HomeMy WebLinkAbout48793-Z TOWN OF SOUTHOLD
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#: 48793 Date: 1/24/2023
Permission is hereby granted to:
40200 Main LLC
c/o RWN Mana ement LLC
712 Fifth Ave FI 30
New York NY 10019
To: Remove old and install new underground fuel tank at existing commercial marina as
applied for, with flood permit, Trustees #10262, SCHD approval, and architect's letter for
FEMA compliance & DEC no jurisdiction.
At premises located at:
40200 Route 25, Orient
SCTM #473889
Sec/Block/Lot# 15.-9-8.1
Pursuant to application dated 12/2/2022 and approved by the Building Inspector.
To expire on 7/25/2024.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $200.00
CO-COMMERCIAL $50.00
Flood Permit $100.00
Total: $350.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowtiny.szov
Date Received
APPLICATION FOR BUILDING PERMIT
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For Office Use Only
022
PERMIT NO, ff M Building Inspector.
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Applications and forms must be filled out in their entirety. Incomplete I NOF S01-Tft„1011)
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:11/29/22
OWNER(S)OF PROPERTY:
Name:40200 Main LLC c/o Marc Rowan SCTM #1000-15-9-8.1
Project Address:40200 Main Road, Orient, NY 11957
Phone#:212-920-3131 Email:mharada@rwnmgmt.com
Mailing Address:RWN Management LLC, 66 E. 55th St. 31st Floor, NY, NY 10022
CONTACT PERSON:
Name:Graham Associates c/o Glenn Graham
Mailing Address:256 Orinoco Drive, Suite A, Brightwaters, NY 11718
Phone#:6316659619 Email:Glenn@GrahamAssociatesNY.com
DESIGN PROFESSIONAL INFORMATION:
Name:Graham Associates c/o Michael Dunn, RA
Mailing Address:256 Orinoco Drive, Suite A, Brightwaters, NY 11718
Phone#:6316659619 Email:Glenn@GrahamAssociatesNY.com
CONTRACTOR INFORMATION:
Name:Service Station Installations c/o Henry lorizzo
Mailing Address:655 Orinoco Drive, Bay Shore, NY 11706
Phone#:516-523-0560 LIE—mail:gaspumprebuilder@aol.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ElAlteration ❑Repai•_ LODemulliitwn Estimated Cost of P--jest:
DOther Fuel tank replacement $245,000.00
Will the lot be re-graded? ❑Yes ®'No Will excess fill be removed from premises? liiYes ❑No
1
PROPERTY INFORMATION
Existing use of property:Marina & Restaurant Intended use of property:Marina & Restaurant
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Commercial M I I this property? Dyes iRNo IF YES, PROVIDE A COPY.
Check Box After Reading:. The owner/contractor desi� �.-�..
/ gn professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210,,45 of the New York State Penal Law.
Application Submitted By(prina e . len ham @Authorized Agent ❑Owner
Signature of Applicant: Date: 12, t 2':1-
STATE
1-STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Glenn Graham being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Agent for Owner
(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/her knowledge and belief;and
that the work will be performed in the manner set forth int iFti .
Ewa CRCIM{ sC
ary public-State of New rk
Sworn before me this No.atc164a5314
ofi� Cek Cr, aty
of GC V V o(� s n� z
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F" Not
ay Cnss 7'S' afu
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Marc Rowan residing at 81 Vyut ft[Low
ZC"M�i C-f DWO do hereby authorize Glenn Graham to apply on
my behalf to the Town of Southold Building Department for approval a5 described herein.
�I24 X22
Owner's Signature Date
Marc Rowan
Print Owner's Name
2
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
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PERMIT NO. 10262 DATE: NOVEMBER 16,202
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ISSUED TO: 40200 MAIN, LLC
J PROPERTY ADDRESS: 40200 MAIN ROAD, ORIENTf°'„ s 1 SCTM# 1000-15-9-8.1
AUTHORIZATIONI”
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Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on Novernbgr_1
T
and in consideration of application fee in the sum of$250.00 paid by7 C1fD_6 aanb. LC and subject to the
Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits J
the following:
Wetland Permit to remove one (1) existing 1,000 gallon above ground diesel tank; install one (1)
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12,000 gallon double wall fiberglass tank split 8,000 diesel and 4,000 gas underground; install u
new leak detection system, piping, alarms, and dispenser; and as depicted on the site plan w w
prepared by Graham Associates, received on September 23, 2022 and stamped approved on k �
November 16,2022.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and theseg,
presents to be subscribed by a majority of the said Board as of the day and year first above written.AL
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PERMIT TO CONSTRUCT
Toxic and/or Hazardous Material Storage Facility
Suffolk County Department of Health Services
GREGSON PIGOTT, MD, MPH
Commissioner
PERMIT INFORMATION
SCDHS Job No: T-HM-22-00192
Facility Name: Duryea's Orient by the Sea Restaurant and Marina
Facility Address: 40200 Main Road,Orient,NY 11976
Site Record ID: SITE-11522-OPC
File Ref. No: 11522
Issuance Date: August 30,2022
Expiration Date: August 30,2023
Your Application for Permit to Construct a Toxic or Hazardous Material Storage Facilities for the above referenced
site has been reviewed for compliance with Articles 7, 12 and 18 of the Suffolk County Sanitary Code. The
application has been approved. The items listed below and on the back of this Permit are conditions of this Permit
and have to be observed during construction:
1. A copy of the approved plan must be kept at the construction site. A copy of this permit must be kept on
display at the facility during construction.
2 Safe construction practices must be followed during the installation of the storage facility(s).
3 The storage facility(s) must be constructed in accordance with the approved plan. Any changes in design,
materials or use require prior written consent of both the design professional and the Office of Pollution
Control.The changes have to be submitted in a form that is acceptable to the Office of Pollution Control. The
contractor and/or design professional are required to inform the owner that the changes are being made.
4. The Office of Pollution Control has the right to inspect this installation at any time to verify its being
constructed in compliance with this permit.
5. The contractor/owner or agent of the owner must contact the Office of Pollution Control at least 2 business
days prior to commencement of any work to arrange for the required construction inspections. The contact
number to schedule required inspections is 631-854-2523.The storage facility cannot be placed into service
until the Office of Pollution Control performs all required installation inspections and issues an interim
permit to operate.
6. Contact the local building department and/or fire safety enforcement office for any additional requirements
that may apply to your project.
7. The Office of Pollution Control reserves the right to revoke this permit as allowable by law.
ISSUED BY:
Alexander M. Santino,W.E.
Principal Public Health Engineer
Bureau of Environmental Engineering
Division of Environmental Quality
THIS PERMIT IS VALID FOR THE FOLLOWING
STORAGE FACILITIES ONLY
Table 1: The following storage facilities are approved for installation pursuant to this permit
Tnk# Location amici"tY" oals Product Stored So a of Pro"ect
7 Under/Out 8,000 Diesel fuel Remove(1) 1,000 AST diked diesel tank. Install
(1) DW FRP UST split compartment 8K Diesel,
8 Under/Out 4,00.0 Gasoline(PUL) 4K Premium. New DW piping, dispenser, sumps
and alarms.
NOTICE E---Requirement to Renew this Permit to Construct
This permit is renewable for up to 90 days after the Permit to Construct expires. The job file will remain open for
that period. If the Office of Pollution Control does not receive a renewal application within the 90 days, the
file will be closed and a new application for a Permit to Construct will have to be filed. All applicable filing
fees will become due and payable.
Issuance of this permit does not supersede any existing agreements with, or mandates by, the Office of
Pollution Control or any other government agency. The construction period does not supersede any
existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other
government agency. Issuance of this permit does not authorize the use of the storage facility(s) that are in
violation of the Suffolk County Sanitary Code or any other government code.
Special Conditions
NOTICE: This tank installation will be a "wet-hole" type installation and will require a pre-construction
meeting prior to the commencement of work. Contact this office to arrange the meeting.
1. All tank top piping sumps and under dispenser containment sumps shall be hydrostatically tested
in accordance with SCDHS testing protocols to insure that they are liquid tight.
2. All underground piping shall be air tested in accordance with SCDHS testing protocols to ensure
that piping joints are liquid tight.
3. The tank monitoring system consisting of the alarm control panel along with such associated
equipment as leak detection sensors, liquid level indication probes, remote audible/visual overfill
annunciator alarms shall be functional prior to the introduction of motor fuel product into any
underground storage tank.
4. The high liquid level alarm shall be set at 90% of the working capacity of the tank on the liquid
level indicating probe.
5. All work-in-progress tests shall be witnessed by a Public Health Sanitarian assigned to the Office
of Pollution Control. It is the responsibility of the pump and tank contractor to schedule all
work-in-progress tests to be witnessed by this Office.
6. No permit to operate will be issued until all tests are satisfactorily completed and the tank system
monitoring equipment is fully functional. The new tanks cannot be filled until a permit to operate
has been issued by this office.
7. A warning sign stating that when the alarm sounds the tank is full, do not overfill shall be posted
near to or next to the remote audible/visible overfill annunciator alarm.
8. As-built plans and the tank installation checklist shall be submitted to this office at the
completion of the tank installation project. The as built-plan shall conform to the requirements
of§760-1802.1(4)(iii)of Article 18 of the Suffolk County Sanitary Code.
9. All work shall be conducted in a safe manner in accordance with OSHA regulations. The Public
Health Sanitarian conducting the work-in-progress inspections may bring to the attention of the
crew chief, clerk-of-the-works or superintendent if an unsafe work place condition is observed.
Work on the project may be interrupted and delayed until such unsafe work condition is
corrected.
COUNTY OF SUFFOLK
M M
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH
Commissioner
Graham Associates August 30, 2022
1981 Union Blvd.
Bay Shore,N.Y. 11706
Attn: Michael K. Dunn, R.A.
