? ^ OARD
-- , t " �'TEES
PROJECT TEAM
DRAINAGE INSPECTIONS ARE REQUIRED
Contact TOS Ensnineering 2t 765-1560 before
Backfill,011 Provide Engineer's Certification ARCHITECT:
that tho drainapa pain been installed to Code. RYALL PORTER SHERIDAN ARCHITECTS
174 Fifht Avenue
Suite 300
New York, NY 10010
ELY' P(646)809 4343
ELECTRICAL ENCLOSE S=OUL TO COTE
INSPECTION REQUIRED UPON COP""PLETION STRUCTURAL ENGINEER:
BEFORE ROBERT SILMAN ASSOCIATES, D.P.C.
111 Devonshire Street
Boston, MA 02109
P(617) 695-6700
EXPEDITOR:
EN CONSULTANTS
WMV P% n HOUSr,= 1319 North Sea Road
Southampton, NY 11968
P(631) 283-6360
SURVEYOR:
PECONIC SURVEYORS P.C.
N--,, P,O. Box 909
POOL "� l Ll NL4"t4 AM - NDM E 1230 Traveler Street
S W ,M
Southold, NY 11971
29821 MAIN ROAD , 0,RIENT,
NY 1 P(631) 765 5020
MAY 8TH , 2017
GENERAL NOTES PROJECT LOCATION PROJECT INFORMATION DRAWING LIST
1, Scope of Work: ADDRESS&PROPERTY INFORMATION
Amendment filed for the relocation of the swimming pool and the partial relocation of the driveway, which were previously PROPERTY OWNER: DAVID &LINDSAY LEVIN
filed and permitted by the Southold Buildings Department on 08.08.2016 (BP#40886)• The submission includes a revised #2982 1a PROPERTY TAX MAP#: 1000-14-02-1,9
stormwater management plan reflecting the proposed changes. STREET ADDRESS: 29821 MAIN ROAD _
ORIENT, NY 11957 EIC
2. All work shall conform to the requirements of the 2015 IRC as adopted by New York State, County Fire Department D EI`�C
regulations, utility company requirements, and the best trade practices. PROPOSED CONSTRUCTION: DD
Filing amendment for relocation of proposed pool &deck and relocation of driveway
3. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building Department, (New accessory structures filed under separate applications) o cf) Pi
pay all fees, obtain all required permits, and provide any and all bonds required by governing local agencies in order to do ` r
N
the work herein described. APPLICABLE CODE: ARCHITECTURAL DRAWINGS o z
UR
2015 IRC as adopted by NY State o
4. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any
discrepancies between drawings and field conditions to the Architect. 25 O TOWN OF SO'UTHOLD ZONING DISTRICT: A000 COVER PAGE&DRAWING LIST X TONVNi € F S017L,`:°:L�
R-80 A002 ARCHITECTURAL SITE PLAN X
5. Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be < <v� A003 STORMWATER MANAGEMENT PLAN
included as if they were indicated in the drawings, �� HEIGHT:
Z QO• s� 2 1/2 Stories A004 STORMWATER MANAGEMENT PLAN X
6. The Contractor shall coordinate all work procedures with requirements of local authorities, D u'� �P� ��O A460 SWIMING POOL DRAWINGS X =
SUFFOLK COUNTY TAX MAP NO. - ,., "�� ",
7, The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction t0 1000-72-01-1-1.5 _
area. The Contractor shall design and install,adequate shoring and bracing for all structural or removal tasks. The
Contractor shall have sole responsibility for any damage or injuries caused by or during the execution of the work. a 25 LOT AREA:
MgiNRo 251,933 Sq. ft. (5.78 Acres)
8. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades(plumbing, z ORIENT ^f
A'
REQUIRED MINIMUM SETBACKS
electrical, etc.),
m Y
FRONT YARD SETBACK: 60 ft -
9. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain 3 o SIDE YARD SETBACK: 20 ft (45 ft combined)
inspections and required sign-offs. REAR YARD SETBACK: 75 ft
RC1�qR�ST REQUIRED BLUFF SETBACK
10. The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the drawings,
and all other work that may be required to complete the job, SETBACK FROM BLUFF: 100 ft � *'
11. The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and flashing as O BUILDING HEIGHT RYALL PORTER SHERIDAN ARCHITECTS
required. MAX, ALLOWALBE HEIGHT: 35 ft - 2 1/2 Stories 45 WEST 21st STREET I 4th FLOOR
12. All exits shall be kept readily accessible&unobstructed at all times during construction. 0 0 ACCESSORY STRUCTURE (PROPOSED POOL HOUSE)
NEW YORK , NEW YORK 10010
MAX. ALLOWALBE HEIGHT: 1 STORY- 16 ft (Fora Flat Roof) P (212) 254-1175 1 F (212) 254-1755
13. The contractor shall adequately brace, shore, and support the structure during the entire construction period.
SETBACKS: 25 ft(FOR LOTS 80,000 sq. ft. AND OVER)
MAX, ALLOWABLE AREA: Not to exceed 3%of Total Size of Parcel PROJECT#: 1517
ALLOWABLE: 3%* 251,933 sq. ft. = 7,558 sq, ft. ; - tED Ap
PROPOSED: 660 sq. ft. /251,933 sq. ft. =0.2%
#OF BEDROOMS: 0 BEDROOMS DRAWN: Rz �oM S R}q ✓��jo� �
LOT COVERAGE - CHECKED: WR
MAX, ALLOWABLE AREA: Not to exceed 20%of Total Size of Parcel , �-
ALLOWABLE: 20%* 251,933 sq. ft. = 50,386 sq. ft. DATE: 05.08.2017 ��
ORIENT, NY PROPOSED: 7,563 sq, ft, /251,933 sq. ft. =3% S'� ° oi5oN ,N
not to scale (Proposed lot coverage includes lot coverage filed under 0 ,io
n'.
