HomeMy WebLinkAbout43975-Z rr
�o�g11FFOt,fTown of Southold 3/2/2020
P.O.Box 1179
53095 Main Rd
�`y,J 0�� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41107 Date: 3/2/2020
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 44030 Route 25,Peconic
SCTM#: 473889 Sec/Block/Lot: 75.-6-6.1
i
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/16/2019 pursuant to which Building Permit No. 43975 dated 7/16/2019
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:
accessM garage as applied for.
The certificate is issued to Singer, Samuel
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43975 2/27/2020
PLUMBERS CERTIFICATION DATED
A ho ' ed i a ure
FFQI� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
cm TOWN CLERK®S OFFICE
y . }} 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#: 43975 Date: 7/16/2019
Permission is hereby granted to:
Singer, Samuel
515 E 72nd St Apt 17G
New York, NY 10021
To: Construct an accessory garage as applied for per DEC Non-Jurisdiction letter.
Replaces BP#41632
At premises located at:
44030 Route 25, Peconic
SCTM # 473889
Sec/Block/Lot# 75.-6-6.1
Pursuant to application dated 7/16/2019 and approved by the Building Inspector.
To expire on 1/14/2021.
Fees:
PERMIT RENEWAL $434.00
Total: $434.00
Buildin Inspector
�S�FFutK TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • 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#: 41632 Date: 5/12/2017
Permission is hereby granted to:
Singer, Samuel
515 E 72nd St Apt 8B
New York, NY 10021
To: construct an accessory garage as applied for per DEC Non-Jurisdiction letter.
At premises located at:
44030 Route 25, Peconic
SCTM # 473889
Sec/Block/Lot# 75.-6-6.1
Pursuant to application dated 3/10/2017 and approved by the Building Inspector.
To expire on 11/11/2018.
Fees:
ACCESSORY $868.00
CO -ACCESSORY BUILDING $50.00
Total: $918.00
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Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G sean.devlin(a-)-town.southold.ny.us
Southold,NY 11971-0959
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To. Samuel Singer
Address: 44030 Route 25 city:Peconic st: NY zip: 11958
Building Permit#: 43975 Section: 75 Block 6 Lot: 6.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
iContractor- DBA. Wildwood Electric License No: 4836-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 2 Ceding Fixtures 6 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 10 Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect El Switches $ V LED Exit Fixtures Pump
Other Equipment 42 Circuit Panel- 12 Used
Notes.
Inspector Signature: Date: February 27, 2020
S Devhn-Cert Electrical Compliance Form.xls
ho�aOF SO!/lholo
* # TOWN OF SOUTHOLD BUILDING DEPT'
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ]- FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ]
FRAMING/STRAPPING [tof FINAL 6c, '�AM
[ ] "FIREPLACE & CHIMNEY y ' [ ] FIRE-,SAFETY INSPEC ON
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:.. I
DATE YAP INSPECTOR
OFSOUTyo� �� 1 7S (/k --
# # TOWN OF SOUTHOLD-BUILDING DEPT.
765.1802
INSPECTION-
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING:` . .
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' }
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �-A-A" Tf
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
f j N'm- TAC"-r 1444...._ /AllP%Zati
DATE INSPECTOR
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
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. wt
VI/ t�11I
DATE >4LtS INSPECTOR
I
1�� �aOF soup,o
# TOWN OF SOUTHOLD BUILDING DEPT.
-Cou765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
IV FRAMING /STRAPJP—tNG [ } FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
U
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IMUL.ATION
nd
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NEW FORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of enviro"Mentel permits,R40ion I
SUNY 0 Stony Brook,50 Circle Road.Stony Brook,NY 11790
-P.(632)464-03651 F.(631)444-0350
www,dec,ny gov
LETTER OF NO JURISDICTION
TIDAL WETLANDS ACS'
September 30, 2016
Mr. Samuel Singer
515 least 72nd St., Rpt. $B
New York, MY 10021
Re: 440130 Route 25
Peconic, Suffolk County
SCTM# 1M75-06-6.1
DEC Facility#1-4738-04447
Dear lir. Singer.
Eansed on the information}gots submitted,the Department of Environmental Consen ation has
determined that the portion of the above-noted property that is above the natural 10'contour, as shown on the
survey prepared by Nathan Taft Corwin ill, l-.5., last revised September 15, 2016 is beyond Tidal Wetlands Act
(Article 25)jurisdiction. Therefore,in accordance with the current Tidal Wetlands hand Use Regulations
(6NYCPZR Part 661)no permit is required for construction of the proposed single family dwelling and accessory
structures shown on the survey. However,the clearing and grading below the 1(3' contour and any driveway
work below that line will require a DEC permit. The construction of any docks or water access structures will
also require a permit. We acknowledge that application# 1-4738-04447/00001 is pending to address those
regulated activi:ies.
Be advised, no construction, seaimentafion, or disturbance of any kind may take place seaward of the
tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure
'that all precautions are takers to prevent any sedimentailon or disiuroance within Article 25 jurisdii tion which
may result from your prcjed. Such precautions may inciude maintaining adequate work area between the
jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence,
barrier: or trate bay berm.