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVAL NOTICE-APPLICATION FOR A PERMIT TO CONSTRUCT
Site Information:
SCDHS Job No: T-HM-22-00192
Facility Name: Duryea's Orient by the Sea Restaurant and Marina
Facility Address: 40200 Main Road,Orient,NY 11976
Site Record ID: SITE-11522-OPC
File Ref. No: 11522
Your application for a permit to construct to install, substantially modify or fabricate a project at the above
referenced site has been reviewed for compliance with Articles 7, 12 and 18 of the Suffolk County Sanitary
Code. The application is approved.
The scope of work for this project includes the removal of one(1) 1,000 above ground diked diesel tank and
the installation of one (1) 12,000 gallon DW FRP UST split compartment 8K diesel, 4K gasoline (PUL)
with containment sumps.New double walled piping,one new dispenser, under dispenser containment sump
and a complete tank monitoring system with liquid level indication and leak detection sensors shall also be
installed.
Enclosed you will find both the Permit to Construct and one set of stamped approved plans in .pdf format.
This permit must be posted at the construction site and one copy of the approved plans must be kept on site
while construction work is in progress. Read the permit conditions carefully. The contractor
performing the installation work is responsible for scheduling the work-in-progress inspections.
Contact the local building department and any fire safety enforcement office for additional requirements
that may apply to your project.
Very truly yours,
A&yanrM. San tino. P.it.
Principal Public Health Engineer
Bureau of Environmental Engineering
Division of Environmental Quality
10 DIMION OF ENVIRONMENTAL QUALITY
•OFFICE OF POLLUTION CONTROL• 15 HORSEBLOCK PLACE • FARMINGVILLE,NY 11738 •
Phone(631)854-2501 Fax(631) 854-2505
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Scott A. � � 03,202 . ,
STOR �WWA T]ER
tDEPT VA\NA\G]El�v[]EN]CSUPERVIFM
SOUTHOLD TOWN HALL-P.O.Box 1179 "
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CRAFTER 236 - STORM' ATER MANAGEMENT REFERRAL FORM
APPLICANT INF
_.. (�..�� INFORMATION TO BE COMPLETED B �._ APPLICANT
ORM Y THE .. ... . T.�..:.. _�
k' ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - — - - - - - - - - - - - - - - --- - — - - - - - - - - —- —
APPLICANT: (Property Owner Design
6
g Professional, Agent, Contractor, Other)
NAME: 1' Q� ��� � � Date: � z�i�z�zz
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Contact Information: GrCliplom
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(G-Mad 8 Telephone Number) 1H
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Proper Address / Location of Construction Site: til
o-Z np V N` l s S.C.T.M. 1000
w District
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I`
�TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT l
1 - Area of
�li ❑ - than I
Acre. E1Required
-mit is
Required !
Project does Not Discharge toWatesof the State. No SP D ESPe
li
if ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly {
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit J?
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit., �
❑ - Area of Disturbance is Greater than I Acre & Storm-4vater Runoff Flows Through Southold #(r
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town EnRineering Department
Prior to Issuance of a Building Permit.
` �. ate
Rei iewBy.
ed
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Graham Associates 256 Orinoco Drive, Suite A Bri twaters,NY 11718
Building Consultants &Expeditors (631)665-9619
January , 2022
Town of Southold
Building Department- Annex Building
Att: Ms. Nancy Dwyer
54375 Rt. 25
Southold, NY 11971
Re: Orient by the Sea (Seascape Partners)
Fuel Tank Replacement
40200 Main Road
Orient, NY
Dear Ms. Dwyer,
Please be advised that the proposed underground fuel tank at the above
referenced facility have been fully designed to compensate for the effects of
flooding in compliance with FEMA & ASCE 24-14 standards. The fills are
watertight, the vents terminate 12' above grade and the tanks are anchored to
prevent uplift due to buoyancy.
I have also been advised by the property owner that the site has previous
Non jurisdiction letter issued by the NYSDEC. The proposed underground
storage tanks are behind the bulkhead ( a manmade structure greater then
100' length) and over 600' from a tidal wetland.
If you have any further questions, do not hesitate to call.
Sinc RC
JA N 9
BUILDING DEPT
"era®Re e%r-" a 9tl f'e
Of
DATE(MMIDDIYYYY)
F CERTIFICATE OF LIABILITY INSURANCE 12101/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN 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 have.ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms 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 endorsement(s).
PRODUCER NA : Maria Ptbarch
LI Insurance Brokers LLC PHONE r. (516)249°5660 Arc Ne (516)249.6660
348 Main Street EMILmaiia@wbartonballen.com
AODRES&
P.O.Box 400 INSURER($)AFFORDING COVERAGE NAIL N
Farmingdale NY 11735 INsuRERA: Hamilton Insurance Designated Activity Company
INSURED INSURER 8:
Service Station Installations of NY,Inc. INSURER C:
655 Orinoco Drive INSURER 0:
INSURER E:
Bay Shore NY 11706 INeuRER F
COVERAGES CERTIFICATE NUMBER: CL2212139986 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
—POLICY EXP
TYPE OF INSURANCE POLICY NUMBER ''Md'D I)rYYYY LIMITS
X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE S 1,000.000
WNIME
CLAIMS-MADE ®OCCUR PREMI:r rW ` •
MED EXP(Anyone pawn) 'S 5'.„000
A Y ENVPKGH1803226 09/07/2022 09/07/2023 PERSONAL&ADV INJURY S 11000,000
GE.N'LAGGREGATE'LIMITAPPUESPER,
.
GENERAL AGGREGATE S 2,000,000
POLICY El JECT LOC PRODUCTS-COMP/OPAGG S 2.000,000
OTHER. Pollution Llabllity-Each S 1,000,000
AUTOMOBILE LIABILITY
a
ANY AUTO BODILY INJURY(Par Person) WINS
OWNED SCHEDULED
��� BODILY INJURY 5
AUTOS ONLY AUTOS
HIRED NON-OWNED PPRr,PI tAAF,tlAGE S
AUTOS ONLY AUTOS ONLY
S
UMBRELLA LLA& OCCUR EACHOCCURRENCE S
EXCESS UAB CLAIMS-MADE AGGREGATE S
DEO RETENTION S .. is
(WORKERS COMPENSATION PSTATUTE Oq
AND EMPLOYERS'LIABILITY Y I N
'ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E-L.EACH ACCIDENT S
OFFICER/MEMBER EXCLUDED?
(Mandatory M NEE) -L DISEASE-EA EMPLOYEE S
T yes,desvibe under
,DESCRIPTION'OF OPERATIONS below E.L-DISEASE•POLICY LIMB 5
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD 101•Additional Remarks Schedule,may be attached If more space Is required)
Town of Southold are included as additional insured as required by written contract.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
Town of SDulhhold ACCORDANCE WITH THE POLICY PROVISIONS.
P.O.Box 1179
AUTHORIZED REPRESENTATIVE
Southold NY 11971
®198'8.2041KCZORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
New York state Insurance Fund PO Box 66699,Albany,NY 12206
1 nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
n e n A n n 833858101
ACRISURE LLC DBA
WHARTON B ALLEN AGENCY
348 MAIN ST
FARMINGDALE NY 11735 SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
SERVICE STATION TOWN OF SOUTHHOLD
INSTALLATION OF LI INC P.0. BOX 1179
655 ORINOCO DRIVE SOUTHOLD NY 11971
BAYSHORE NY 11706
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12375708-1 562206 11/12/2022 TO 11/12/2023 1211/2022
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2375708-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
PRESIDENT
HENRY IORIZZO
EARTHWORKX CONSTRUCTION CORP
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
THIS POLICY IS CANCELLED EFFECTIVE 12/11/2022.
NEW YORK STAT 'S7NCE FUND
DI'RECTOR',INS'URANCE FUND UNDERWRITING
VALIDATION NUMBER:804659676
U-26.3
FILL PORT LEGEND / tFDAf �C,
THE OWNER/OPERATOR MUST PERMANENTLY MARK ALL FILL K.
PORTS TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE
MARKINGS MUST BE CONSISTENT WITH THE COLOR AND SYMBOL t1,*
CODE OF THE AMERICAN PETROLEUM INSTITUTE WHICH FOLLOWS: Q" �.A
3.6.5.6.2.1 THE COLORS TO BE USED ARE:
❑ HIGH GASOLINE......................................RED
❑ MIDDLE GASOLINE................................BLUE �A
❑ LOWER GASOLINE.................................WHITE 7p}
-
❑ HIGHER UNLEADED GA50LINF..........RED W/WHITE CROSS
❑ MIDDLE UNLEADED GA50LINE.........BLUE W WHITE GROSS V
® LOWER UNLEADED GA50LINE..........WHITE w/BLACK CRO55
❑ E85 UNLEADED GASOLINE..........BRONZE ...
A ® VAPOR RECOVERY...............................ORANGE
FEM
VE A ® DIESEL..........................................................YELLOW
FEMA, ❑ #1 FUEL OIL.....................................................PURPLE w/YELLOW BAR
AE-a ❑ #2 FUEL OIL................................................GREEN
❑ KEROSENE...................................................BROWN w ,..