previous application for new single-family dwelling approved SCALE: AS NOTED NEW
on 8/8/16, Permit#40886)
LEVIN HOUSE
FILING AMENDMENT
COVER SHEET & DWG LIST
EXISTING
WELL LEVIN
I I I
HOUSE
I I I
I
I I I
I
I I I 29821 MAIN ROAD
---- -- i j ORIENT, NY 11957
� � I
REVISION DATE
/
IN, I I / / ♦-; FILING SET 05.10.2017
FILING AMENDMENT SET 05.08.2017
0 r------
N E ,
RS
HOUSE /
/ \ NEXIS,TIINRS
Ep
�RAGEco no com"comm Imp co�
ow mmw� wo 13
- - 1`
an
1 20 22 24' 0 1 \ ` T t�� -�� -��1m. -,....I. + ' 1 1 r , '
/ f ` �- -�� �� • ` I I 1 1 , l l r l r l I I/1 I I I
\` 10 12 14 16 1 / 26 28 30 ``•32 34 36 38 40 42 I I, 40� iy t 36,11 i I 1 , , , r 101 6/ , 4 7 /
----= ----- % r 1. -_---- \\1 ` \ j I I I, , , , ;, ; , ,/I lilt ; + / ; j { SITE PLAN KEYNOTES
-, _ -- `\ ` ' ; I i; ;;;; ; +j; '; ,' I ) ; 1 1 PROPERTY LINE
-J-+ -._�- SIf1F VpgI1 CFTR6(`K - , -
/ I w w w - ------ _ �-r-- - - 24 / ,, , , , 1 , 1 ; I , 1rr , 11 /
It � � '"� \\ � � '\ �� ; 2. EXISTING COUNTOUR LINE
I 1 I � I \ l /, , , , /, , , 1 1 , , , ,/ 3. PROPOSED COUNTOUR LINE
1 I 9
EXISTING \ I W J . 23 `� �` `. ,'i r`1 + ,' I /,fill I + I 1 I , ! 1 �'
/' ' I r 3 ' 150'FROMWELL `-------
WELL
\ j : � �6 - �` � ,' ♦ ' `� � I � , , + ' r + � ' �' 1/+ r , �+ 4, OUTLINE OF BUILDING GROUND FLOOR
' ' ----- ,-- - 5. OUTLINE OF SECOND FLOOR ABOVE
24
� '\ / � i .�/ �.� '1 \` `.�� , ,,�,�,� r 1��; I i 1It I f f 6. GRAVEL DRIVEWAY
18
28 .`".' / 1 .'• m TO 13`'x` ' '/ , I .r 1 /� 7. UNDEGROUD ELECTRICAL SERVICE
STABILIZED CONSTRUCTION , _ 7' 15 �� ' ,\ '\ ,' l -,;1 i 15 i ; s/TFe 8. EXISTING STEPS&LANDINGS
i' ENTRANCE(6-DEEP MIN On
i' COARSE AGGREGATE)-50'MIN. // ' O 50'.oa �� .♦ `, ,' / r � �\ 1 m ' , I ' ' + i�i ' �' ' � ' I '
9. WATER SUPPLY FROM EXIST.WELL
24 10. SEPTIC SYSTEM
PROPOSED ENO OF 6 / 12 I ' - `_ - O O I , r 1 f r ' 1 1 , ' 11 I '
1 Lu;'I 11, SANITARY LINE
EXISTING ROAD , , - 20 I I - - �Dt" _` d 1 / , I
1 /
/; 25 / ----- -------- Wolr/ 11 1111 LL,1 / I�'1 12. SWIMMING POOL-6-0' DEEP, W/
' }--__,
/ EXISTING DIRT&RCA DRIVE / j r / / / Q' - ` a� , I I 1 ' 1 I w
/ ------------------------------ \ .................. -', ,' Qx i Ili 1 1 1 , i�� / 3►
------------
\ �_ ....................._._.....__..._...._._.�_._ .__._____. _ _ HEATER FILTER &AUTOMATIC COVER
3 3 O , 151 , EXISTING DIRT&RCA PATH j ` / i ' r 1 ; 1 I 1 1 ' ' 1�i1 ! IW -
21 / // (TO REMAIN) ` 15 / k -'I ' + ' I I I 1 1 1 1 1Oj1 I N.
1 , , , , , „ M EXISTING WATER WELL
' - - - t-'--•- ----•.-- -'-•- --•-----' ---- ----------•---- ---- ----------- .__._' --'--- ------- .__--- ---•---- - -•-�-----------------------___-- _ -__ O; � . \ �
14 1
3 3 ,'f- E f E y `�`, �. `� \ \
13 LINE OF 150' 0" FROM
11 � 16 `� � , \ � �, , / I , I � Im► . 14, LANDSCAPE WALL
- / \
' 6 ,/ 26 FROU"%OF 0 `\t ` ` l ' I ' 1 I 1 C/ ' 1
` w � /, -� >� \ � I , , I 1 15, DRYWELL
7 I S I , . , 11, , I 1 1
' ' k ' l' ,� \ \ I r , 1 , 1 1 1 r r o
24 I / \ 1 1 `I- , , 1 , 1 , , ! ' , 16, AREA OF PROPOSED WOOD DECK ON 12 DIA.
'1
14 f ' 111
/ 23 �`+;, `r��;'� ` � j ,� \ /� �, `� I`{ 1 i il� i 1 I CONCRETE FOOTINGS
17 + a 17. LEECHING POOL
1 Q. w I I
/ r 18. EXISTING WELL
\, \ \ i n I I I I
+ + GROUND FLOOR 27 / / , rte/ 15 1 2 _``` \ ` I , i 1 , I I , I , I 1
FFE=22•_0'•ASL ' / / , / \♦ / \ lam \ 1 •, \ �\ I 'I
10 15 \ 22 / 17 , I 3 15 ; I \ �� I I I ' I I I J ; ; 19. EXISTING SEPTIC SYSTEM
/ / ♦ r , \ r / 1 \ ♦ I\ I I II , , ,
,
20. WOOD SHED FOR POOL EQUIPMENT
Jam\ ,SIDE YARD SETBACK / T T-- I \ 1 I I I
21, START OF GRAVEL DRIVEWAY, SEE
14 16 18 20 22 24 26 / 26 30 32 / 34 36 313 i
, 40 338 36` I`I34, 32311 i ' 20 i 1 1 i 10 I b 1
- / •� ` � I �•, I III , i � , T RMWATER MANAGEMENT PLAN
-1------- 1 ' / �I r r I ` ' i I I ' ' ' 1 +I 22. EXISTING ELECTRIC METER
, ' , , 1 I 1 I
, I 1 , � / , 1 , , 1 1 1
. - �- ��- �- �- �- �.- �- �- ��- �- �- - �- �- �- �- -, �- s- �.In, ��- �- �- �- • ILS- mad �- .I - ��- ��- ��- .��- ' �I i , I ` 23. CONSTRUCTION FENCE
, ' Il f'--r1�*i 1 1 1 1 I I I
24. SILT FENCE
25. AUTOMATIC POOL COVER W/WOOD DECK
ABOVE
26. EXIST. ELECTRICAL UNDERGROUND SERVICE
\� \� _-------_- ; 27. EXISTING TRANSFORMER
ACCESSORY STRUCTURES: POOL HOUSE & POOL �' �\ 13 ; 28. POOL FENCE W/SELF-CLOSING,
/�/ NfDRVEE�S �� SELF-LATCHING GATE
SHED EACH FILED UNDER SEPARATE APPLICATIONS �\ 19 \y/- i 29. OUTDOOR SHOWER
30. AREA W/STONE PAVERS SET IN GRAVEL
/ / \��\ �� NEHoVBs°9s N 31, WOOD DECK&EXTERIOR WOOD PERGOLA
2 PROPOSED PARTIAL SITE PLAN
/ N ' 32. 100'WETLANDS SETBACK
1/32" - 1 0
GENERAL NOTES:
1.THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, P.C, a
LAST REVISED 02.03.17&APPROVED BY THE SUFFOLK COUNTY HEALTH
Fill
DEPARTMENT,
2 18 2.AS PER THE SURVEY PREPARED BY PECONIC SURVEYORS AND DATED .a -
-00 i i 02.03.17 THE TOTAL AREA OF DISTURBANCE IS 42,624 SQ. FT. (0.978 ACRES).
I
s
j-------- 1 ► ,9 ZONING AND BULK LIMITATIONS
PROPERTY INFORMATION
1
Q / 13 1 j l� �;' PROPERTY OWNER: DAVID&LINDSAY LEVIN
• • / 1 �I / i PROPERTY TAX MAP#: 1000-14 02-1.9 RYALL PORTER SHERIDAN ARCHITECTS
o� -�--•-- •-�•----•--•®- •- •_._.-.-•-I.-__.T•_,�_,• • �2.
1 STREET ADDRESS: 29821 MAIN ROAD 4 5 WEST 21st STREET
` � �!� �f.•�� - �r•�.ir•� 24 i.,iii,i''ri+' , i RI 4th FLOOR
- a . 150' ACCESS R.O.W. - �__ _= `r---- � 1 � ��., a- ; ; � „11111 I ,,, ;�;
ENT, NY 11957 NEW YORK , NEW YORK 10010
11'11"""""r ' ''' TOWN OFSOUTHOLD-ZONING DISTRICT P 212 254-1175 I F 212 254-1755
\ --•-•-• -- common
-'!"-- �- `, ' ; •,► II„111 i1,,,,Ill/ l�l
IIIII 11 11
-- - c )
7EXSTING GRAVEL ROAD � � �', -�- o., ' ,' II � `� /' } I �•'-;�'�> I , �\ I `/-;;,;;;�,�;��` %� I
I �`1 '8.,,,,1 1111
'Q -� •�'� ; % �`- '�;;Ct; `1 I ;� LOT AREA
\ _ 11'
/� 251,933 Sq. ft. (5.78 Acres) PROJECT#• 1517
�J I ,I , .. --- ------------------------ - "--- '........
I / - ' = =`� `; �;r',';';'i' "1 SETBACKS w I �----------r - - -- ----� ': , ,;..,' . . �',11',a,11 1 EQUIREDMINIMUMS B ,��RED q
- 1 - / R S RC
U - J a a': I ` ` J/', '/'1"'' f ,/j FRONT YARD SETBACK: 60 ft DRAWN: RZ �� �, S. Ry 'Si
- , / �� ' W \ \ ,,11,1
1171T / '
SIDE YARD SETBACK: 20 ft (45 ft combined) Q \` F
/ / ' /, ..t, ♦ ,' \ /,. \ . ' \ ` . ,I I,I,I 111 1,• v� ✓
�; REAR YARD SETBACK: 75 ft �� !
+ CHECKED: WR
y' ' 'a,,!i1 '11 i� '� REQUIRED BLUFF SETBACK
/ •-•-•-.i•-• . ,6-•rte••-i ��•-.,fes•�• +•�r��►�•r.-nf•��• .�r rll .4• I ;'}I�.