This letter;sheail remain valid unless site conditions change.
Please mote that this letter does not relieve you of tete responsibility of obtaining any necessary permits
or approvals from other agencies or local municipalities.
seas
,c
Qr Evans
Regional Permit Adrinfinistrator
CC.- DKK Shores
BOH-TW
file '-fI IPAR i Department of
Conservation
A pro ve-d W1 ND �4 �1
Scott A. Russell ��s+.)�r 4ST 0)][�.��1 WAATIE),
svPERvlsoR co
_ MIA NA\{G]EAMHENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CIAPTER 236 - ST®R1kIWA,TER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
NOV 09. 2016
DOES THIS F90J1ECT, INVOLVE ANY OF THE YOLLONVING:
Yes No (CHECK ALL THAT APPLY)
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
within any parcel or any contiguous area.
Q C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
L-1 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. 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! 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.
}Pei` S.C.T.M. #: 1000 Date:
AP L1CAt't C; (Property Ow r,Design Profe ional,Agent,Contractor,Other) C District
NAME. D P S ores �Y%G�r _15
J_ 6 &. l It-Z-10
�-1) section Block Lot
O06 Sin
of "°�° ey� (��� " FOR Bul LD N-(1 IDUP,i!<l -M[NT
Contact Information: D� 8Z)n GO n 1 6 /
— — — _ .._ ��•��g LA(V — — — — — )reviewed By: v� / _.._
Date --
Property Address/ Location of Construction Work: _ — _ — _ _ __ _ _ _ _ __ _.
�y��(� Q approved for proce,stng[wilding Per iit.
Qiz -� Stormwater Management Control Plan Not Requu-ed.
Stormwater Managcment Control Plan i.Required
(Forward to Engrneenrg Deparimem Ifor Rev,fw)
FORM a SMCP-TOS MAY 2014
4,;
APPLICANT. S.C.T.M,t- 1000 C �� i' 236
tProperry Owner.Design pA,^Ai `Age t,Contractor,OtherY
r-t ,,� Lr'"i�`'/ -A. 1 Stormwater Management Control Plan CHECK LIST
'rAi E Leel J) r Section Block Lot V+ x S M C P -Plan Requirements: Provide ONE co
� - 9 copy of the Building Permit Application.
Date: * The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklist!
I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to an Item, Please Provide Justification Herei
bhow all of the followingYES NO NA y
item:: If you need additional room for explanations, Please Provide additional Paper.
a Location& Description of Property Boundaries
b• Total Site Acreage. —IV. J1C. Existing - Natural & Man Made Features within 504 CF,of the Site Boundary as required by§236-1 7(Cu21. Contact EFgVneering at -1560 betore
d. Tesi Hole Data indicating Soil Character,,sties&Depth to Ground Water_ Backfill, OR Provide Engineer's Certification -
e. Limits of Cleai ing & Area of Proposed Land Disturbance that the drainage has been installed to Code.
f. Existing & Proposed Contours of the Site (Minimum Z Intervals)
g. Location of all existing& proposed sttuctures, roads, EROSION &e SEDIMENT CONTROLS
driveways, sidewalks, drainage improvements&utilities, Shall include but not be limited to: _
h. Spot Grades & Finish Floor Elevations for all existing& A well maintained Construction Entrance
proposed structures.
I.
Location of propg�ed Swlmmtng Pool and discharge ring.
j. Location of proposed Soil.Stockpile Area(s).
k. Location of roposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s). -- —
m. Location of all proposed erosion&sediment control measures.
2. Stormwater lvlanagement Control Plan must include Calculations showing
that rhe stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all Impervious surfaces generated by a two(21 inch
rainfall/storm event,
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requirilie details shall include but not by limited to:
a. Erosion & Sediment-Controls. O —
b. Construction Entrance&Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leach in Structures (e.g. infiltration basins,swales,etc.)
TOWN OF
t;SC ONLY "'''•
1 Additional Information is Required.
Reviewed & I � Stormwater Management Control Plan is Not Complete,
Approved By
Stormwater Management Control Plan is Complete. _ -
Date: SMCP has been approved by the Engineering Department,
FORM ' SWCP Check List-TOS MAY 2014
SO(/l�®l _
� o
Town Hall Annex Te one 631)765-1802
54375 Main Road en r0 end ert 6 � n
P_O_Box 1179 n
Southold,l`TY 11971-0959Q� a0 U
C4UN1`(,�s� JAN 1 7 2017
BUILDING DEPARTMENT BUILDING DEPT.