❑ WASTE OIL.......................................................PURPLE
THE SYMBOLS TO BE USED ARE: A CIRCLE FOR 6ASOLINE
.. �, :
ti ,
,....,:,
PRODUCTS AND VAPOR RECOVERY LINES,A HEXAGON FOR ;. `.z
1 ALL OTHER DISTILLATES. A BORDER MUST BE PAINTED ft,
AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH :• ":' '' `:`
_ AS ALCOHOL. THE BORDER WILL BE BLACK AROUND As.
k. S' ,
WHITE SYMBOL AND WHITE AROUND ALL OTHER COLORS. x.., '°
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is ,... °
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% 631-765-1802 8A FOLLOWING INSPECTIONS:
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CONTRACTOR INFO:
\� 0 ^ Y O ° ° ° .� REQUIREMENTS OFTHE CODES OF NEW M5. JEANNINE STALLIN65
`' '° GRAVEL `� YORK STATE. NOT RESPONSIBLE FOR ��ASGAPE PARTNERS
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RE DESCRIPTION BY DATE
i � »!Rc IJ' �1 ����;'1; �iV', PRELIMINARY DESIGN GFH 6.28.22
�. 1M, L':' 1h 1 H AFL ...,LJcS
` '�� t•kEW YORK STATE & TOWN C ) �S
� CONSTRUCTION DOCUMENTS GFH 7.20.22
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PURSUANT TO CHAPTER 1:�6 ��\
OF THE TO%PUN CODE, min
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SCALE: 1" = 40'-0"
�. -r'TRICAL INSPECTION REQM-70 N '
' PIPING NOTES: (WHERE APPLICABLE) b
I. THE INSTALLATION AND PLACEMENT OF THE PIPING SHALL 11 exterior�gghtit� ;
CONFORM WITH NFPA 030,BOA AND K-ERE APPLICABLE NFPA 051 " "Placed OT
�lted,
2. THE PROPOSED PIPING MUST BE A MINIMUM OF 100 FEET DISPOSAL OF EXCESS AND UNSUITABLE EXCAVATION MATERIALS: SCOPE O;: WORK 1 'r ,11 Co1A10ftn
FROM ALL WATER SUPPLY WELLS. I. DISP05E OF ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL I. REMOVE EXISTING 5.W. DIESEL DIKED TANK (TANK #4) IN NEW ATTENDANT AREA. �
B. PRODUCT PIPES GROSSING WATER/SENJER LINES SHALL EXI5TIN6 5LAB5/'PAVEMENT TO BE REMOVED BY SAW j, r'y 772 u
BE INSTALLED UNDER NIIN&AAE R/51AER LINES TO PROVIDE CUTTING. EXCAVATION MATERIAL TO BE LEGALLY DISPOSED OF OFF 2. INSTALL (1) NEW SK/4K SPLIT DIESEL / REGULAR GASOLINE B.G. D.W. U.S.T.
SITE. CONTRACTOR SHALL MAKE HI5 OWN ARRANGEMENTS FOR THE
A MINIMUM VERTICAL CLEARANCE OF 16 INCHES BETWEEN DISPOSAL OF THE EXCAVATED MATERIAL AND BEAR ALL COSTS OR MANUFACTURED BY CONTAINMENT SOLUTIONS.
THE PIPES AND A MINIMUM HORIZONTAL CLEARANCE OF IO FEET. RETAIN ANY PROFIT INCIDENTAL TO SUCH DISPOSAL. THE EXCAVATION 5. NEW 2" AMERON DUALOY LOX D.W. PRODUCT PIPING.
4. CONTRACTOR SHALL PROVIDE BUSHINGS A5 REQUIRED TO SHALL CONFORM TO OSHA AND OTHER LOCAL GORES THAT MAY APPLY 4. NEW VE ZDER ROOT PROBES TO TIE INTO NEW VEEDER ROOT TL5550R PANEL
ADAPT THE TANK TAPPINGS TO THE REQUIRED SIZE PIPING. 2, IF SOIL 15 FOUND CONTAMINATED,OWNER WILLAm
MOUNTED IN ATTENDED AREA. THE ALARM PANEL SHALL BE EQUIPPED WITH A PRINTER. �-
5. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED HANDLE ALL TESTING AND DISPOSAL.
IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES 5. NEW (1) DRE55ER WAYNE RELIANCE 65205D DUAL PRODUCT DISPENSER AS PER
ALL JOINTS MUST BE LIQUID AND AIR TIGHT.ALL PIPING AQSOCIATES
ELECTRICAL INSTALLATIONS: PLANS. W/ PCI CLS 15426OR-55 DISPENSER SUMP IN NEW 5'x5' CONCRETE
SYSTEMS MUST BE TESTED FOR TIGHTNESS BEFORE BEING
COVERED,ENCLOSED CR PLACED IN USE,ALL THREADED I. ALL ELECTRICAL INSTALLATIONS AND EQUIPMENTS SHOULD BE DISPENSING ISLAND.
JOINTS SHALL BE SEALED TEFLON BASED 5EALIING COMPOUND INSTALLED AND MAINTAINED IN ACCORDANCE WITH WPA'70,NATIONAL 6. NEW A.O. SMITH VENT PIPING AND RISERS AS 5HOWN.
ALL PIPING TO BE INSTALLED IN EXACT AGGORDANCE WITH ELECTRICAL CODE,ARTICLE 514,GLASS I,GROUP V.,DIVISION 1 a 2. PLANNING & DESIGN
MANUFACTURERS INSTXTIONS. 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO 7. TEST ALL EQUIPMENT AS PER 5CHD REQUIREMENTS.
6. LINES TO BE BAGKSLOPED I/6"PER FOOT BACK TO TANK MANWAY W4P. MONITOR PANEL a TERMINATE IN UL LISTED WATERPROOF 5. RESTORE ALL AREAS TO MATCH EXISTING. 256a ORINOCO DR.BRIGHTWATEM,NY 11718
?. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS.
GTO OFFICE: (631) 665-9619 5. Glenn@grahamassociatesny.com
ALL SUMP PENETRATION TO BE MADE RADIALLY.
8. ALL UNDERGROUND METAL PIPING COMPONENTS SHALL BE
PROTECTED WITH A PERMANENTLY BONDED COATING OR WRAPPING EXCAVATION PROCEDURE AND LIMITS:
MATERIAL WHICH 15 RESISTIVE TO BOTH MOISTURE AND
HYDROCARBONS. THE MATERIAL SHALL BE APPLIED TO CONFORM I. THE CONTRACTOR SHALL EXCAVATE WITH EXTREME CARE
TO ANY IRREGULAR 5HAF'ES OF THE PIPING AND SHALL START BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS. RESIDENTIAL DESIGN 'PETROLEUM*COMMERCIAL SITE CPLANNINGIL ISTS
AND TERMINATE IN GONT/kCT WITH COMPONENTS NOT SUBJECT ALL UTILITIES ENCOUNTERED SHALL BE DEEMED ACTIVE 'ZONINMG VARIANCES
'PETROLEUM SPECIALISTS
TO CORROSION. MATERIAL SHALL BE "500TCHNRAP 50'OR AND SHALL BE SUITABLE PROTECTED BY THE 'ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP
APPROVED EQUAL. CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY 'ALL PHASES OF EXPEDITING
9. TANKS SHALL BE 20'-0"FROM ALL DRY WELLS AND BELOW REPAIR EXISTING UTILITIES WHICH ARE TO REMAIN AND
GRADE STRUCTURES. THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS.
SUCH REPAIRS SHALL BE MADE BY QUALIFIED PERSONNEL
WITH NEW MATERIALS USING METHODS WHICH ARE
TES"NNIG: SUITABLE FOR THE ORIGINAL UTILITY CHARACTERISTICS, GLE NN W. GRAHAM, _ -t
I. AIR PRESSURE TEST TANKS PRIOR TO INSTALLATION. AND WHICH COMPLY WITH ALL CODES,ORDINANCES AND
2. AIR TEST PIPING SEPARATELY;PRIMARY PIPING AT 5 PSI AND UTILITY COMPANY REGULATIONS.
SECONDARY AT 5 PSI,BOTH FOR 50 MINUTES. 2, EXCAVATE TO THE DEPTHS AND WIDTHS,AS SHOWN,THE u'T"(("� r q + P.M.ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL CONTRACTOR SHALL NOTIFY THE OWNERS G I I �/ G z +OR E H I-I.ENSTE�:I:�l, .0
REQUIREMENTS. REPRESENTATIVE PRIOR TO THE START OF CONCRETE U O K G 0 N t Y P P R O V ,� �. :� I M P 7 ' �',
4. NOTE. CONTINUOUS PIECE OF PRIMARY C0PPM PIPING CAN BE REMOVALS. ALLOW FOR FORMS,WORKING SPACE,AND � �U L C�. BA •S M GA � , P.M.
EXEMPT FROM TESTING IF LE55 THAN 5 FEET,AS WELL A5 FILL. DO NOT CARRY EXCAVATION FOR SLABS DEEPER
.@a\
SECONDARY PIPING ASSOCIATED WITH THAT PRIMARY PIPING. THAN THE ELEVATION SHOWN. EXCAVATION CARRIED .4Y I .t. ..i..i ..k .. .F T- N.A.6f a, R.A .
gLa�r # ��$ �g«� g.
BELOW THE GRADE LINES SHOWN SHALL BE REFLOATED I FOLK COUNTY DEPARTMENT NT F HEALTHSERVICES CONTRACTORCSJ NOTES: WITH THE SAME FILL MATERIAL AS SPECIFIED FOR THE
OVERLYING FILL OR BACKFILL,COMPACTED AS REQUIRED t�I. CONTRACTOR SHALL EXAMINE THE 517E LOCATION AND FOR SUCH OVERLYING FILL OR BACKFILL. OFFICE OF POLLUTION CONTROL
VERIFY5,U ALL EXI5TINNDERGROUND TANKS AND
CONNECTING PIPING(PRIOR TO TIME OF PROPOSED WORK,
PROJECTLOCATION:
UNDERGROUND UTIWTIEg: EXG41/14TION SAFI=TY: APPROVAL Ai TO CON TI UCT I O
I. THE fEX15T'ET•1GE AND LOCATION OF ANY UNDERGROUND I. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ASNOTED
ORIENT E3Y THE SEA
UTILITY PIPES,CONDUITS OR STRUTTURES 5HOWN ON MAKING THE EXCAVATION IN A SAFE MANNER. PROVIDE 40200 M�4 N i�D
THESE PLANS ARE 013TAINW BY A SEARCH OF THE APPROPRIATE MEASURES TO RETAIN EXCAVATION 51DE
AVAILABLE RECORDS. IT 15 POSSIBLE THAT THERE MAY, SLOPES TO ENSURE THAT WORKERS IN OR NEAR THE NOTE: TOXIC/HAZARDOUS \` TERIA ; �cU O AGE
OF UTILITIES AND QUANTITIES O�� �T NY
FOR THESE ITEMS,BE DISCREPANCIES TES AND/OR OMISSIONS EXCAVATION ARE PROTECTED. CONSTRUCTION FENCING I. ALL FILL PORTS SHALL BE PROPERLY LABELED
IN THE LOCATIONS Al"lD
5TRUGTVRE5 SHOWN. TO THE BEST OF OUR KNOWLEDGE SHALL BE FURNISHED TO PROTECT THE EXCAVATION. WITH A LABEL STATING THE 50DH5 TANK NUMBER, T-H M-22-00192 PROJECT DESCRIPTION:
THERE ARE NO EXISTINS UTILITIES EXrEPT ASTHESE PLANS. THE CONTRACTOR 15 QUIRED TO T KAN E 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL THE CONTENTS OF THE TANK, AND THE NOMINAL CD Jo I�z�`3.,: NEW GAS/DSL TANK INSTALLATION
DUE PRECAUTIONARY'MEASURES TO PROTECT THE UTILITY NECESSARY SHORING DESIGN, CALCULATIONS AND DETAILS, AND WORKING GAPAGITIES OF THE TANKS.
