HomeMy WebLinkAbout35457-ZFORM NO. 4
TOW~N OF SOUTHOLD
BUILDING DEP~RTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-34475 Rte: 09/02/10
T~IS u~TIFIES that the building TANK REPLACEMENT
Location of Property: 49670 MAIN RD SOUTEOLD
(HOUSE NO.) (STREET) (H~LET)
Cot~lty Tax Map No. 473889 Section 70 Block 7 LOt 4
Subdivision Filed Map No. Lot No. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated APRIL 7, 2010 purser to which
Building Permit No. 35457-Z dat~ APRIL 27, 2010
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 FUEL TANK REPLACEMENT WITH FIRE EXTINGUISHING SYSTEM AS APPLIED FOR.
The certificate is issued to A & S SOUTHOLD OIL CORP
(OWNER)
of the aforesaid building.
SUFFOLK COUNtrY DHPART~T OF H]~kLT~ APPROVAL
N/A
ELE~-rKICAL CERTIFICATE NO.
35457 08/30/10
CERTIFICATION
~,//'A
Authorized Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35457 Z Date APRIL 27, 2010
Permission is hereby granted to:
A & S SOUTHOLD OIL CORP
640 OLD COUNTRY RD
RIVERHEAD,NY 11901
for :
FUEL TANK REPLACEMENT INCLUDING FIRE EXTINGUISHING SYSTEM PLAN
AS APPLIED FOR
at premises located at 49670 MAIN RD
County Tax Map No. 473889 Section 070
pursuant to application dated APRIL
Building Inspector to expire on OCTOBER
SOUTHOLD
Block 0007 Lot No. 004
7, 2010 and approved by the
27, 2011.
Fee $ 250.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application mUst be filled in by typewriter or ink and submitted to the Building Department with the following:
For existing.buildings (prior to April 9, 1957) non-conforming uses, or buildings and ~'pre-existing' land uses:
I. Aecurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A proper!y completed applicatinn and consem to inspect signed by the applicant. If a Cetlificate of Occupancy is
detiied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
· New Construction:
Location of Property:
Owner or Owners of Property: h! ~' ~
SUffOlk County Tax Map No 1000, Section
Subdivision
Permit No..._~' ,/--,t ~' ~
Health Dept. Approval:
Filed Map. Lot:
Date of Permit.~plicant:
Underwriters Approval:
Old or Pm-existing Building:
l~Ioilse No. ' ..... Street
(. ' , (cheek one)
c-_ _ I_l_ . .J~ ,
"' '~ amlet
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $
Final Certificate:
(check one~)
,4,. For new building or new use: 1. Final survey of prooperty with accurate location of all buildings, property lines, strects, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (8.9 form).
3. Approval of electrical imtallation from Board of Fire Undenvriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and Similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
'6. Submit Planning Board Approval of completed site plan requiremants.
Town ttall Annex
55375 Main Road
P.O. Box 1179
Somhold, NY 11971-0959
Telephone (4331) 76,5-1802
Fax (631) 765-9302
ro.qer, richert~town southokt.n¥.us
BI III,DING I)EPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Empire Gas
Address: 49670 Main Rd City: Southold St: NY Zip: 11971
Building Permit#: 35457 Section: '~'~O Block: -~ Lot: ~
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: T&D Electric License No: 4460-e
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement [~ Service Only ~
Commerical Outdoor 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Servicelph ~ Heat ~ DuplecRecpt ~
Service 3 ph Hot Water GFCl Recpt
Main Panel NC Condenser Single Recpt
Sub Panel A/C Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment:
Ceiling FixturesL~I[~] HID Fixtures
Wall Fixtures J I Smoke Detectors
Recessed Fixtures CO Detectors
Fluorescent Fixtur{ ~ Pumps
Emergency Fixture Time Clocks
Exit Fixtures I I TVSS
wire new fuel tanks and dispencers--4 fuel dispencers, 6 fuel tanks, 3 pump motor
fire suppression relay, to include NEC required hazardous location equipment
Notes:
inspector Signature:
Date: Aug 30 2010
81-Ced Electrical Compliance Form
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined /-][ '2-~ ,2010
^pproved ql t . 201 0
Disapproved a/c
Expiration /~ M, 20 It
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Harming Board approval
Survey_
Check
Septic Form
Trustees
Flood Permit
Storm-Water Assessment Fo~m
Contact:
Mail to:
· Bu'qldt'ng Inspector
APPLICATION FOR BUILDING PERMIT
Date 4/1 ,20 10
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submi~ed to the Building Inspector with 4
sets of plans, accurate plot plan to scale· Fee according to schedule·
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months· Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described· The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and reg~
authorized inspectors on premises and in building for necessary inspec~ ~'-~
~.,~s ~gnatu~e o~ a~pplicant or n~e,Sf a corporation) --~-...~__~
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises EM&T, Inc.