TOWN OF SOUTHOLD TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: koyf Date:
/— o
Company Name: — �Jn,k hers— 'Cc- r e 7(-c
Name-':-
License
arrie:License No.: 3 Yo 011
Address: c-�•qJ��S �� ��lf�� /i�: _ ll�'�
Phone No.:
JOBSITE INFORMATION: (*indicates required information)
*Name: �/}Nl c��Z S/�v C� OL
*Address: ��n p M�eti /ZD
*Cross Street:
*Phone No.;No.: (j .1
Permit No-: /,,? ') S
Tax Map District: 1000 Section: �7 5 Block: Lot: ( -
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
lease Circle- ply)
*I Inspection: YE /e Rough In Final
*Do you need a Temp Certificate: YE / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
poLk
n v4hbo , G&-r, ISA
82-Request for Inspection Form I 1 0/ n
diln
BUILDING DEPARTMENT-Electrica 1nspector---,,,.
ISS A TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road -PO BC%AJ1 7-93 2020
Southold, New York 11971-0959,
Telephone (631) 765-1802 - FAX (631) 7165-9502-,
rogerr@
so.utholdtownny.gov- seandCD-so.utholdtow*'nnv.-gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Information Required) Date: -3--3-2c)
Company Name: WiLb-Woo-b- ELjEC--rZ%c- c_
Name:
License No.: email: O-W i LbWoob ELEC-Ta IC- a e-orn,
Address: -7p, C) -11->u -Rivoiz- Q4. 11-79Z
I -X - BO8 10 --- 1
Phone No.: 0E-(:tcE- 63l- 929-qZ/9 C.CLI- 45/- 236- -ZZil
JOB SITE INFORMATION (All information Required)
Name: SAY-ntAe-L Sw&Eiez
Address:' qqo5o_- RT 26- --PE-coal e.-
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: 7t—> Block: 040 Lot: 1' .
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
A C-0-G!56 oM
Circle All That Apply:
Is job ready for inspection?: <gD 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: _L00 A #Meters Old Meter#
9-ew--Se-rv`i-ce-_)- Fire Reconnect- Flood Reconnect- Service Reconnected Under round Overhead
#Underground Laterals 1 20 Frame Pole Work done on Service? Y N
Additional Information:
18
PAYMENT.DUE WITH APPLICATION
Request for inspection FormAs
I
T-own Hall Annex
Telephone(631-1802
54375 Main Road
P. O. Box 1179 # CD Fax(631) 734-9502
-Southold, NY 11971-0959f
19 1-0959f
BUILDING DEPARTMENT
NOTICEOFUTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 3-q -�_l
Owner: Sarwv&l
Location of Property::. C'
Please to that the (check applicable line).
New*residential structure * -doa6ked
Addition to existing residential sfrtici6re
Rehabilitation to an existing residential structure
71 to be constructed or' performed at the.Emolpct pFqPpq-y�efqrQnce above will Utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction
Timber construction (T-C-)
in the fol owing iocation(s)(check applicable line):
Floor frarning,.including girders and beams (F) 'k.
Roof framing (R)
Floor and roof ftarning ('F' R)
Signature:
Name.(person submitting this form). �0"` I` eS�'GU�
7-
Capacity(check applicable line):
Owner
Owner representative
TrussResFZeq15_docx Effective 111!2015
Southold Town Building Department
oo uf�ol c�r� P.O.Box 1179 Permit#: 41632
53095 Main Rd
W .# Southold,New York 11971 Permit Date: 5/12/2017
`4,1 �ao� '�t (631)765-1802 Expiration Date: 11/11/2018
Parcel ID: 75:6-6.1
BUILDING PERMIT RENEWAL LETTER
Dated: 6/18/2019
Applicant: Singer, Samuel
Location: 44030 Route 25,Peconic
Work Description: ACCESSORY GARAGE
construct an accessory garage as applied for per DEC Non-Jurisdiction letter.
A FEE OF $434.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Singer, Samuel
Address: 515 E 72nd St Apt 813
New York,NY 10021
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Allt� CERTIFICATE OF LIABILITY 1NSURAN�E FDATEIMA9tDD1Y-1
110/ao1�
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 010 RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AffiRMA-11"VEL OR MEGA'tTVEI:Y AMEND, EXTEND OR ALTER—Ing COVERA Ea -AFFORDED W T Ise POL1C"—
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 02TWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER,
IMPORTANT; if the certificate holder Is an ADDiTIONAL INSURED,the pollcy(Ies)must ba eadorsed. if SUBROGATION IS WAIVED,sAWA to
the terme and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such andorsement(s).