LINES SHOWN ON THESE DRAWINGS. A5 PER OSHA, 29 GFR CH. XII. (WHERE APPLICABLE) 2. NEW (1) 12,000 GALLON DOUBLEWALL FRP UST TANK These flans and sf ecific.ations have been reviewed and found to be in compliance with the PAGE DESCRIPTION:
SHALL BE FITTED WITH A LABEL STATING THAT THE 51TE PLAN
3. INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND TANK WAS FABRICATED IN ACCORDANCE WITH Suf*olk County (`1G itsry Code Article 12 arid/or Article 1z3 requirements based upon
DEPTH TO UJ47ER: 5LOPING NECESSARY TO 5UPPORT THE SIDES OF THE UL-1516 AND DISPLAYS A UNIQUE SERIAL NUMBER. information,submitted by the appl cant. This approval is limited to the construction of the JOB#: TAX MAP:
DEPTH TO WATER 15 LE55 THAN b'DUE AS PER ONSITE EXCAVATION, TO KEEP AND TO PREVENT ANY MOVEMENT 5. THERE ARE SURFACE WATERS WITHIN 200' OF Ti�xiclHazardou s Rr'ioteriaf Storage, 220605 1000 - 15 - q - 8.1
TEST HOLE WHICH MAY DAMAGE ADJACENT PAVEMENTS, UTILITIES, INSET:
FOUNDATIONS, UTILITY PIPE BEDDING OR STRUCTURES, DATE: SCALE:
DAMAGE OR DELAYELAY THE WORK, OR ENDANGER LIFE AND 08/30/2023
SUBJECT SITE This approval t0 construct expires on __ �.,,,.-.-.•,_� -,� 6.28.22 AS INDICATED 1 OF 4
TH
HEALTH. IN5TALL AND MAINTAIN SHORING, 5HEETING,
BRACING, AND SLOPING AS REQUIRED BY OSHA AND OTHER E""pirotion fate DRAWN BY: SHEET:
APPLICABLE GOV'T REGULATIONS AND AGENCIES.(WHERE APPLICABLE) 08/30/2022 �' C�FH
Approval €Set€ fteV C ,j En Ineer cHK'D BY:
T GWG ■
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ATTENDED
AREA
Al
O# 6L.A55';4BC FIRE ` - • °^� ^�
EXTINGUIS HER INSIDE B EMERGENCY DT�l N5ER"5HI)T-OFF SWITT CH `0
OUTSIDE INSIDE
F MOUNTED IN51DE 4 OUT5IDE ATTENDED AREA" �
AREA GRAVEL '
AREA
I
NEW VEEDER ROOT TL5-35OR TANK
MONITORING PANEL MOUNTED IN
ATTENDED AREA a. ..
REMOVE EXISTING 1,000 GALLON 5.W. STEEL 4
ABOVEGROUND DIESEL DIKED TANK (TANK #4) a
INSTALL I NEW W DRE55ER AYNE RELIANCE
_
G5203/27GGJK/ASWI SERIES DUAL PRODUCT/DUALe`
HOSE w/ NEW PGI GLS 154260R-55 FRP DISPENSER :::: °<:,.' . .' °P .
CONTAINMENT 5UMP w/ (2).NEW HANNAY
55820-30-31-15.5A HOSE REELS ON'NEW 3'x5' Wl
CONCRETE DISPENSING ISLAND
LANDSCAPED AREA ..:. s:
i a V a
0V.T
`
RETAINING WALL
Arc
S:
NEW SPILL KIT w/
O SPILL CONTAINMENT
EA ILY ACCESSIBLE .: .:.. ;::.
EQUIPMENT IN
5 :; '°
LOCATION
PROJECT INFORMATION:
CONTRACTOR INFO:
_ MS JEANNINE STALLING5
SEASCAPE PARTNERS
PO BOX 1264
WD. FR. WATER MILL, NY IIg76
BU I LD I NG JEANNI NE@SEASCAPEPARTNERS.NET
EX15TINC ELECTRICAL
BOX TO REMAIN .
i
O
O
EXISTING BOARDWALK REV DESCRIPTION BY DATE
i PRELIMINARY DESIGN GFH 6.28.22
2 CONSTRUCTION DOCUMENTS GFH 7.20.22
1'AMP
........
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O 0
10
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1 GRAVEL AREA
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NEW 2" AMERON DUALOY LGX COAXIAL i
PRODUCT PIPE VV DPM5D-3.0 FLANGED \`� \\ Er\ '
ENTRY FITTINGS ••\. 0... .
O
4:"k3
I \Y
O O O O O O
O O O O O
RETAINING WALL
NEW 40 FAIRFIELD ,
FIBRELITE SUMP
ACCESS MANHOLE :,
MODEL FLI00 TYP. \
2 PL65.
i 5V�,y„
Q 40'-a" G AM
E A TRANSITION SUMP MAY I
BE REQUIRED AT THIS POINT
4,000 A T ®8'000 GAL. IN THE PIPING RUN IF THE
PITCH BACK TO THE TANK
2 5.W. A.O. SMITH FRP VENT PIPING FOR AT 1/8"PER FOOT CANNOT ASSOCIATES
REGULAR 57A50LINE/DIE5EL. STEEL RISER BE MAINTAINED PLANNING & DESIGN
CA ABOVE GRADE W/ MODEL rt23 PRESSURE I
VENT GAPS FOR GASOLINE 4 MODEL 23
&ASOL,I DIESEL i' OPEN VENT FOR DIESEL 3 256a ORINOCO DR.BRIGHTWATERS,NY 11718
I 7/
- - ---------- - 1---- ____________� _-_—_--- I OFFICE: (631) 665-96ig
______ G enn@grahamassociatesny.com
NEW 12" THK x 24.0' x 40.5' P.G. 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING
DRIVE MAT, bxb 10/I0 WWM, 4000 NEW 12K (5K/4K DIE5EL/REGULAR GASOLINE) DW I I 'EWRONMENTALENGINEERING 'PETROLEUM SPECIALISTS
PSI GONG. AT 28 DAYS FRP U5T, w/ 12" RE I NF. TANK MAT EXTENDING 24" I I 'ZONING VARIANCES 'WETLANDS PERMITS,DEC,DEP
NEW 50" WATERTIGHT MANHOLE BY BEYOND TANK EDGES 4 CONCRETE DEADMEN AS I � � 'Ail PHASES OF EXPEDITING
2 S.W. A.O. SMITH FRP VAPOR F15RELITE MODEL# FL 160, TYP. 3 PLGS PER MFR.
RECOVERY PIPE W/ BRAVO F-O-f-R SUMP '
ENTRY BOOTS OPW 5 GALLON 15C-2100-PEVR SPILL
►n CONTAINMENT MANHOLE FOR STAGE I VAPOR I I GRAVEL AREA G ENNT . GRAHAM PRES.
ASPHALT AREA s
RECOVERY 0 S s�. F . G A R C I i R . A .
N PRIOR TO ANY WORK, TANK I SCDHS JOB #T-HM-22-00192 FILE REF #11522 �k
SHALL BE BALLASTED DUE
+ I ' � � �F 1�T P.M.
,TO THEPRESENGEOF � U � � OLK COUNTY �4PPROVA1. 6TAMP : rt0Hr•., '
ASPHALT AREA GROUNDWATER EXISTING BOLLARDS I I P .0 ., C. � A AR .I ' �. • �..
REPUTED LOCATION OF TO REMAIN ' , _ _ T a R.A.
EXI5TING UNDERGROUND I W �„ �,
ELECTRIC SERVICE **NO DRYWELLS LOCATED ' — w W w w w U .0 COUNTYD-PAR I AE i :� HEALTH ' CI S
REPUTED LOCATION OF WITHIN 20' OF TANK I I OFFICE POLLUTIONCONTROL PROJECT LOCATION:
EXI5TING WATER SERVICE /-W
........_......_............ ..........._.......... APPROVAL TO CONSTRUCT FOR
W NOTED
AS ORIENT �Y THE SEA
v w w w w w w w w w w w w w w w w I I 40200 1�,4IN 'D
o TOXIC/HA �RDO S TER STOR E ORIENT, NY IICi-7&
— ELEC — ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL8C
T—H M-22-00192 PROJECT DESCRIPTION:
CDHS Joy No• NEW GAS/DSL TANK INSTALLATION
-..................._.........._.............................................. ......... -........ ........................ .............
- ---............................................................................__........._.....-_............................._.__...._..................._............_.......................- .............................__..............................__..............................._............................_._..................................._......... ............__................................._.......... .......................................................... EXISTING EG G EL TRI AL TRANSITION AREA These plans and Specifications havp been reviewed and found t0 be in carr4pliance with the PAGE DESCRIPTION:
Su °elk County Sanitary Cade Article 12 arid/or Article 18 requirements based upon AREA OF 1105K PLAN
info,mation submitted by the a�plIcant. f rii5 Caoprovaf is htnited to the construction of the JOB#: TAX MAP:
NEW PNEUMERGATOR LG-1002
HI-LEVEL ALARM MOUNTED IN CLEAR To.,1kMazardousMateria{Storrge, 220C 03 1000 - IS - �i - 8.1
VIEW OF FILL PORTS DATE: SCALE: INS
K ET:
AREA OF NOR PLAN This ap
proval to cor?s.�tr;..=ct exf��res can OHI3OI2O23 6.28.22 AS INDICATED 2 OF 4
EXpircation Dgte DRAWN BY: SHEET:
SCALE: 1/8" = 1'-0" 08/30/2022 GFH
T
CHK'D BY:
Approval Date: � f:evie�r End€nee: �2\ T GWG ■
............................................._.._._..... . ........--------------------------
................-- --'--............ ' .......---------......---.......-..-- --_..__...---....................................................................... _._..__............._.........--' ... -.........._ ...............'