(As on the tax roll or latest dee,
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
u ~urm~u~ JO h/M01
2d30 '9018
L
House Number Street Main Road (gte2$) & Bayvlew Hamlet Southold
County Tax Map No. 1000 Section 70.~0 Block 07 Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Gasoline Servlc* Station
b. lntended use and occupancy_ Gasoline Service Station
3. Nature of work (check which applicable): New Building. Addition Alteration
Repair Removal Demolition Other Work Fuel Tank Replacement
(Description)
4. Estimated Cost $200,000.00 Fee
(To be paid on filing this application)
5. I f dwelling, number o f dwelling units Number of dwelling units on each floor
If garage, number of cars
7. Dimensionsofexistingstractm-es, ifany:Front 4on.
Height ]4 a. Number of Stories
Rear non. .Depth ssa.
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear .Depth
Height Number of Stories
9. Size of lot: Front 2~6~t Rear 211.15ft. .Depth
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO x
13. Will lot be re-graded? YES __ NO × Will excess fill be removed from premises? YES × NO__
14. Names of Owner of premises Address Phone No.
Name of Architect Breslau Engineering, PC Address 138 S 1st St, Lindenhurst, ll?STphone No 631-592-0474
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO x
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. ls this property within 300 feet of a tidal wetland? * YES __ NO x
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to propes~y lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES
· IF YES, PROVIDE A COPY.
NO x
STATE OF NEW YORK)
SS:
COUNTY OF~-
Frank DiAndrea being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Contractor
(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 tree to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swo~fore me this,
- -/_].~Ot~ -dayo, ~r.~(~,~[~..~ 20~_
~/~ ' ' N'ota~'¥ublic ~ /~ {,~ Signature of Applicant
OWNER
TOWN OF SOUTHOLD PROPERTY
S~AS. VL. FARM
TOTAL
RES.
/?~-o
AGE
NEW
Farm
Tillable i
Tillable 2
Tillable 3
Wcodland
Sw<3mpland
Brushla~L'
IMP_
NORMAL
DATE
H oU'~. Plot
Toro I
ABOVE
BUILDING COND]T1ON
BELOW
VILLAGE
RECORD CARD
CQ,'V~,.~] N D.
Acre Value Per Acre Value
DISTRICT SUB.
ACREAGE
- .F~.7 r
TYPE OF BUILDING
LOT
Bldg.
Extend
· Extension
Extension
Breezew(~
',, _~ ~-Foundation
Fire Place
Patio
Driveway
Porch
Porch
B~th
FJcor$
Interior Finish
Heat
Rooms ]st Floor
Rooms 2nd Floor
Town ltall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0!t,59
Telephone (631) 765-1g02
Fax (631) 7650502
BUILDIN(, DE1 ARI MEN 1
TOWN OF SOUTHOLD
August 24, 2010
A & S Southold Oil Corp
640 Old Country Road
Riverhead, NY 11901
RE: 49670 Main Road, Southold
PLEASE SUBMIT ELECTRICAL UNDERWRITERS CERTIFICATE IMMEDIATELY.
TO WHOM IT MAY CONCERN:
The following items are needed to complete your Certificate of Occupancy:
__ Application of Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of $25.00.
Final Health Department approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
__ Trustees Certificate of Compliance. (Town Trustees #765-1892)
Final Planning Board approval.
Final Fire Inspection from Fire Marshal.
Final Inspection from the Building Dept.
Final Landmark Preservation approval.
Building Permit: 35437-z TANK REPLACEMENT
Town Hall Annex
5437,5 Main Ro~d
P.O. Box 1179
. Sou~old, NY 11971-0959
Telephone (6,31) 765-1802
BUILDING DF. PARTMF2qT
TOWN OF SOUTHO{.n
APPL CATION FOR ELECTRICAL INSPECTION
Company Name:
No.:
Phone No.:
Date: /"~ ~,
JOBSITE INFORMATION: (*IndiCates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District:
1000 Section:
Block:
*BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly)
(Please Circle N! That Apply)
*is.job ready for inspection:
~'Do you need a Temp Certificate:
Temp-lnformation (If needed}.
*Service size: 1 Phase 3Phase
*New Service: Re-connect
Additional Information:
82-Request for Inspection Form
100
Underground
(~/NO Rough In F~al~
YES ~
150 200 300 350 400 Other
Number of Meters Change of Service Overhead
PAYMENT DUE WITH APPLICATION,'~ ~ ;/"-/-~
SOUTHOLD TOWN I FIRE INSPECTOR NOTES
JOB: ~'~01~ ~-~,~ DATE: '~-I~1 ~
LOCATION: ~0~(~']0 ~ 2C~ ~ao'q*~,--O S/B/L: ~0- ~ -~
NotesPaper Page
Fire Guard of Long Island, Inc.
Glenn Kamm - NYC Master Fire Suppression Piping Contractor Class C Lic. No. 0266
40-8 Burr Drive, Deer Park, NY 11729 (631)242-5315 Fax (631)242-4945
83 Jewett Ave., Staten Island, NY 10302 (718)981-7872
Email-fireguardli~optimum.net
July 22, 2010
Town of Southold
Building Department
Town Hall
Southold, NY 11~71
Attention: Bob Fisher
RE: Empire Gas Station
Main Road & Bayview
Southold, NY
Dear Mr. Fisher,
Please be advised that Fire Guard has completed the hook-up of the
existing fueling area fire suppression system.