PRODUCERT>3T80 MOScBt�]to
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INSURED INSURER B:
Hamptwo Habitat Enterprises Corp INSURERc:
361 Old Riverhead Road INSURBRD•
Suite 13 INBUREIRR:
Westhaupton Beach Nr 11978 1 IN :
COVERAGES CERTIFICATE hill; BE-RC161611439106 REVISIONIfU€19BEtd
THIS IS TO F-RTIFY THAT THE POLICIES OF iNSURANCE LISTpD BELOW HAVE BEEN ISSUED 70—THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUiREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT IN", RUDE`T TO W41CH TF-IS
ECERTIFICATE XCLUSIONS ANDYBE COND TIONS OF SUCH POLICIES.LIMITSY PERTAIN,THE URANCE AFFORDED BY THE SHOWN HOWN MAY HAVE SEEN REDUCED D BY PAILICIES D
CIAIM►S.RIBED HEREIN IS SUBJECT TO ALL THE TERMS,
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TYPE OF INSURANCE p NU
$ COMMERCIAL GENERALLIABR.ITY EACH OCCURRENCE $ 2,000,000
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x POLICY El JEC7 Q LOC PRODUCTS-ODMPIOPAG3 S r000,000
pnployrm @etlffila $ ,000,000
OTHER: tLIMITS
AUTOMOBILE LMOLITY E r +
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CERTIFICATE FIflLDEIt CANCELLATION '
SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Town ®� �T3thkbQ33 THE EXpIRATIOH DATE THEREOF, KO=E TMLL BE DE, RED IN
ACCORDANCE WiTH THF P01-CY PROVISIONS.
53095 Route 25 !
Southtnold, MY 11971 AUTH5WODREPRES2-NTATTVE
Justin Foa/SM e�m u -
01988.2014 ACORD CORPORATION. All rigotS mserved.
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Ii1iSC26/9014011
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will —noll
New Yorl: T—surance; Fuc -1
Workers,Compensator&Disability Benefits Speciatists Since 1414
199 CHURCH STREET,NEW YORK,N.Y.10007-1100
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
n
A A.P.A A A 113229746
HAMPTONS HABITAT ENTERPRISES CORP
381-13 OLD RIVERHEAD ROAD
WESTHAMPTON BEACH NY 11978 °
Scan to Varidate
POLICYHOLDER CERTIFICATE HOLDER
HAMPTONS HABITAT ENTERPRISES CORP TOWN OF SOUTHOLD
381-13 OLD RIVERHEAD ROAD 5;09-5 I%UT-1 E25
WE:STHAMPTON BEACH NY 11978 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
i 21367 715-8 27429 07/01/2016 TO 07101/2017 1111/2017
I THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORn STATE INSURANCE
FUND UNDER POLICY IO. 13 718-9, COVERING THE ENTIRE O-BLI(SATTION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEIN YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS
NEW YORK,TOT HE POLICYHOLDEF NEW YORK RSREGULAR AS INDICATED
TO OPERATIONS
NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAtD POLICY,tNCLUDING ANY NOTIFICATION OF CANCELLATIONS,
YOR TO VALIDATE ORK STATE INSURANCE FUND S NOT LIABLEIS CERTIFICATE,VISIT OUR IN�BSITE AT
OF FAILURE TO GIVE SUCH NOTIFICATIONS. NEW
OF
THIS CERTIFICATEUPON IS ISSUED AS TIFIA MATTER DER.INFORMATION THIS CERTIF CATS D CONFERS NAMEND, EXTEND INSURANCE
OR ALTER
O;OV�:v� J. Ot, THE CERTIFICATE
THE COVERAGE AFFORDED BY THE POLICY.
BY CAUSING ER, THE
ER OR
REPRESENTATIVESUNDERTAKES TO PROVIDE ISSUED CERTIFICATE TO BE HE CERTIFICATE THOLDER 15 CALENDAR DAYS'NOTICE OF ANY
CANCELLATION OF THE POLICY.
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S:E�j a 0 4,
DIRECTOR,INSURANCE FUND UNDERWRITNG
VALIDATION NUMBER:7525&2491
U-26.3
STATE OF NEW YORK
WORKERS COMPENSATION BOARD
CERTIFICATE OF iNSURANCR COV-Ea-AGE UNDER'I'_?M'NYS PisABIMTYDENEarITS LAW
ART 1.To be coin leted by Dbabliltv Benefits Carrier or Licensed Insurance A eat of Haat Carrier
Ia.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number Of
HAMPTONS HABITATENTERPRISES CORP Insured
38113 OLD RIVERHEAD RD (631}288-6057
WESTHAMPTON BEACH,NY 11978 1c.NYS Unemployment Insurance
Work Location Of Insured(Only required If coverage is specifically limited To certain locations In Employer Registration
Nlmv'fork Sarw.,i a Wrap-L p Policy) Number of insured
Id,Federal Employer Identification
Number of Insured or
Social Security Number
11-3229746
2.Name and Address of the Entity Requesting Proof 3a.Name of Insurance Carrier
of Coverage(Entity Being Lismd as the Certificate Holder)
W$St70 INSURANCE
Towa of Scuffivld COMP Q ly
53095 Route 25
Southold,NY 11971 3b.Policy Number of entity listed in box
la. .
0129195
3c.Policy effective period:
1/11/2017 to 12/31/2018
i 4.Pol;cy covers:
a. 0 All of the employer's employees eligible under the New York DisabilityEenefits Law
b.❑Only the following class or classes of the employer's employees:
Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the
named insured has NYS Disability Benefits insurance coverage as described above.