1' T eArLlKs: I
1. 14G AA-
.STAINLESS STI:FL SPILL_CONTAINER,5 GALLON CAPACITY.
/ 4�17.75I1 2. HINGED,WA'i'},R TICrI}7,IIA7(:1II STYI..Ii COVER ELIMlNAI'F5 WAi'}IR
2I1 1,,",ti;,r:,:'::l:
SnU I =i"IMNT L 157 .............
_..._\ - ""--''• ` AND DFARIS.1.00I:AIsLE FORRLSIRICTr1)ACCESS.
3. Ptf9TT DRAIN
I �/ 4. 4"NPT ADAT'•T'ORS FOR PIPING
-_T"- '_-'` \� S. STRE'lT-ACCESS MANTIOI_E COVER,T-FRAME CONSTRT.ICTTON aTY EQUIPMENT MANUFACTURER
r \1\., -}:14.0G3 MODEL NUMBER �� t �4 (}
#6 REBAR GROUTED IN PLACE ®18" O.G. TANK EQUIPI"(EN1' NOtE�: `' - , ' =
"'T :` 0. 3B"DIAMOND T LATE STEEL COVERAND FINGER IIOLE f0R
-'
,1'` \ ,4 r^ A7:? r.;I{i REMOVAL OFC:OVER.
. tU OA
DOWELS SHALL EXTEND 12" MIN E.W., TYP. : m' l 7. 14 GAUGE I81N.SKIRT. 2 HP 410142-002 w/MECHANICAL
, �' '_.!i �! 2 SUBMERSIBLE TURBINE PUMP RED JACKET
TO TRIP THE OVERFILL ALARM AT Q05 OF THE II <, r'` I s. MADE TI t�IT1I R�;s I PREc'I .t rvF.PAINT lfi.ao LOAn R a rl vG
: I , �µ + :I LINE LEAK DETECTION
I. THE LIQUID LEVEL INDICATION PROBE SHALL BE SET I; � _\ `� �,. MAT)Er:usA
NEW 4" MIN. ASPHALT PAVING OR MIN. 5" 1 );,j
EXISTING FINISHED SURFACE WORKING CAPACITY OF THE TANK. -Y � � 2 SOLENOID VALVE MORRISON BR05 -710-02001V /
CONCRETE TANK SLAB OR IS GRAVEL �, e'`°• �;' ROtINDBAR1.ATCIt- F11NGrD St 1Lt
2. THE SEPARATION DISTANCE BETWEEN THE MANHOLE :\ Cf?< , -,- . ;; o z?rw Rrn:No LIAR CONTAINER HATCH A {�.
SAW-GUT AS NEEDED „\ •,,,-.::�...._ /,/ , p
PRE MOULDED FILLER COVER AND SKIRT ASSEMBLY AND THE NECK OR TOP �� i '" 1 \ COVERGASKF.T0.125Tt;'K.105"I1TA 2 LEAK DETECTION TEE RED JACKET o38-072-5 '9j 2 1Z
COMPACTED EXPAN51ON JOINT FOR OF THE FIBERGLASS PIPING SUMP SHALL BE NO LE55 I i I . DUNA I I /y�» #��^+w4'�
\�` \_� sue / Lp:VER.. �� / ' \\ {,�!" i�T+,7L°� :�
BAGKFILL CONCRETE AREAS ONLY THAN 2" ALL AROUND FOR ALL MANHOLE COVER AND II6AVOASKETRErAlNeRv.?'rnA. '
- �f . .I1I .-"---.-"-.a,-,.,/i,---rr,-,, -f_r
__`_ L a1' ,� � �/ F /�1 <,,�i ;F : W F/G TANKS CONTAINMENT SOLUTIONS ()SPLIT DINT 8K DSL/4K GASOLINE
411 I/_- -T i. �, --� .--11� .�I. -_.- -.- '\1l �I;4-ilSS NLT 2 TURBINE ENCLOSURE BY MANUFACTURER SUPPLIED
, s
MIN - .�� _-�__, _�,- ,�
m '
( ) < - _ / 0 250"ROUND G,4R l� a \" "�I@'
BY MA
-�'l j Vy/TANK 42"
COL CR PPL I ED
4
,.....
' •y t 2 TURBINE EN LOSURE
II .. .,,,.;...; ' 1 !.� I7 7SU` ''" . .... SSI31B6Y...:' ,
_. �_.._
A
W TANK 22"
::: I - __. - _._.. -.__ ._ .._.% .. tr4.Z0 S S CULT; /' `\\�,`�`\�C
13 EARTH } '
i , WELDEDINIOPCOVER \\ ; I VAPOR RECOVERY MANHOLE FAIRFIELD BGSG-5 5/5 w/LID �' : ...:;`�_ � ;.
(MIN) 12 !:;;: ' - T�aso4- f �....._.......
n , ........._....._..... ��,('1-EAR OPF;NfNCi �`_ :4.. �
LOCKtAG .;"........ _-).K r.. �..� ; I "'^ '�` d , 'NV .' ,\ ;ta::
MIN - 4" MIN .. = '�I.� I I m. :.,
....................Ct 1 h.UGs{ ,cAu„E `
2 SPILL CONT. MANHOLE FAIRFIELD BGSG-5 5/5 w/LID ;'1:: ;. :; ._ _',
NEW 2"O AMERON DUALOY f y.- "
F
i P..y.__:::_................_...__::::::::r..................._.. ..__�• _�--_ 0250"R01'NUGAR ,. :a;
CX D.W. PRODUCT NEW -__._...___.i AS FIBERGLASS PRODUCT €:
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L II 5103.6.9.1 FIBERGLASS REINFORCED PLASTIC PIPING. 1 n- :�: _ AMERON DUALOY LGX °, ; ' z
2 A.O. SMITH FRP VENT %yF ` REa'D PIPING (D.W.) ?
\'Lt ASP..ASSF.MALY �<' �� ,s u., '; x,
II PIPING _ _................ (....£� \ �' .a_.,,.-.,,.- ..._._.__..._._.......:_�<. I /''S FIBERGLASS VENT PIP �� ;. . .' ., :_.,;.,a:� \\: ;: ,:, ';:.. ;;A--:-
4 FIBERGLASS RE I NFORGED PLASTI G FRP PIPING 15 NOT REG2U I RED t-- , . : E lslAu A.O. SMITH 2 s.w. FRP Q ". ::.
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" 15.000 BASE GASKET 0.125 T11K.,�. : \ . :.. > :: .��.\ 8 ::
6 TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOGATION5 WHERE I I 11UNA AS ^T a" `" , 1: _°'' c a 11�
SECONDARY TEST BOOT AMERON TERMINATION ASSEMBLY ', °E ";
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41 ..__............ ..........._ __-__...._._._ REa'D , ,..
w/TEST VALVE n,'. a, 4:,::. ;..::
O ti.000 - 1 This tlnetenenl is pro t,eta,y and confidential.No art of , • ,.•:..s :.. ., � \, :en:.
MIN BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT: R p e.a ;
:: i ; this dnet .l may"c dlcclosed n:any m umar to a thud ; .... !,,r
a patywnhrut.hc"prorwn3cncon.,e.d.FatfwldIniu.tne. I INTERSTITIAL PROBE VEEDER ROOT -Ig4550-343 R..: :..
Ii �, PEA GRAVEL I. PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. \ ;n-•,rn c�I F})}iw;; ""................. .__ ;; .: - ,, » .. :..:
6 �N. ENTIRE EXCAVATION ! 1- _ � ±: I „r FAIRFIELD INI�UST'R1I?S,"INC- : a . : ' � '4 <
I,:,1s,:.s,1 ",, aas3 ct c}oRrFToaT sc z94ao a h '" x ``Jl = I lorFl:F Rono ` 5 SUMP PROBE VEEDER ROOT ig4380-352
2.PIPING HAS A STRAIGHT RUN OF NOT LESS THAN 4 FEET ON I = i fn1t 11..',_110L11 '• I MIQN tllt4 lG,1.:;.�'a:1............EAX,$4t4h,1:39 _..y \• g • `�
VIRGIN SOIL {11tI,MI.,:. 6t51V,,,l..p.., _.. NI ;,
>t.,,tu:::.au..a.,ns BC,S(.-SWiTHt80-ISM.ANFFOLC . .; .. .";"`: a :I:: '.�
SPECIAL NOTE: ONE SIDE OF THE CONNECTION WHERE SUCH GONNEGTION5 I ; I t.........__.. __._;......,._,.............-_r ...............................__ .......:a .:..; : , 2 MAGNET05TRIGTIVE PROBE VEEDER ROOT - �
EXTENT OF n --.---- ralxn �oCC n o,ecron sv, =.,.Lr 8463g0 107
TRENCH NOTE MAINTAIN 18 VERTICAL I _..._..._.................. _- _l. _._.._.� L., NTS i D121021-3 � ::: I;;:::: �� -
EXCAVATION RESULT I N A GRANGE OF D I REGT I ON. ,,, ..- a ;_........_L.... :, ."I ,I_.._..---' O 17.00(........................._..-, i ,._..._.4:_:__.......... I ,,, n..
SEPARAT ON ETWEEN I B :................... __- '- -'tirrrrrs........_..._......__.I2;tI)2ni
I HIGH LEVEL ALARM PNEUMERGATOR LGI002 �< _°c ''
PIPING TO BE INSTALLED -- ...._.. �.
I ........................................_..