WE I / / I 10 \� \ 1 " I SETBACK FROM BLUFF: 100 ft DATE: 05.08.2017 tri O
-- BUILDING HEIGHT
MAX.ALLOWALBE HEIGHT: 35 ft - 21/2 Stories SCALE: AS NOTED
1'
T� ..,L� N .�.._ _�__ _.;,_./ ACCESSORTSTRUCTURE(POOL HOUSE)
/ / / �� MAX. ALLOWALBE HEIGHT: 16 ft(For a Flat Roof)
19 /
SETBACKS: 25 ft(FOR LOTS 80,000 sq.ft.AND OVER) ARCHITECTURAL
MAX. ALLOWABLE AREA: Not to exceed 3%O of Total Size of Parcel SITE PLAN
-_ / ; ALLOWABLE 3%* 251,933 sq. ft. =7,558 sq. ft,
18 PROPOSED: 660 so. ft. /251,933 sq. ft, =0.2%
N
1 PROPOSED SITE PLAN #OF BEDROOMS: 0BEDROOMS
LOT COVERAGE
1" = 100'-0" MAX.ALLOWABLE AREA: Not to exceed 20%of Total Size of Parcel
ALLOWABLE: 20%O*251,933 sq. ft. =50,386 sq, ft.
PROPOSED: 7,563 sq.ft./251,933 sq. ft, =3%
TEST HOLE DATA EROSION CONTROL NOTES: DRYWELL SCHEDULE GENERAL NOTES: LEVIN
TEST HOLE PERFORMED BY 1.THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN 4. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE DRYWELL# DIAMETER DEPTH NOTES 1. PROPERTY OWNER; DAVID&LINDSAY LEVIN
MCDONALD GEOSCIENCE,12/21/15 SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR 2. PROPERTY ADDRESS: 29821 MAIN ROAD HOUSE
EI.27.1' Exist. GRADE EROSION CONTROL MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT PROLONGED STORMS, MAINTENANCE MEASURES INCLUDE, BUT ARE NOT 1.1 6-0" DIA. 4 VF ORIENT, NY 11957
BROWN MAY DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY LIMITED TO, CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR 1.2 10'-0" DIA, 4 VF
SILTY THE TOWN OF SOUTHOLD. THE FOLLOWING GENERAL CONDITIONS SHALL BE OF SEDIMENT BARRIES, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND 1.3 10'-0" DIA, 4 VF 3.PROPERTY TAX MAP#: 1000-14-02-1.9
SAND SM 4.0' OBSERVED: CLEANING AND REPAIR OF INLET PROTECTION. 1.4 6-0" DIA, 4 VF 4.TOTAL SITE AREA: 241,540 SQ. FT. (5.545 ACRES)
A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN 2.1 10'-0" DIA. 4 VF 5,AREA W/IN CLEARING LIMITS: 42,624 SQ. FT, (0.978 ACRES) 29821 MAIN ROAD
BROWN UNDISTURBED. 5.APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST CONTROL. 5,1 10'-0" DIA. 4 VF 6.THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, ORIENT, NY 11957
SILT B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE 5.2 10'-0" DIA, 4 VF P.C. LAST REVISED 02.03.17. AS PER THE SURVEY,THE TOTAL AREA OF
ML SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS'ARE 6.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 6.1 U-0" DIA. 8 VF POOL BACKWASH DISTURBANCE IS 42,624 SQ. FF, (0.978 ACRES).
EXPOSED. SOILD AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE
8.0
C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE M NIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS NOTE ON DOWNSPOUTS: REVISION DATE
TO REDUCE RUNOFF VELOCITIES AND QUANTITIES. PERMANENTLY STABILIZED. ALL DOWNSPOUTS&LEADERS TO BE 3" DIA,; LOCATION OF LEADERS AND FILING SET 05.10.2016
D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. UNDERGROUND PIPING CONNECTION TO DRYWELLS AS NOTED ON PLAN
SILTY
E. SEDIMENT SHALL BE TRAPPED ON THE SITE. REMAIN7.
IMENT IN PLACE RIEUNTIL UPLAND D STUBBED AREAS ARE PERMANENTLY AND OTHER EROSION CONTROL MEASURES LL FILING AMENDMENT NOTE: FILING AMENDMENT SET 05.08.2017
SAND SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE
SM MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. THIS IS AN AMENDMENT TO THE STORMWATER MANAGEMENT PLAN APPROVED
29.0' "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT FOR THIS PROPERTY BY THE SOUTHOLD BUILDINGS DEPARTMENT ON
WATER IN CONTROL." 8.ALL 1:2& 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING LEGEND (PROPOSED) 08.08.2016.
BROWN CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT
SILT' 2.SEDIMENT BARRIERS(SILT FENCE, HAY BALES OR APPROVED EQUAL)SHALL EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT -w- WATER SURFACE FLOR ARROW THE PROPOSED AMENDMENT INCLUDES:
SAND BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF NOT BE LIMITED TO, HAY BALES, SILT FENCE, SILT TRAPS/BASINS, JUST MESH, 0 -RELOCATION OF THE APPROVED SWIMMING POOL AND POOL EQUIP. SHED;
SM DISTURBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF TH WORK. HYDROSEEDING, ETC,AND SHALL BE MAINTAINED FOR THE DURATION OF __
30.0' -E- ELECTRICAL ---3►- PIPE FLOR ARROW - PARTIAL RELOCATION OF THE NEW GRAVEL DRIVE;
NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO A JACENT CONSTRUCTION AS WELL AS FOLLOWING THE COMPLETION OF CONSTRUCTION - (2) NEW ACCESSORY STRUCTURES: POOL HOUSE&POOL SHED EACH FILED
WATER IN PROPERTIES, WETLANDS OR ROADS. UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE BECOME ACCLIMATED -8- SANITARY "o) DRYWELL W/2" INLET DRAIN SEPARATELY
PALE BROWN /ESTABLISHED AS DETERMINED BY THE TOWN OF SOUTHOLD, COVER - REVISED CALCULATIONS&DRAINAGE&STORMWATER MANAGEMENT DETAILS
FINE SAND 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZEDO DRAINAGE TRIBUTARY
SID38 0, THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES �' BOUNDARY -- DOWNSPOUT&UNDERG-
SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERCIVE ROUND PIPNIG TO DRYWELL NOTES
NOTE:WATER ENCOUNTERED 29' RECOMMENDATIONS. B-1 BORING LOCATION DRAINAGE NOTES
BELOW SURFACE ■
THE STORM DRAINAGE SYSTEM ARE DESIGNED FOR A 2" RAINFALL VOLUME FOR
EXISTING
WELL ALL TRIBUTARY AREAS.