Date Signed 1111/2017 By �
(SiVab o of iasumme car'er's mthm dined representative or NYS Licensed insurance Agent of that insurance carrier)
Telephone Number 800-535-2711 Title Vice President
IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licemed Insurance
Agent of that carries,this certificate is COMPLETE.Mail it directly to the certificate holder.
If box"4b"is checked,this certificate is NOT COWLE1'E for purposes of Section 220,Subd.8 of the Disability Benefits Law.It
must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,
NY 12305.
FART 2.To be completed by NYS Worlcen'Compensation Board(Only if box"4b"of Dart 1 bas d.)
been cheelke
}Mate of Nvv g=WVd iii
Work rs'Compensation Beard
According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability
Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of NYS workers`Compew6Dn Board Employee)
t
Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those
insurance carriers are authorized to issue Form D&120.1.insurance brokers are NOT authorized to issue this form.
D&120.1(9-15)
PRODI ICED BY AN ALITODIESK EDLICATIONA1 PRODUCT
O� �-
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'�y�q 2 (�� G✓,e � � G�N.�iPNG
"t. 0. �� s. ,� SURVEY OF PROPERTY
Baa\ p° z
�2z �o�� �\ o .� \ SITUATE
LA
KEY MAP PEC 0
NIC
moo• o
S \ \ N SCALE 1"=200'
�
� � TOWN OF SOUTHOLD
� o�(10. N 1 �o SUFFOLK COUNTY, NEW YORK
�c 12' WIDE DRIVEWAY SWALE S.C. TAX NO. 1000-75-06- 6. 1
7f f
rz' DRAINAGE SYSTEM CALCULATIONS:
i \ ' � G�'0� (2" RAINFALL & 10D� RUNOFF COEFICIANT)
�j d aab30 \ �' �O'0 DRIVEWAY RUNOFF: SCALE 1 =30
ZA, o o• a y REQUIRED: 12 ft. X 2" X 1009 = 2.02 cu. ft. PER LINEAR FOOT OF DRIVEWAY FEBRUARY 1 , 2015
6
2 6 00 o q x'xI PROVIDE: 10 ft. WIDE X 6" DEEP SWALE = 3.34 cu. ft. PER LINEAR FOOT OF SWALE
DECEMBER 2, 2015 ADD PROPOSED HOUSE
FEBRUARY 10, 2016 REVISED PROPOSED HOUSE
N
Oro j6 55 ,� �• a \ APRIL 9, 2016 REVISE SITE PLAN
APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK
- MAY 4, 2016 ADD FLOOD ZONES
' 3 \ o• JULY 12, 2016 REVISE DRIVEWAY
JULY 23, 2016 REVISE DOCK
0 SEPTEMBER 15, 2016 REVISE UTILITIES
OCTOBER 25, 2016 ADD STORMWATER NOTES
DECEMBER 15, 2016 REVISE DRIVEWAY
A
Xop.0i= \ TOTAL AREA = 952,793 sq. ft.
21 .873 ac.
z 1 AL \\ o CER TIFIED TO:
SAMUEL SINGER
�N \\ o STOLDMAN EWART TITLE SINSURANCE BANK ACOMPANY
`" 1 \ o ADVOCATES ABSTRACT, Inc.
AIL
1
NVV
PROPOSED AREA
!Va 0; \ \ o 1 DESCRIPTION AREA
HOUSE 2,982 sq. ft.
ALo
N 00.25'22"E t02.85' \ A � \ rn s GARAGE 1,920 sq. ft.
'V. AL ��T\ Tn �, � Go ' INGROUND POOL 1,200 sq. ft.
In
POOL PATIO & WALK 3,476 sq. ft.
die s � HOUSE PATIO 1,150 sq. ft.
z \� ' A rn -1;9
\ m
!�= I � P o• tx. o (2) STOOPS 155 sq. ft.
Q7 L; , „h r 1 TOTAL 10,883 sq. ft.
f a O yc+ re ;oma
tD Lp ,IY •4 a tn'�C� '•'Z.
iD V,jD
O nus -
0 W
49° m�� 0.0
bA9•ZZ '� / rn� / 1 iN TEST HOLE DATA
50,17" E / p1� ' I / (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON DECEMBER 3, 2015)
62, EL. 11.7
N / �o D,
/ ,�O •. /� DARK BROWN LOAM OL
1 1'
F1-1 / _� •',�. / 11 BROWN SILT ML
ca 0e" ..
AL O p H�t'] // 3 / 1 ••
0 o DRIVEWAY '
w 1 DRAINAGE SYSTEM CALCULATIONS:
I / / (2- RAINFALL &DRIVEWAYIAREANo 2coXlc2 0' 1,200 s ft.
BROWN FINE TO MEDIUM SAND SP
s = r, y 9 // •'p. I / / 1,200 sq. ft.(X 2" X 100% = 204 cu. ft.