.a,. . w ,..... ...:
AS PER MANUFACTURER'S RECOMMENDATIONS PIPING WATER LINES IN LIEU OF THE MINIMUM 4-FOOT STRAIGHT RUN LENGTH, APPROVED r" I ;' ''
AS SUMP ENTRY BOOTS BRAVO F-07-F FOR FLAT SIDED SUMPS :T , `- N y' \,
I LL i30X ITT I L. 3
OR AS INDICATED PER TH15 DETAIL AND LISTED FLEXIBLE .JOINTS ARE ALLOWED TO BE USED UNDER REa'D FOR CONDUIT F-07-R FOR ROUND SUMPS
DISPENSERS AND 5UGTION PUMPS, AT SUBMERGED PUMPS AND AS SUMP ENTRY BOOTS .,y_' r.��,:. ..„
NOT TO SCALE REa'D FOR 2" S.W. FRP BRAVO F-20-R FOR FLAT SIDED SUMPS i., ='.. I `'
TANKS, AND WHERE VENTS EXTEND ABOVE GROUND. .:.°, °m. : . >' � `\::; ' I, ::
AS SUMP ENTRY BOOTS ,.,,,.: : ; ' ::' y_;:. .#
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REa'D AMERON LGX DIVERSIFIED PRODUCTS DPMBD-3.0 1 Ytut;thM::Y ,.�,<::,:
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AS FLEXIBLE CONNECTOR HOSEMASTER FIRE-SHIELD+/- SLA REa'D PROJECT INFORMATION:
TANK SLAB
2 BALL VALVE MORRISON 61055-0500V CONTRACTOR INFO:
M5. JEANNINE STALLIN55
2 SUMP ACCESS MANWAYS FIBRELITE 40" - FL 100 SEASCAPE PARTNERS
RON TERMINATION ASSEMBLY W/TEST VALVE FOR TESTING OF NEW 2" AMERON DUALOY LOX D.W.
PO BOX 1264
SEGONDAR`r MENT_ AFTER TESTING..BOOT SHALL BE PRODUCT PIPING w/DIVERSIFIED 3 SUMP ACCESS MANWAYS FIBRELITE 50" - FL 760 WATER MILL, 0 I lq 16
(631) 237 - 1130
SLIPPED OUT OF LACE FOR PROPER FUNCTION OF SECONDARY PRODUCTS DPM9D-3.0 FLANGED iv G5203 WIN HOSE
/ASWI
JEANNI NE@ 5EASCAPEPARTNER5.NET
CONTAINMENT. ENTRY FITTING I DISPENSER DRESSER WAYNE
NEW 2" DIA. BALL VALVE
T I DISPENSER SUMP PGI GLS-154260R-55
I r T / NEW VEEDER ROOT SUMP SENSOR TO $E I 2 H05E REEL HANNAY 55520-50-31-I5.5A
I I I
NEW VEEDER ROOT SUMP SENSOR TO BE
j PRODUCT DI5TIN&UI5HIN& AND RIGIDLY MOUNTED
PRODUCT DISTINGUISHING AND RIGIDLY MOUNTED
/ NEW 2 HP RED JACKET SUBMERSIBLE TURBINE 2 MECH. OVERFILL CPA 7150-410C
I // , , PUMP w/ELECTRONIC LINE LEAK DETECTION
NEW 2 HP RED JACKET 5USMER5I5LE TURBINE I I i NEW 2" VIA. \\ 2 PRODUCT SHEAR VALVE OPW 10 SERIES
1
A
I
i �IGHT $ LL VALVE NEW 42 :DIA. G2111D T
PUMP w/ELECTRONIC LINE LEAK DETECTION i L j NEW 2 AMERON DUALOY LOX D.W.
1 iBER&LASS TUR BINE SUMP i PRODUCT PIPING w/DIVERSIFIED PRODUCTS REV DESCRIPTION BY DATE
NE ORRI50N SOLENOID;VALVE ,/ NEW MORRISON SOLENOID VALVE I VAPOR EXTRACTOR FITTING OPW 233-4422
Hn5EMA5TER FrEXIBLE DPMBD-8.0 FLAN6ED ENTRY FITTING
i
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F RE-SHEILD IGONNEGTOR- SEE I lNEW RED JACKET 03E4-07 -5 LEPK I I 1 PRELIMINARY DESIGN GFH 6.28.22
' "" I I I \ 1 2 TIGHT-FILL ADAPTER OPW 615ALP-1020-EVR CONST I
I " ``" ( CODE 5703.E .I,THIS PAGE DETECTION TEE rI/NEW REDI JACKET Fes/ 1 r"'"1 "" I 1 2 RUCT ON DOCUMENTS GFH 7.20.22
pir
Date
CI
VEEDER ROOT /'f ° o�o NEW FAIRFIELD B65G-5 SPILL MLLD LEAK DETECTOR ? AMERON TERMINATION ASSEMBLY W/TEST VALVE FOR
MAGNET05TRICTIVE PROBE I CONTAINMENT MANHQLE . I TE5TIN6 OF 5ECON12ARY CONTAINMENT. AFTER TE5TIN6, 2 FILL GAP OPW 63477-7085-EVR
I' ° i ( I TANK DEFLECTIOI RISER PORT i
2'-O' ° ° ° EXPLOS PRO TION ON TANK CENTER LINE,!TYPICAL ! ° ° OR PROPER BOOT SHALL BE SLIPPED OUT OF PLACE F
NEW ION OF JUNG BOX I FUNCTION OF SECONDARY CONTAINMENT.Q dl NEW EXPLOSION PROOF ��_ __C� ` i �� I PRESSURE VENT GAP OPW -125 (GAS)
I z JUNCTION BOX /` r A _. ��'' NEW EXPLOSION PROOF / - -
I i °/' NEW 2 d� \��: JUNCTION BOX /� r „!
*F BRAVO F-O?-R FRP ;PEW:22'LIQUID TIGHT FIBEI 6LA55 TURBINE.)U1IP ! `"'Wo"' 105EMASTER FLEXIBLE I OPEN VENT GAP OPW 23 (DIESEL)
Q A.O. �, BRAVO F 07-R FRP IFLANGED ' °
FLANGED ENTRY FITTING SMITH ENTRY FITTIN >''. FIRE-SHEILD CONNECTOR- SEE
\ CODE 5703.6.9.1,THIS PAGE
VAPOR I -BRAVO F-07-R IFRP:, ; i I EN VEEDER RO
NEW 3/4"4 ORS CONDUIT RECOVERY FLANGED ENTRY FITTING ; N OT
\ PIPING I j \ I I N1J^V 3/4 6R5 CONDUIT ' I MA6NETOSTRIGTIVE PROBE �LL ��®� � �H 4LL I� ODUGT 1D I 6T INGU I SH LNG 4 SPARE
NEW 3/4 VIA. 6R5 CONDUIT /
E 4" SPARE I NEW 42" DIA. LIQUID TIGHT 1�1N® RIGIDLY MC�UN` �®
22"0 TvlANWAY 1 ; j I i I i FIBERGLASS TURBINE SUMP
i I I NEW ED R ROOT
I
. i I i VE E
.'
` NEW BUMP TO BE T DI IN6 2214 MANWAYY / .-.. . _. _......_. ... _- .
NEW RED JACKET 088-072-5 LEAK DETECTION TEE w/ I i + ; f i AND RIGIDL OUNTED I"ABOVE SUMP BOTTOM N R 5 EN
\ VEEDER AN ULA PAGE 5 SOR
NEW RED JACKET FXV MLLD LEAK DETECTOR j I
NEW 2"O A.O. SMITH 5.W. FRP
�- VENT PIPING (FROM 57 PREMIUM- - GASOLINE TANK) h. \a
BRAVO F-20-R FRP TANK DEFLECTION RISER PORT NEW FAIRFIELD BG5G-5 - - \\ '` *\ `:;
FLAN&=D ENTRY FITTING ON TANK CENTER LINE,TYPICAL VAPOR RECOVERY MANHOLE. NEW 2"m A.O. SMITH S.W. FRP VENT
Q PIPING (FROM 5K DIESEL TANK)
TYPIC,4L 12,P�OP� GALLON SPLIT (AK DIESEL/4K REGULAR G14SOLINE) DOUBLE UJ�1LL IBERGL.4SS STORAGE TANK � '\
SCALE: 1/2" = P-O" / , \,.\ ,c
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15"!-,,X
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NEW FAIRFIELD B650-5 STAINLESS STEEL "'\ a�:. :..,.�, I \:
- SPILL CONTAINMENT MANHOLE. HINGED LID IN NEN 40" WATERTIGHT MANHOLE BY FIBRELITE ``°
NEW 22 SUMP, TYP 2 PLG5 MODEL# FL 100, TYP. 2 PLG5. \, \ ,,.
DEFLECTION RISER PORT ON TANK CENTERLINE, TYP.
NEM VEEDER ROOT MASNETOSTRICTIVE PROBE D
_ DENOTES HOEDOWN LOCATIONS. � CENTERING BLOCKS TO BE REMOVED TANK MAT IS THICKENED TO �
SEE MFR'S INSTALLATION GUIDE NEW 40" WATERTIGHT MANHOLE BY BRAVO F-07-R FRP AFTER INSTALLATION, TYP. ALL NOT ALL EQUIPMENT SHOWN FOR COUNTERACT UPWARD BOUYANCY �
„ * FIBRELITE MODEL# FL 100 FLANGED ENTRY FITTING FILL/VAPOR RECOVERY MANWAYS NEW 2 H' RED JACKET SUBMERSIBLE PUMP W/ CLARITY,SEE SUMP EQUIPMENT PLAN FORCES OF THE TANK
SPECIFICALLY FOR THI5 TANK FOR FURTHER DETAIL. ® \.