y� ,
1
I 1. RUNOFF COEFFICIENTS:
I PAVEMENT, ROOF, CONCRETE, OTHER IMPERVIOUS AREA = 1.0
I I I GRAVEL DRIVEWAY =0,5
I i LANDSCAPED, GRASSED, NATURAL AREA =0.3
I I
2. DRAINAGE STRUCTURES INCLUDE NEW 10' DIA. PRECAST STORM DRAIN
RINGS WITH A CAPACITY OF 68.42 CF/VF AND NEW U DIA, PRECAST STORM
DRAIN RINGS WITH A CAPACITY OF 22.33 CF/VF.
N/O/F j N/O/F I \\\ i� SEPTIC 3. ALL ROOF DRAINAGE PIPING SHALL BE 8" DIA. MIN, HDPE, ALL SITE
PJH REALTY CORP / I PJH REALTY CORP \\ I I / EXISTING CECILIA LALEZARI
COUNTY OF SUFFOL / (VACANT) \ I / 1 / NEIGHBORS ' PARVIZ LALEZARI DRAINAGE PIPING SHALL BE 12" DIA. MIN, HDPE SLOPED AT 2%SLOPE UNLESS
HOU
FLOOD ZONE LINE / \ I / \ / / (DWELLING) OTHERWISE NOTED.
EXISTING
i
SILT FENCE&LIMIT I NEIGI iBORS /� �� COASTAL EXISTING i
1168.21' N1 5'09'20"W OF DISTURBANCE -- / I �� I I /� / EROSION STEPS&f LANDI DRAINAGE CALCULATIONS
• •��.� • / -1'DEEP GRAVEL BED;S E I GARAGE 1 \I i �� HAZARD LINE STEPS
Lli
'_ \ / tib• •.�. •��`���. • _ r _ _ _ . I -__ -_}_. -,-.-, , ,
T- �• •�•� •�� •�.�. 1 _ / /" � ,j SECTION DETAIL A004/1
I , 1 / / , �, I 1 •T�� •� ••� •�\ • �1 ,li 1.11I1'�11I r J
\ ,Q' 2 ;d �_ - IMPROVEMENTS.
_ \ '--------------- - '�` f�+l y 111, , J'dlt; PROVIDE STORAGE FOR 2" RAINFALL FOR AREA DISTURBED BY IMPROVE
__---.-------`------_�- ' , ' - ----1---------- -- 126---- llrlll/I1;11111'lll
----------T- T- --__. --
29 io `3z
------ -�• - t ---- ------ - \ ♦ \ 11111,11 I ',II 1 / f
_ I I� STORAGE IN LEACHING POOLS, STORM CHAMBERS, AND GRAVEL BED.
\'\�
111111111,,IA 1,,, I f
I I f TRIBUTARY AREA 1 - HOUSE
S11NG \ S A IN & I � ` \ I� 1111yri 11;l'' yf :
j' '
I \ I PARKING . �- SURFACE TYPE C A(sq.ft.) r V=C x A
STABILIZED CONSTRUCTION / 1 POOL I , 150.0' , I . f 1 I \ �.� `� ' l
1 .' / 1 _--- \\ \ ` PORCH .
, + -1- , ,• �` � ` \ I � -$ , /I1/ 1'1 111 /N'i 1 7
��� ,. � I 1 1 x r
r r \ ENTRANCE 12'WIDEMIN. �r �' S.2 \ `\ .: :TOPSOIL&� I �\ � , '
BY 50'LONG MIN.OF 6"DEEPPILE.' \\ \\
STOCK
/ 1 , \ h !
\ 1 ROOF 1.00 3170 s
`-W11N,COARSE AGGREGATETEST HOLE �\ I q.ft 0.17 V=538.9 Cf
\LOCATION . \ GRAVEL Under raised deck 0.50 620 sq.ft. 0.17 V=52.7 cf
®B-2� � `� \\\ � \ I J1111„� ,,�// l� W � ( ) q•
p�
U I -1I Zk* a _ /"11 11 , J! M
O
I 13 POOL EOPMT.C11) W-6.1 \ - r I11 1,,,1
TOTAL VOLUME REQUIRED V=591.6 Cf
SHED
co I / R I _ �•�
CA S - _ - � 1' o Ir � 1I1 f' co
rn� Q I � `\ ROgp � � � �'1�E 22 0' ------••--•--••------- / x-2.1 �1 J \ �� � `� �' b'1' r ' 'y z
r l , 1 1 -� {� , � � til ,1. ,, I,it J 47
I� _ \ 1 _ ,f , - - , 11 1I
\ ---....F--••---------------------------------------- ••• --- -/ _ ,/11 Ir 1 1 Z STORAGE PROVIDED BY
O I ' 1 \ \ I / �► 5 �-- l / . �1 1 I 1 r,
1 _ , % 3TAGN , ; �. 1 f I x2 10'DIA. X 4VF DRYWELLS @ 68,42 cf/1/f 547,36 c
' soli& l 1 fi - ( / fl
PARKIN STOP - -i -- ---•-- --•• -- -- -- -- �----- -- -- -- --- -� �/ �,- l . `` � . � 1 �1' 1 1 1 1 � 1 V 'l
LI s cK BILE f r -- 1 I 1 I I (x2) 6' DIA,X 4VF DRYWELLS @ 22.33 cf/1/f (V=178,64 cf) V=726 cf
ISI`� '%�FROPOS�D' \I l � /' / �/` 11\ FFE.3100' \ ` \ `\ I �11I1 r 711 j 11 1 1 fJI z
I �- r l�
,'1'DEEPGRAVEL ' i ��JSANTAPiY , �,� ACCESSORY ' / TO B-' `�-- ` \ \` 1��% J 111 ,' ,J o O TRIBUTARY AREA 2- DRIVEWAY A
/ / �, /, �J` r. , \ \ ' 1 , 4 '`` , ` \ \ lig f/I '