X2.39' o E* t .4.-
AL _ / N 10' 111 I / 204 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required
9884 6, W ` // DIP. N p0O�' MIN M' / I I i PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS
iAIL
(2) 13M DRP I
N o 11 o I /p/Rp o5>GD�Q�- - -- - -NO- - .1 I I ,2 Z EL. 0.3'
}, , 11.4'
�N Imo /
o
oL
WATER IN BROWN FINE
O \10 .�C \ \\ \ TO MEDIUM SAND SP
N 6 . AL \
w \ L\�
v1014t Q / / / / -
Dr OF I 'C11 ': Z¢ �1\
ODS W 7
AREA OF DETAIL
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
/ / / / // / 'y,/ / • r• - - a HOUSE TOP BURIED
FSL�'� 4• DEEP max. PRECAST REINFORCED CONCRETE COVER 4'TOP BURIED
FINISHED GRADE
/ / ELEV. 12.5• BURIED 1' DEEP min.2' DEEP max.
P max.
PRECAST REINFORCED CONCRETE COVER 24"dia.LOCKING,WATERTIGHT& INSECT PROOF FINISH GRADE
/ BURIED V DEEP min. 2' DEEP max. ELEV.
CAST IRON COVER TO GRADE
6/ / / / - / • .x 1 MIN. 4"dia. •
/ / / i APPROVED PIPE 20"min 0"min. MIN. 4"dia. e • TOP EL 10.1' a 3.
�\. PITCHED 1/4"/l' TOP ELEV.11,2 APPROVED PIPE
PRCHED 1/8"/1' 20 min
N O
bill / / / 1 ' INV.EL.
INVERT m 5m m INVERT CROSSOVER BANDAR
ELEV.Qy_ ELEV.9..4' PIPE COLLAR
3 FLOW
•J / / / / / / \ - - BAFFLE
HIGHEST EXPECTED GROUND WATER
ELEV.�,4� ELEV.2&'
1 ? V ABOVE HIGH WATER
SEPTIC TANK (1) GROUND WATER
1. MINIMUM
SE TIC TANK CAPACITIES
FOR DEEP TO 4 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (3) /-GROUND
x / / / / �5 1 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pet AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
/ I 3.WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6-AND A BOTTOM THICKNESS OF 4'. 3 POOLS; 4' DEEP, 8' dia.
ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pet.
/ I 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL)
-10 1 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS ITH A MAX.TOLERANCE OF t1 4 LEACHING STRUCTURES,SOLID DOMES AND/OR STABS.
ON A MINIMUM 3-THICK BED OF COMPACTED SAND OR PEA GRAVEL / 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).
4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL D. MAINTAINED.
8.A 10'min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED.
x 11.2 ` \ 1 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MNNTNNED.
P�O
Ile
dkz
11 7
4 +G��Q \
NOTES:
11.7 W T29N o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
�.1 / f / o DRAW Rn EXISTING ELEVATIONS ARE SHOWN THUS:lu
OD WATOR 1 EXISTING CONTOUR LINES ARE SHOWN THUS:-- --lo- - --
/X
HUS:-- --t O- - --
/ X 1 opt' w"G c 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
/ 13.0 6P``�LINA W_G LINES E 1 N ,. , ,. '
pROPOS>�TEL�G-K NE TEST HOL 1 TANK; 8 LONG, 4 -3 WIDE, 6 -7 DEEP
G ELI=GTRIC, -ate 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 s ft SIDEWALL AREA.
^ - w- pSED 134. \ 117 rn 1 c q
PROP \ IrllO mr r 3 POOLS; 4' DEEP, 8' dia.
^ry
11.9 I �ZC) PROPOSED EXPANSION POOL
all, � / s r�
PROPOSED LEACHING POOL
/ I I /xlts ® PROPOSED SEPTIC TANK
4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
5. FLOOD ZONE INFORMATION TAKEN FROM:
� \
SOIL STO�KPILE
Imo`' W= 0➢rn o FLOOD INSURANCE RATE MAP No. 36103CO162 H
i (>A 13.3 \ 0 A CSA O \ 10
\ a ' ::,':t:,:,'o��..:.'.:,. - ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
rn \ m ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
O 1
\ XQ)D ° �� \ ' EEpAa \ WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN
zGcn 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
\ r0 z p D -1L111-1 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
I \ \ p�' Q O \ \`
1 x \ ;`: �: 0 \ HO USE' & CARAGE
L11< \f p \
\ \ \ z rn 50 u1 \ 3 0 2: ::::: ::: I DRAINAGE SYSTEM CALCULATIONS:
i \ \ D \ Oro O:... ..: .....
CC A toi �
\ \ m z \ n1 \ 13.2 �''.'`` HOUSE ROOF AREA: 2,980 s ft.
drn \ x. 00 , q
2,980 sq. ft. X 0.17 = 507 cu. ft.
\ \ darn \ Ls;:;::::1Dr�v'::::;:::::;::; �� x� 507 cu. ft. / 42.2 = 12 vertical ft. of 8' dia. leaching pool required
Ne
PROVIDE 2 8 dia. X 6 high STORM DRAIN POOLS
o
ILL \ \ \ \ o\ 2`? ::::;;:: ::' x1 ,2\ GARAGE ROOF AREA: 1,920 sq. ft.