FOR TYPES 4 LOCATIONS NEW 2 HP RED JACKET SUBMER5ISLE PUMP W/ BRAVO F-20-R FRP MECHANICAL LINE LEAK DETECTION
MECHANICAL LINE LEAK DETECTION FLANGED ENTRY NEW 50" WATERTIGHT MANHOLE BY DEFLECTION RISER PORT ON ``'
NEW VEEDER ROOT MA&NET05TRICTIVE PROBE FITTING FIBRELITE MODEL# FL 760, TYP. 2 PLG5 TANK CENTERLINE, TYP. 2" MIN. SEE NOTE #2 ON R16HT1-IN e-II1 1 1 1
C '' a. .. .a' °' .• Vie•. d . ' e' ♦' .. • . e d .. • d ..q '•. ••.• d .a e
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NEW 12" THICK REI7lFORGED GONG. S e •• '# e d I • . ,e e• • . • d : •' e'. .e : e -a. . ' ' v :. e • 44 e 'e.e • . , . a , e .: ed .. . ' "•
'•.' ,, d e I.d.. • d• .. ♦• d• .• .• 'e e •' a e. ... a �, e • . . • .e. '• • A. e d (V DEPTH TO
TANK/15LAND MAT,REINFORCED W/bXb • .. . • •.. •• .' :' :• e • , e e •, . , d. '' i .. .• •.. • • ' e •,• e • . . . ' ;" A. •. .. GW<5'
10/10 W.W.F, 4,000 'PSI GONG. a 28 . • . . d. •: • • . . a . • .' • Q .
DAYS TANK MAT SHALL SLOPE 1/5" P/
2„m
NEW 2"� c D TIGHT F
FOOT AWAY FROM ALL MANHOLES. 2" MIN. EXPLOSION PROOF TURWBINE 5UMO1JI IBER6LA55
{'"' A.O.
JUNCTION BOX, TYP. 4 PLGS , ., 2
NEW 42"O LIQUID TIGHT FIBER&LA55 ( - - SMITH NEW OPW 615ALF-1020-EVR SWIVEL TMP
TURBINE SUMP _..... I ,:. FILL 4 OPW 654TT-7085-EVR FILL GAP .:::...: .::::::: _.-:::::::: PEA GRAVEL _Z _
.. fj� ___ _
LABEL SHOWING THAT THE TANK WAS i PIPING RY BRAVO F-O'T-R FRP I f `WET-HOLE TANK INSTALLATION PLANNING & DESIGN
BACKFILL TO
BRAVO F-O-T-R FRP UNDER SIDE
FABRICATED IN ACGORDANGE w/ HO5EMA5TER FLEXIBLE FIRE-SHIELD ; I FLANGED ENTRY FITTING I FLANGED ENTRY FITTING OF TANK MAT - ,REQUIRES A PRECONSTRUCTION
UL-1516 AND UNIQUE 5ERIAL NUMBER CONNECTOR - SEE CODE 5705.b.Q.I, I I < _ mr MEETING 256a ORINOCO DR.BRIGHTWATERS,NY 11718
THI5 PAGE NEW VEEDER ROOT SUMP SENSOR NEW 2"O A.O. SMITH 5.N. FRP VENT OFFICE: (631) 665-9619
NEW 2" BALL VALVE PROBE,4 PLACES 'IPING w/BRAVO F-20-R FRP
I FLANGED ENTRY FITTING Glenn@grahamassociatesny.com
- 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING
- - T - '
EXTENTS OF EXCAVATION 2 MAX / i I
':. I j It ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS
NEW 2 BALL VALVE II
. ZONING VARIANCES
. W 2 AMERON DUALOY LGX D.W. WETLANDS PERMITS,DEC,DEP
FOLLOW OSHA DUCT PIPING 'ALLPHASESOFEXPEDTi1NG
DI ED PRODUCTS DPM D-3.0
J RE Ql IREMENTS FOR
k
NEE N i FLA TRY FITTING
SHORING (AS NEEDED) NEW 2' HERON DU OY LOX D.W. ' •
/ PROD G PIPING I
OPW MECHANICAL FILL LIMITER ; AMERON TERMI TION ASSEMBL W/ GI.. ENN �. GRAHAM PR ES.
MODEL #7150-400G,TYP. 2;PLG5 I /� TEST VALVE FO TESTING OF y I
DIVERSIPI D PRODUCTS DPMBD-3.0 SECONDARY CON Sl/O�/; G�� V;l�i INMENT. AF R
i t� A Ea .
NEW 12K D.W. FRP DUAL COMPARTMENT /}�/}�/}� I I I FLANGED N Y FI ING, i I �+ I TESTING, BOOT SH L BE 5LIPPE ,y „ a
TANK AS MF6 BY 0014TAINMF-NT SOLUTIONS 4 S(/cc G LLIO,N ; , AMERON TER IN TIDN ZSEMBLY W/ 1 D I��5rmL
I OUT OF PLACE FO PROPER ERE H .. ,N, ; , ?',j ,
\y TEST VALVE TEST NG OF I ( FUNCTION OF 5EC0 ARY 6 j F F O � < COUNTY ,A, P P R O VA & T A M P �' -� P
Y �. tF
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CONTAINMENT � ...�
R kA r7OL IN 5EGONDARY ON ,41N T F R �7TO�1�i
15 \ �A TESTING,BOO SHALL E SLIPPED g �
Q TELL RISER NOTE: MIN ! rm OUT OF PLAC F R OPER ; I Q � M I C 1"`""' L K. D I N N s •A
4" GALVANIZED FILL RISER &AS ;!' : € ° ^• +�• C \
( )r FUNCTION OF NDA Y I U F . ,
T'ANKl MSt C}4RY`
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K .TEE DIESEL SGHED 40 BLAG L N I ME GO TAN NT.
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\', '`�/ ALARM AT �f05K IOF THE WORKING
\ K I 40200 MA i GAPAGITYOFTHE'TAN IN RD
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13� , �,� �� I i �� 13 i 12 11 1 �� I g l 8 � ' � � I 3 i I � \ oRI ENT NY I I c - 6
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WATER. INSTALL A LAYER OF FILTER - i - o .
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\' :\ , , \" /' / 24 COMPACTED PEA \ /
/, / �� \\' &RAVEL FILL / '/ \ I 08/30/2022 _ � ,
...,.
�� \��,\ TYPI0,4L 12,OOP� GALLON SLIT (�•K REGULAR G1�SOLINE/8K DIESEL) DOUBLE UJALL FIBERGLASS STORAGE T14NK \\ \ ����. �i};�rc�val [)etc � V W En t cer __- cHK'D BY:
SCALE: I/2" = I'-O" � '\,.;\�\ ,\ \/� GWG ■
I T
6ALVANIZE'.D STEEL �� �` y� �� ,••
R15ER5 w/OPW -125
PRESSURE VENT
FOR GAS d OPW
25
DIESEL N VENT FOR Al QQ'
�OF N� � f,
2"0 GALV STEEL PIPE CLAMP, TYP NEW GALV. STL. r
STATUS INDICATOR LIGHTS LIQUID CRYSTAL
VENT RISER
DISPLAY FOR FRP VENT PIPE
STATUS AND ( BELOW GRADE, TYP
PROGRAMMING
PNEUMERCATOR REMOTE .;.<
SYSTEM PRINTER ❑❑❑ ❑❑❑ _ ..
ANNUNCIATOR OVERFILL :
❑❑❑ ❑❑❑ ALARM PANEL MOUNTED
PROGRAMMING > :
o ALVANIZED STEEL SWING JOINT
KEY PADS TO VENT RISER
❑❑❑ ❑❑❑
o = .
❑❑❑ ❑❑❑ f—SLOPE VENT PIPE DOWN _ Mks "
1/5" PER FT TO TANK, TYP R R` t
CONTROLLER NOTES:
"
I. NATIONALLY RECOGNIZED TESTING LAB U.L. ALV STEEL VENT RISER
.5L04. Q -1 .;, .�_.AT LEAST 15 FT ABOVE GRADE,TYP in
2. SYSTEM SHALL BE ABLE TO DISTINGUISH BETWEEN
THE SENSING OF WATER AND HYDROCARBONS a
S. EXISTING SYSTEM IS APPROVED FOR USE w/12Y4. 4 S W. STEEL OR055 BRACE
FRP TANKS. \
3-O AND 5-O ABOVE GRADE `
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2"4) x 8: On GALV STEEL SUPPORTS
s .
EQUIPMENT NOTES: ~
W/WATER-TIGHT GAP 6 FT ABOVE •' % '
I. (2)SERIES 8473 MAGNETOSTRIGTIVE PROBES.
GRADE TYP.
2. (5)SERIES"Ig 1243 SUMP LEAK DETECTION PROBES. " "
\\
0 x 36 GONG FOOTING,TYP � "• �.:; �`� `
3. (U OVERFILL ANNUNCIATOR w/ACKNOWLEDGEMENT SWITCH. "`' :ti".
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iii
NOTE.
- TANKS IOK AND OVER SHALL HAVE A 3 4) VENT LINE,
V ® ®®T ��S ��� PANEL ELEVATION UNDER IOK SHALL BE A 2'(P VENT LINE. SEE PLAN FOR
NOT TO SCALE LOCATION AND NUMBER OF RISERS. Q
d)
PROJECT INFORMATION:
tYPIC4L VENt RISER DEt:41L NOT TO SCALE CONTRACTOR INFO:
MS. JEANNINE STALLINGS
SEASCAPE PARTNERS
Q PO BOX 1264
WATER MILL, NY IM76
(631) 237 - 1150
Q
JEANN I NE@ SEASCAPEPARTNERS.NET
m
CENTERING BLOCKS PRE55ER-WAYNE RELIANCE
NEW OPW 61V5A-MA VAPOR SWIVEL 4 AS PER MFR,TYP. G52O3D/27GGJK/A5WI 2" VIA x 56"
OPW 1711T-1085 EVR VAPOR GAP DISPENSER GONG. FTC,
MIN. 2" CLEARANCE BETWEEN
TYPNEW 50" WATERTIGHT MANHOLE FILL/SPILL BUCKET AND MANWAY SUFFOLK COUNTY '
REV DESCRIPTION BY DATE
BY FIBRELITE MODEL# FL 760 SKIRT,TYP. ALL FILL PORTS APPROVED 'NO SMOKING'
SIGN IN VIEW OF FILL "�
1 PRELIMINARY DESIGN GFH 6.28.22
0 NOZZLE 2 CONSTRUCTION DOCUMENTS GFH 7.20.22
A. (� (� _
e •, e G'$ d..` d. . .A.