oN �� ZONE AEI T' J STRUCTURE I B_, 1 I \ I! 1 1 SURFACE TYPE C A(sq.ft.) r V=C x A
BED;SEE SECTION � .f w � \
( ) I s \ , . _1 1j,
1 III xr
EL.E ft I / ♦ DETAIL A-004/2 r~� �! 1 , I 1 \ 1 I I
z F.F.E.z2.o' ti 1 II . I r 1 rn
T NITARY \ \ \ \ \ 1 I
NII\ \ ` `
N / , / '�,) - OD DECK
�;
\ 1 I GRAVEL DRIVEWAY 0.50 2106 sq.ft, 0.17 V=179,01 cf
-�--------- --- --------------------- -----1------�--------- - -'�---'�----- ------ •�---! ' , • \ t
I �- -7------ -7-- , ------ , /--- ,-- , -I 1 \ . 1 1 I I I I ZONE AE
I o1/' oa o 2 a A 6 za \ 12 / za _ zs �. 2e aj sz a5 lafi 3b r eo 3e ss 1Ia\az I 120 I I I,oi i d (EL.14 ft)
'�-
I i I I I I I " I r '
G1W-1.2 W-1.1 1 x. I \ 111' 1 1 I
/ / 1 ,,I ,,,, TOTAL VOLUME REQUIRED V=179.01 cf
• I�i1rY�• �• ��• �• �• ��• ��• ®�y ®• ��• �f�• �• •,�• ��•, �• �{i �• �• fib• �• �• -,� -�• ®• ice• ��• ��• r��• ��� �• �• ®�� �� �1TII w, i.�l�I6
1160.33' S1%°19'15"E ,� ' -_� I 1 r 1 1 ' ! ' ; ' !' STORAGE PROVIDED BY
(x1) 10'DIA.X 4VF DRYWELLS @ 68.42 cf/vf (V=273.68 cf) V=273.68 cf
TRIBUTARY AREA 3- DRIVEWAY "B"
/ SURFACE TYPE C A(sq.ft.) r V=C x A
425'-0" - EXISTING; NO WORK SILT FENCE&LIMIT / \ EXISTING �\
N/O/F OF DISTURBANCE / \ NEIGHBORS , X r
EDWARD PRAGER ,� j \ DRIVE / \
JOAN PRAGER GRAVEL DRIVEWAY 0.50 6450 sq.ft. 0.17 V=548.25 cf
(DWELLING) SEPTIC
1
TOTAL VOLUME REQUIRED V=548.25 cf
EXISTING
NEIGHBORS \ STORAGE PROVIDED
i USING 4'W x 1'D x 525'L GRAVEL BED ° VOID) - F V e
/ 1
HOUSE \ � 30% O D V-630 cf N- c
I \ \\ \ TRIBUTARY AREA 4- DRIVEWAY "C"
I \ , SURFACE TYPE C A(sq.ft.) r V=C x A _.. ..I y
' xr
� � I
WELL // I �� GRAVEL DRIVEWAY 0.50 1937 sq.ft. 0.17 V=164.645 cf "
- I RYALL PORTER SHERIDAN ARCHITECTS
1 45 WEST 21st STREET I 4th FLOOR
1
TOTAL VOLUME REQUIRED V=164.645 cf NEW YORK , NEW YORK 10010
f
STORAGE PROVIDED P (212) 254-1175 1 F (212) 254-1755
NIO/ I USING 5'W x 1'D x 114'L GRAVEL BED(30%VOID) V=171,0 Cf
BRIAN
PJHN/OPJHN/OTRIBUTARY AREA 5- POOL HOUSE& POOL STORAGE SHED
BRIAN PUSHIC I PJH REALTY CORP � PJH REALTY CORP PROJECT#: 1517
COUNTY OF SUFFOLK SURFACE TYPE C A(sq.ft.) r V=C x A
xr
`�,��REn Agcy
I
C>�� \� PM S. RYq�!I
DRAWN: RZ �\
854
ROOF(Pool House) 1.00 810 sq.ft 0.17 V=137,7 cf s� o
.74'
•'�'I
I- • • ••� . •�,� • •�,� • PAVEMENT AREA A 1.00 710 sq.ft. 0.17 V=120.7 cf �
854.74' EXISTING DIRT&RCA ROAD CHECKED: WR
4�1o (Stone pavers on sand bed)
Q- .. 9 3 9 3 9 3 3 9 3 -9- - -� w I
I °tip 3 3 E g 3 3 3_ 3 z ROOF(Storge Shed) 1.00 270 sq.ft 0.17 V=45.9 cf
PAVEMENT AREA B 1.00 620 sq.ft. 0.17 V=105.4 cf DATE: 05.08.2017
?yam/ 50'ACCESS R,O.W. 3 9 3_` (Stone pavers on sand bed) 9�F ° 015060 ��
amv� 3 GRAVEL (Under Raised Deck) 0,50 350 sq.ft 0.17 V=29.75 Cf SCALE: AS NOTED OF NES K
0
S1 5"09'20"E
850.64' TOTAL VOLUME REQUIRED V=439.45 cf
N/O/F N/O/F
TERRY MULFORD HOUSE INC SOUTHOLD TOWN OF STORAGE PROVIDED BY
I NATURE CONSERVANCY (x2) 10'DIA.X 4VF DRYWELLS @ 68.42 cf/vf (V=547.36 cf) V=547,36 cf
I STORMWATER
858'-9" - EXISTING; NO WORK TRIBUTARY AREA 6-SWIMMING POOL MANAGEMENT PLAN
SURFACE TYPE C A(sq.ft.) r V=C x A
xr
N
ROOF/OTHER IMPERVIOUS 1.00 940 sq.ft 0.17 V=159.8 cf
1 �Tol
ING AND DRAINAGE PLAN
(Swimming Pool)
" TOTALVOLUME REQUIRED V=159.8 cf
_ STORAGE PROVIDED BY
(x1) U DIA.X 8VF DRYWELLS @ 22.33 cf/vf (V=178,64 cf) V=178.64 cf
BORING LOGS LEVIN
18' 0"MAX, C, TO C.