\ \ \ \ \ ;:;:➢ ::':':':':';c:;::.: I o_ 1,920 sq. ft. X 0.17 = 327 cu. ft.
\ \ \ \ \ ::'::'::'::'::"'.:::`: :: / 1 327 cu, ft. 42.2 = 8 vertical ft. of 8' dia. leachingpool required
Al \ \ \ ;\ \ -n \\ oo'::::::: I / PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS
\ \ O O\ .: : ..
Cr 0
X c7
ILL
O \ \ o.a.:::. ➢ X10 �� // / 1
°°
STORMWATER MANAGEMENT NOTES:
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS.
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING
\ f 6 \ t \ \ \
11.0 ' // / / / t AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS.
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS
OFTEN AS NECESSARY, TO ENSURE PROPER FUNCTION, UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
SCREEN IS REMOVED.
x 10.7 1 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES
111 \\ \\ \ _ x / /'/ -/ o� 1 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS
O = pyo \ \ �� - - �" -- -- // / / / G Utz , NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES
\ x ��`-- _ _ - / / / / SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED
x12.4 x-LLQ SHALL
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED.
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND.
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND.
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED
ON THE PROPOSED RESIDENCE.
x /t / x 11.6 x11.5 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS.
\ / / 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF
/ FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE.
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE
x 3�P SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW
0 IMMEDIATELY UPON COMPLETION OF THE PROJECT WITHIN TWO (2) DAYS OF
/ ��G�� FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT,
y�+ 00 \ / / / / / WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
°-p / / / / / / �c� VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO
TIME OF YEAR,x t �oP° s ��� PERFORMED AS SOON O AS WEATHER CONDITIONS FAVOR GERMINATION RARY MULCH SHALL BE APPLIED AND FINAL EEDING
\ �� /� e� AND GROWTH.
, j + 16� o� \ �''�`� / / / / /+ + p��J�� 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA
lti � /`a, osteo \ QP5 THANVEGETATIVE SQUARE FOOT WITH
INCSIZEIGUOUS UNVEGETATED AREAS NO LARGER
+ l � \ y ` 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR
114 jy SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF
x y /� OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL,
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR
+ 11 lti yg � CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.
0.2
...,LL-L.•SSSpIII
ELEVATIO2014 1.4'
N LOWER LOW WATER ELEVATION HIGH WATER MARK OMARK/03/22/2014 = -1.6
WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO � F�
LOW WATER BEING AT 0.0" + Z >. -P•
( ) TEMPORARY CONSTRUCTION ENTRANCE
ac�� 14 (NOT TO SCALE)
s
-15q
\ 1L ' 50' MIN.
+1, Q°G �� sy \ \�� �/ OR TO BE SUFFICIENT TO TYPICAL STORMWATER UNIT
KEEP SEDIMENT ON SITE
+ C�9 Ohl PrP \ �/ I HAY HALES AND/OR (TOPS TO BE TRAFFIC BEARING)
�y�s �r��0 ll QR°Q SILT FENCING (NOT TO SCALE)
' i a GRATE OVER CAST IRON INLET FRAME do COVER (FLOCKHART #63518 TYPE 6840)
5
DRAINAGE 80X FINISHED GRADE
OR 6"THICK REINFORCED CONC. COVER
8" TRAFFIC BEARING SLAB 1 -0"
..........
..........
ti
' � ,':;t;. A� _ • - - -- .._--,_ I � N - PIPE FROM ROOF GUTTERS
CRUSHED
l+ ��91 � / Q I ALL AROUND 4" - 1-1/2" STONE
l�'r� / .�,�' yYl+ HAY BALES AND/OR LEACHING RINGS
SILT FENCING
+ ,.'
,�' 11 1 3'-0' "
REINFORCED
PSI ® 28 DAYS CONC. 3'-0"
` # 1,�6 , + 1 PLAN VIEW (min.)
ro
1
ROAD ->
,,,,��,, EXISTING GRADE
° '�/ 9+ 1,
11 1 HAY BALES AND/OR
SILT FENCING
CONSTRUCTION ENTRANCE BASE OF
GROUND WATER
COMPACTED 3/4" STONE BLEND
'� �ry OR N.Y.S. D.O.T. APPROVED R.C.A.
GRADEOTOBALLOW FORVDRAINAGEG
< l+ CROSS SECTION
_....,_,...__....,...,_ ..,_..__..__,..._._...,,_.............................._..,...._ __..........................
................,..,.....,_...,..w _,_ __ ........ - ...,.,m -._,......... _ __......__. .
I �,.1 l 1• a 4 ��`rP Y. 7 �,5rt ( � z r: Jw•,R
! j I $
i t \ •.. ` �'� S A` f 'YI
t
.. .. r.. yt F
S I'Y
• Y
`.'� .L"•....,,. `�:�: f 1 .•of
�• r
•e
I
EXTRA STRENGTH FILTER FABRIC POSTSTEE (OR ;DOD
POST TYP.