'n .< o o NOZZLE
AWAY GOUPLERAk (i) .6 L
A. d
• e 100' HOSE IN HANNAY
NEW FAIRFIELD 5650-5 55820-30-31-15.5A
STAINLESS STEEL VAPOR WARNING HOSE REEL BOLTED TO
VRECOVERY SPILL BOX w/ NEW 12" THICK REINFORCED � GONG. PAD W(4) 5/5" TYPIC,4L VENT RISER ELEVATIONS
HINGED LID GONG. TANK/15LAND MAT, NO S�OKIN S 01 1OTOR
REINFORCED w/bxb 10/10 --- 5/5 MASONRY BOLTS NOT TO SCALE
W.W.F, 4,000 P51 GONG. ® 25
"°°° ""°""� '"°" GROUTED IN PLACE
DAYS TANK MAT SHALL
SLOPE 1/5" P/FOOT AWAY
NEW 2"m A.O. SMITH S.W. FRP FROM ALL MANHOLES.
5TASE I VAPOR RECOVERY w/
BRAVO F-20-R SUMP TRANSITION TOP OF DISPENSING SHEAR VALVE TO BE INSTALLED
BOOT 1`5'LAND w/ SHEAR GROOVE FLUSH TO 3/4"
BELOW TOP OF ISLAND (OPW
#IOBH SHEAR VALVE) PART OF
TYPICAL VAPOR RECOVERY MASIW4Y DISPENSER DISPENSER INLET PIPE INDIANA SEAL COMPANY
NOT TO 50ALE GRADE _ SEAL SPACE BETWEEN COMPANY MODEL #156-32-TP SUMP WALL
WITH TE5T PORT FOR COMPRESSION RING
zz
PGI GLS-154260OR-55 DISPENSER AND ISLAND 3i4 TESTING OF SECONDARY f T T
DISPENSER 5UMP I ,, WITH SILICON OR GROUT TECONTAINMENT.
oNG sloorNSHAu BE SILICONE a,d�
BAND CLAMP
SLIPPED OUT OF PLACE FOR
TOP OF DISPENSING ISLAND SECONPROPER DARY FUNCTION OF RUBBER PRE55URE RING
D 1 SPENSER I SL�4ND DETAIL a � `
NOT TO SCALE STABILIZER BAR RUBBER BOOT ' a,
PIPE SUPPORT BRACKET
GRADE
_.... -----___..__-.__................. GI-GLS 154260R-55 DISPENSER SUMP
,
5/4" VIA 6R5 CONDUIT TO`, pRODUGT PIPING ENTERING A SUMP SHALL
EMERGENCY SHUT-OFF SWITGHf a `. :s , LI
WITH BRAVO F-07-F ENTRY,.,. ,,- , BE IMMEDIATELY TRANSITION TO
BOOT.•.,, - frGALYANIZED STEEL FOR GASOLINE OR SCH. ;
\�''. ?_.F ;i`-!'. 40 BLACK STEEL FOR DIESEL.
:......................................_............__..............................• 1.
,r %;.; .>GONTRAGTOR SHALL MINIMIZE EXPOSURE OF
1...................................................................... ...........l ,..........................................., ,........................................................................................ 5/4' VIA GR5 CONDUIT TO �' k.
I. �,, FRP AS PRACTICALLY POSSIBLE.
ALARM PANEL INSIDE ATTENDED. INSIDE CONTAINMENT SUMP ` \
is OUT5IDE CONTAINMENT SUMP
GONG. PAD ABOVE TANK TO EXTEND AREA WITH BRAVO F-07-F ;
24" BEYOND TANK EDGES 1 ENTRY BOOTc;, x, a,: DIVERSIFIED PRODUCTS
i DPMBD-3.0 ENTRY BOOT
SUMP TO GRADE (BEYOND) j \r •�� �J: < !'/��/i
EXPLOSION-PROOF JUNCTION BOX''' ' —
"w-qwAM
\, BUL<HE44D r-I'TTINIG
TAKE-UP ASSEMBLY PROVIDED BY j ,.
CONTAINMENT 5OLUTION5 VEEDER ROOT SUMP SENSOR TO BE'•<..• '' ".,'.._:NEW 2 DIA AMERON DUALOY LOX PRODUCT PIPE FLEXIBLE ENTRY SOOT r-OR
PRODUCT DISTINGUISHING AND RIGIDLY^r'\ s r i A' '`:` x.\ r;`/ ;_ fir;'• f'1 .ri y/ DIVERSIFIED PRODUCTS UDD-2.4 SUMP ENTRY BOOT
MOUNTED 1 ABOVE SUMP BOTTOM; " ' '
SPLIT-5TRAP ANCHORING SYSTEM `f 4 ' 'S'^ /\\j CONDUITS PRODUCT PIPING
AQSO
HO5EMA5TER FLEXIBLE FIRE-SHIELD, �e. � >
NOT TO SCALE
PROVIDED BY CONTAINMENT CONNECTOR w/ NEW YELLOW JACKET
SOLUTIONS ISOLATION JACKET, TYP �\.!�\/''/ '/ /AMERON TERMINATION ASSEMBLY W/TEST VALVE FOR BRAVO F-07-R FOR CONDUITS INTO ROUND SUMPS
\ ���'" , , r /TESTING OF SECONDARY CONTAINMENT. AFTER TESTING, BRAVO F-07-F FOR CONDUITS INTO FLAT SIDED SUMPS PLANNING & DESIGN
12" MIN. PEA GRAVEL AROUND ALL SIDES F FUNCTION OF SECONDGOT SHALL BE ARY CONTAINMENT.OUT OF PLACE FOR PROPER BRAVO F-20-R FOR 2" FRP INTO ROUND SUMPS 256a ORINOCO DR.BRIGHTWATEM,NY 11718
WIRE-TIE HOOK IN ANCHOR POINT TO PROPOSED DOUBLE-W,4LL OF EACH DISPENSER SUMP
DIVERSIFIED PRODUCTS DPM8D-5.0 FOR LGX
FRP PETROLI K Glenn@grahamassoc atesny com
PREVENT SLIPOFF, HOT GOAL TAR STORAGE TANK
COATING TO PREVENT RUST DISPENSER SPILL CONTAINMENT SECTION r-OR ISLAND DISPENSER WHEN IN5TALLING PIPE! INTO ENTRY BOOTS,
PIPING MUST BE LESS THAN 15 DEGREES 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING
NOT TO SCALE FROM PERPENDICULAR TO SUMP WALLS *eMRONMENTALENGINEERING `PETROLEUM SPECIALISTS
STAINLESS STEEL ANCHOR GLEVIS
'Z 0 N I N G V A R I A N C E S 'WETLANDS PERMITS,DEC,DEP
'ALL PHASES OF EXPEDITING
SEE TANK SECTION FOR NUMBER 4 51ZE
OF DEADMAN. ALL DEADMAN SHOULD
SIZED PER CONTAINMENT SOLUTIONS (' •�•
4,,;F'.�..e E N N A NSGRAHAM,SPECIFIC TIO P �,
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v � T R . A .
F . A k\
GIB ORGE I. O E.NS'I�EIN P.M.
(2) #6REBARBY24" LONG �, in aUFF0 K COUNTY 4PPR0VAL STAMP P L IJN I3r ,}' '.P.M.
COMPACTED PEA
GRAVEL - 24" MIN.
BEDDING ,.., .. � � �. :!,T�._.. K. T I.T N�\�} �...�..
(2) #6 REBAR BY 24" LONG 5-103.6A.1 FIBERGLASS—REINFORCED PLASTIC PIPING. OF O K COUNTY DEPAR ' � `I" 3 I LTH SERVICES
1/2" STEEL PLATE 1/2" STEEL PLATE FIBERGLASS-REINFORCED PLASTIC (FRP) PIPING 15 NOT REQUIRED OFF€ O POLLUTION CONTROL PROJECT LOCATION:
SIDE VIEW END VIEW TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE PPRO1,1�L TO CONS RUCT -OR
®�'d'DM'4N DET�,IL BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT: ORIENT BY THE SEA
NOT TO SCALE
GON't"RAGTOR SFW1 POUAW WNTAINMI W SOUMOWS OUIDMIN1 S MR TANK ANrr kMNS. I. PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. 40200 MAIN RD
TOXIC/HAZARDOUS ? [. STORAGE
2.PIPING HAS A STRAIGHT RUN OF NOT LE55 THAN 4 FEET ON Off' I ANT, NY I I cf-76
ONE SIDE OF THE CONNECTION WHERE SUCH CONNECTIONS T-HM-22-00192 PROJECT DESCRIPTION:
RESULT IN A GHANGE OF DIRECTION. SCDI• Job N��.". NEW GAS/DSL TANK INSTALLATION
IN LIEU OF THE MINIMUM 4—FOOT 5TRAIGGHT RUN LENGTH, APPROVED PAGE DESCRIPTION:
These Ial4�I�s and specifications have been reviewed and fauns!t0 be in compliance with the TANK DETAILS
AND L15TF-D FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER Sk.4folk County Sanitary Code Article 12 and/car Arti€.lei 18 requirements b sed upon
DISPENSERS AND SUCTION PUMPS, AT SUBMERGED PUMPS AND information subir itted by the applicant. This approval is limitect to the construction of the JOB#: TAX MAP:
TANKS, AND WHERE VENTS EXTEND ABOVE GROUND. OXi~./H020rdaus.110att:ri€�lStorage, 220603 1000 - 15 - (51 - 8.1
DATE: SCALE: IN SET:
This approval to construct expires can 08/30/2023� 6.20.22 AS INDICATED � OF 4
Expiration Date � DRAWN BY: SHEET:
08/30/2022 GFH
�
Approval Gate4�7FRov_'IewEnl�.Im_ccr CHK'D BY: X�4
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