B-1 HOUSE
Vicinity High Tide: 5:31 AM
Low Tide: 12:06 PM
Water revel Is26'0" below Ground Surface
GRADE 10:30 AM
16° MIN. -
30"Blows Penetration
From TO CLASSIFICATION OF SOIL Sample of Spoon
HEIGHT OF spoon fninches 29821 MAIN ROAD
FILTER FABRIC ORIENT, NY 11957
Ground 2" Coarse to Fine Brown and Dark Brawn
Surface Topsoil into Silty Sand, some Gravel (SN)
6" MIN, sample # 1 @ 0" to 2' land Clear 24"
2' 4' Fine Brown Silty Sand, some Gravel, �9 REVISION DATE
�ONV FSO some Large Gravel, some Roots (SM)
Sample # 2 @ 2" to 4' land clear 24" FILING SET 05.10.2016
O
41 6' Fina to Coarse $town and Light Brown r7
Sand, some Gravel, some Large Gravel (S FILING AMENDMENT SET 05.08.2017
PERSPECTIVE VIEW sample # 3 @ 4/ to 6' - 16-21-22-2 241'
61 10' Fine to Coarse Light Brown and Rust
Brown Sand, some Gravel, `0
some Large r„
Gravel (SW)
Sample # 4 @ 6' to 8' 12-17-22-2 24" 3
C
Sample # 5 @ 8' to 10' 12-14-16-22 24"
cn
10' 22' Fine Light Brown Sand, some Gravel (SW)
36" MIN. 2X2 FENCE POST @ 10' 36" MIN. 2X2 FENCE POST @ 10' Sample # 6 @ 15' to 17' 5-8-11-10 24"
MAX SPACING W/WIRE MAX SPACING W/WIRE Sample # 7 @ 20' to 22' 11-14-17-14 24"
SUPPORT. 36" MAX HEIGHT SUPPORT. 36"MAX HEIGHT 22' 32' Fine to Coarse Brown Sand, some Gravel (SW)
Sample # 8 @ 25' to 27' 5-6-10-8 24"
WOVEN WIRE FENCE (6X6- 10/10 WWF) WOVEN WIRE FENCE(6X6- 10/10 WWF) Sample # 9 @ 30' to 32' 8-10-14-12 24"
GEOTEXTILE FILTER CLOTH; 20" GEOTEXTILE FILTER CLOTH; 20" END OF BORING: 32'0"
HIGH MIN. SECURED TO UPSTREAM HIGH MIN. SECURED TO UPSTREAM
z SIDE OF POST/TOWARDS EARTH SIDE OF POST/TOWARDS EARTH NOTES
DISRUPTION
0 DISRUPTION B-2
`\j FLOW Vicinity Low Tide: 9:43 AM
SIO. FLOW High Tide: 3:31 PM
HEIGHT Water Level is 11:30 betowGround Surface
PM
SLOPE _ 00
GRADEl _ b 30"glows Penetration
+ — I z _ From To CLASSIFICATION OF SOIL Sample of Spoon
Spoon In Inches
co Z I �- _ Ground 2' Coarse to Fina Brown and Dark Brown
yT III— = I I = III Surface ry
Topsoil with Organics into Silty Sand,
trace Gravel (SM)
II Sample # 1 @ O" to 2' Hand Clear 24"
r-
2 Fine 6' Fine Brown Sandy Clay and Silty Sand, z
d 4" MIN. X 6" MIN. TRENCH W/ 3/4' MIN. DRAIN trace Gravel (SM/SC)
COMPACTED BACKFILL; _ = ROCK Sample # 2 @ 21 to 4' Hand clear 24"
=IIII=IIII= EMBED FILTER CLOTH MIN. I I—IIII=III sample # 3 @ 4' to 61 1-3-7-10 24" o
6" INTO GROUND "
6' 15' Fine to Coarse Brown, Rust Drown and
Light Brown Sand, some Gravel (SW)
TRENCH DETAIL INSTALLATION W/O TRENCH Sample # 4 @ 6' to 8' 11-15-21-1 24"
Sample # 5 @ 8' to 101 12-17-25-2 24" ig
sn
NOTES: 15' 27' Fine to Coarse Tight Brown Sand, some
Gravel (SW) 0
1. SILT FENCE SHALL BE PLACED ON SCOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. Sample # 6 @ 15' to 17' 0-13-13-1 24"
Sample # 7 @ 20' to 22' 12-18-24-2 24"
2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY. Sample # 8 @ 251 to 27" s-9-9-10 24"
MAINTAIN 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 27' 32' Very Fine Brown sand.(SP)
Sample # 9 @ 30' to 32' 6-9-11-11 24"
3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT END OF BORING: .3210"
OFF-SITE&CAN BE PERMANENTLY STABILIZED.