REQ'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.)
STEEL OR WOOD POST
10' MAX. O.C. SPACING
W/ WIRE SUPPORT FENCE FLOW
6' MAX. O.C. SPACING od
W/0 WIRE SUPPORT FENCE
I '. ..w e,. ..
1 NOTES:
TO BE USED WHERE TOPSOIL IS NECESSARY FOR -` 0� ;• 'v �• '� '�•
REGRADING & VEGETATING DISTURBED AREAS. 1 . AREA CHOSEN FOR STOCKPILING OPERATIONS =-` _.- /\\//\\ >s�\\\j/
I SHALL BE DRY AND STABLE. c • :., ��\\\,�\ ;,.:,,: \\�\•
TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE ?
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND TO POST
�/\\
3. UPON COMPLETION OF SOIL STOCKPILING, EACH ` ' N / /
\ 4" X 6" TRENCH
PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ` r <; \ \ \ `� �!i\ /\\/ W/ COMPACTED
gig;>>' ,` : t '<r ;...;. STABILIZATION MEASURES) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH �\\���\���\��\\� �`/%/' BACKFILL
r d1 F.. •°t ;l.?q:° a r ya "ia::3 \ SI.T FENCE D.T T.
,.._._.,..._ .�e ,. .... ...._:._....._....... ......._. �_._. _ ,.,_.M .,. ,, �_. _ _... _ , _ .. _._,....�_ _. _ - APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION 0R COVERED. NOT TQ SCALE
AND REQUIRED PERIOD OF USE. 2 TRENCH DETAIL
SLOPE OR LESS NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE)
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER
EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED
€ >A _ 1,){ ?�I-Y �€iF!rad' ��'o''`�! `'' >" ;
STABILIZE ENTIRE PILE SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW
�^- OFF-SITE TRANSPORT.
WITH VEGETATION OR COVER
m
j `^' N ACCORDANCE WITH
L ..,..._..._ ._... ...w_................._..... :... .__. _.._......_.__..........._.... ?....- _,m ° _ _........€ , w - \. _.....__.« H THE MINIMUM
� ' ""` - BY THE L I A L S AND APPROVED AND ADOPTED
......ter. _.
� " g � ( STANDARDSIFOR TITLESURVEYSAS ESTABLISHED
It)- tol, � � � � � � � � FOR SUCH USE BY THE NEW YORK STATE LAND
F TITLE ASSOCIATION.
a
• ` "`lid�,�� `'?�f� ?� t;> �.{ 's1 )� •�. ......-.....,...,.._.. w...°....m.,...w......�y('.'t j�,sl. .:= fi�.r
iC'=` `fl:."z< 4r :t e,EQ.1 °° 1G(40 I Z
I
J1 r
110
'1.-tr p -I=i`.- 9 ,'r��i/W;.r F�j eg e, �:.a> Y°R v°�:``� I .._.5........... ........ r _,
----'' • N.Y.S. Lic. No. 50467
STRAW BALES OR SILT FENCE
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
{ ° ; "°, ,N• A THE NEW YORK STATE Nathan t Corwin ���
SOIL STOCKPILE
-
SS
Y' •"'....,_...._. .......:��..
SECTION 7209 OF t h T of
' (NOT TO SCALE) EDUCATION Law.
2' °._�.•_`� �' €`'•_ '�'„,�t;,_„,�„�,„,_,_._,_.„.�.._,,„,„„„, ,"�,„,, COPIES OF THIS SURVEY MAP NOT BEARING
- Land Surveyor
THE LAND SURVEYOR'S INKED SEAL OR
to .-_, T= '
W%, t ,,
•` , _ TO BE A VALID TRUE COPY. BE CONSIDERED
yy`' << ,• ,�j• EMBOSSED SEAL SHALL NOT
a• `F.
n ,
1
} . .r?a. r .-.:• ( ..� D E HALL RUN
..,......_._.._ -_...._..
tanley J. Isaksen, Jr.
........................_..
�';`r�1Rt.�. ....., ..... ,•( ,.... .. �, Successor To. JosephA. L.S.L.S.
„� � -� � °`,,,I. 1,•}A�1 � � L �- , ONLY TO THE PERSON FOR WHOM THE SURVEY
`r1a.?t': (\; ' � 1C-2"� IS PREPARED, AND ON HIS BEHALF TO THE9 9
?i
{
x
TITLE COMPANY GOVERNMENTAL AGENCY AN
r - -
Title Surveys - Subdivisions
,- Site Plans Construction Layout
.. ..... ... t
LENDING INSTITUTION LISTED HEREON, AND Y.� TO THE ASSIGNEES OF THE LENDING INSTI-
m -,_ ...._,.....__-,._- . .._............. . ... ............... ............... ...... ._ ._„_ -. _ __ - r.._. .._ . ....,._ _ __.,,- PHONE 631 727-2090 Fax 631 727-1727
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