4. MAXIMUM DRAINAGE AREA 1/2 ACRE/ 100 LINEAR FEET
SILT FENCE DETAILS B-3
3 NOT TO SCALE vicinity Low Tide: 9:43 AM
High Tide: 3:31 PM
Water Level Is 3110" below Ground Surface
10:00 AM
30"Blows Penetration
From To CLASSIFICATION OF SOIL Sample of Spoon
Spoon in Inches
Ground 6' Fine Brown and Dark Brawn Silty Sand,
Surface trace Gravel (SM)
Sample # 1 @ 0" to 2' Hand Clear 24"
12'-0"- PROPOSED DRIVEWAY
Sample # 2 @ 2' to 4' Hand Clear 24"
r
Sample # 3 @4" to 6' 4-7-8-9 24"
6' 8' Fine to Coarse Brown and Rust Brown
Sand, some Gravel (SW)
6" +/ PLANTED BERM Sample # 4 @ 61 to 81 18-20-21-22 24"Fine to d
EXISTING GRADE 2%SLOPE EXISTING GRADE 8' 17` some Largearse Gravelo Swn W)and, some Gravel,
0
_ Sample # 5 @ 81 to 101 4•-23-25-28 24" 'b
Sample 11 6 @ 15' to I7' 11-15-•21-20 24" �
y — L7' 32` Fine Brown and 'Light Brown Sand, some
Gravel (SW)
Sample # 70 20' to 221 10-17-22-23 24"
Sample # 8 @ 251 to 271 7-28-30-32 24"
_ I _ 5'-0,_ -Z Sample # 9 @ 30' to 32' 7-11-10=11 24"
32' 37' Fine Brown Sand, trace Gravel (SW)
O I _ Sample # 10 @ 35' to 371 B-11-12-14 24"
IIIIIIIIIIII-IIII IIII-I -IIIIIIII-IIII IIIIIIIIIIII-IIII IIII III IIIIIIIIIIII-II END OF BORING: 37'0"
3/4"-2"CLEAN, CRUSHED
ANGULAR STONE 2" FINISH GRAVEL
8"THICK PRECAST
CONCRETE TRAFFIC GEOTEXTILE MIRAFI 160 WRAP4"GRAVEL SUB BASE B-4.
ON ALL SIDES OF CRUSHED
Vicinity High Tide: 5:31 ISM
BEARING SLAB CONCRETE COVER
STONE 301Qow Tide: 12:06 PM
GEOTEXTILE WRAP watertevelIs below Ground surface e
8:00 AM
GRADE
30"Blows PenetrationDRIVEWAY CROSS SECTION A (FOR TRIBUTARY AREA 4)
CLASSIFICATION OF SOIL Sample of SpoonFrom o Spawn in Inches,1/2"= 1'-0"
Ground 2' Fine Brown and Dark Brown Topsoil into
Surface Silty Sand, trace Gravel (SM)
Sample # i @ 0" to 21 Rand Clear 24" d RYALL PORTER SHERIDAN ARCHITECTS
aD a'P fl ',� �•a e• p•,
z' 6' Eine Brown and Gray silty sand, some
Clay (SMjSC) 45 WEST 21st STREET I 4th FLOOR
:
I ® ® ® ® ® ® Sample # 2 @ 2' to d' Rand Clear 24'
NEW YORK , NEW YORK 10010
Sample # 3@ 4' to 6' 4-6-4-7 24" P (212) 254-1175 I F (212) 254-1755
w = :86' 8' Fine Brown and Light Brown Sand, some e
o I ® ® ® ® ® 12-0" PROPOSED DRIVEWAY Clay, acme Gravel, some Large Gravel (SC
0 ® ® ® Sample # 4 @ 61 to 8' 10-13-14-1 24"
Q I DRAINAGE PIPE(TYP.)AS , ro PROJECT#: 1517
® ® ® ® ® NOTED 8 22 Fine Light Brawn Sand, some Gravel (SW) o
6" +/ PLANTED BERM 'If A0
® ® ® ® ® Sample # 5 @ 8' to 10' 16-16-16-18 24"
Sample # 6 @ 15' to 17':: -10-15-19 24" DRAWN: RZ vx5 S. RY Cyd
PRECAST RING AS N EXISTING GRADE 2%SLOPE EXISTING GRADE Sample # 7 @ 20' to 221 10-10-14-16 24"
® ® ® ® LEACHING RING AS NOTED _ 22' 35' Fine Light Brown and Rust Brown Sand,
® ® ® ® t CLEAN SAND&
LU
GRAVEL _ "t,c, _ = rate Gravel S CHECKED. WR
o
_. 7
a
_ r — Sample # 8 @ 25 to 27r 10-17-22-21 24
O IIII III ..4 I I Ih — r , n i D
z ® ® ® sample # 9 @ 30 to 32 11-14-14-13 24 DATE: 05.08.2017
Q ® ® I I =I I I I = 35' S2' (Sine W) Light Brown Sand: trace Gravel
Sample # 10 @ 35' to 371 8-9-11-10 24" SCALE: AS NOTED .OPr NSW-'4�
4'-0" Sample # 11 @ 40' to 42' 3-8-9-8. 24"
_ Sample # 12 @ 451 to 47' 9-11-14-14 24"
CLEAN SAND&GRAVEL —IIII IIII IIII IIII IIII II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II II Sample # 13 @ 501 to 521 10-13-25-RI FUSAL 18"
3/4"-2"CLEAN, CRUSHED STO R M WAT E R
GROUND ANGULAR STONE 2" FINISH GRAVEL END OF BORING: 5210"
WATER MANAGEMENT PLAN
2'-0"MIN. AS NOTED 2'-0" GEOTEXTILE MIRAFI 160 WRAP 4"GRAVEL SUB-BASE
ON ALL SIDES OF CRUSHED NOTE: BORINGS PERFORMED BY SLACKS TEST BORING, INC. ON FEBRUARY, 17
STONE 2016.
GEOTEXTILE WRAP
4 TYPICAL SECTION @ LEACHING POOLS 1 DRIVT�WAY CROSS SECTION A (FOR TRIBUTARY AREA�3, Pill
NOT TO SCALE 1/2 = 1