The system was tested and passed satisfactorily. It was then tagged and
placed into operation on July 23, 2010. No alterations were made to the
system. The system was fotmd to be in compliance with the UL listed
manufacturer's installation manual.
Sincerely,
FIRE GUARD OF LONG ISLAND, INC.
BY:. _~_____ ~_ _~_4ff__ J_~
Glenn Kamm, President
Suffolk County Lic. 117A
Fire Suppression Systems-Closed Circuit TV Systems-Fire Extinguishers
Design-Installations-Inspections
Mechanical Engineering Design
138 So. Ist Street Suite 106
Lindenhurst, N.Y. 11757-4929
Tel: 631-592-0474 Fax: 631-226-1712
May 8, 2010
Mr. Michael J. Verity
Chief Building Inspector
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25 P.O. Box 1179
Southold, N.Y. 11791
Re~
EM&T Inc. d/b/a Empire Service Station
Main Road and Main Bayview Avenue
Southold, N.Y.
Dear Mr. Verity,
Enclosed with this letter are three sets of drawings that show the existing site plan and the locations of the
existing underground storage tanks. These tanks will be replaced with new, double walled fiberglass
underground storage tanks as shown on the second drawing. These drawings are being submitted subsequent to
the fax drawing that was recently sent to your office.
If you have any questions regarding this matter, please contact me at the telephone number in the letterhead.
BRES~
CC:
x M. Santino, P.E.
,AU ENGiNEERING, P.C.
Ali Yuzbasioglu
I & Y Petroleum, Inc.
MAINTN N Z'
BTWN TAN~$
/.
./
EMPIRE GAS STATION
MAIN ROAD (NYS RTE 25) AND
MAIN BAYVIEW RD
SO!JTHO LD. N.Y.
ENGINEERrN~, P.C. ~qO ADI¥ ~A~THORIZ:E0 U~E C~
~EPR~-~C~JCHOi~ IS STR[IC?LY ~[lel~0
DATE: 04.27.10 SCALE: 1' = 10'
ALEXANDER M. SANTIHO, P.E.
LIC. NO. HYS 58025
I
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV1CE ~ Fac.
TOXIC LIQUID ST(:~°,AGE REGISTRATION FORM
I
Facility Name EM&T, ~nc No.
OFFICIAL USEONLY New
x
Communl~ State ~p PhoneNo.
SouthOld N.Y. 11971
Cummunlty StYe Z~ ~oneNo.
Riverhead N.Y. 11901 11-369-5900
'- Designates cathodic protection
SINGLE DO.,Et.E
WALLED WAILED
'~n*o", ! Iql~.l d 01
S~-eet
25 & Bayvtew
No, Slmet
1356 old Country Rd
matT number In left column
OFFICIAL
CAPAOtTY
{GA~ONS~
8,000
7,000
000
Othat MaterLal (Speclty)
USEDNLY
.ii
Po'
I cerlify that Information on this application and all ettachments have been reV;ewed and fhet, based co my Inquiry of these
persons immediately responsible I'or obtalnlag Ibc iofermulion cootalned in this al:plicetion, I believe Ihut Ihe inlcrmetloe
is itue, aesurete, end complete. I understand thai raise elatements made herein, am punishable as a Class A misdemeanor
pumuant to Section 210.45 o! the Penad Law.
i ,...t .eme'*gnatu,e/'/ /
'resident
THIS PERMIT IS VALID FOR THE FOLLOWING
STORAGE FACILITIES ONLY
SCDHS # LOCATION VOLUME CONTENTS NOTE
14 Under / Out 8,000 Gals. Diesel Compartment Tank
15 Under / Out 7,000 Gals. Gasoline Compartment Tank
16 Under / Out 15,000 Gals. Gasoline
For up to 90 days after the Permit to Construct expires, the permit is renewable. The job file will remain
open for that period. If the Office of Pollution Control does not receive a renewal application with the
appropriate fees within the 90 days, the file will be closed and a new application for a Permit to Construct
wiI1 have to be filed if the job is to be re-opened. All applicable filing fees will once again 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:
SCHDS PLAN # HM09-177R1
FACILITY NAME & ADDRESS:
Empire Gas
Main Road & Bayview Road
Southold, NY 11971
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 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:
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.
Safe construction practices must be followed during the installation of the storage facility(s).
The storage facility(s) must be constructed in accordance with the approved plan. Any changes in
design, materials or use requires 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 is required to inform the owner that the
changes are being made.
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.
The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement
of any work to arrange for the required construction inspections.
Contact the local building department and/or fire safety enfomement office for any additional requirements that
may apply to your project.
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.
The Office of Pollution Control reserves the right to revoke this permit as allowable by law.
ISSUE .BY:
Chris Wong
Bureau of Environmental Engineering
Office of Pollution Control
Division of Environmental Quality
* See the back for exceptions
COUNTY OF SUFFOLK
STEVE LEVY
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF HEALTH SERVICES
LINDA MERMELSTEIN MD, MPH
Acting Commissioner
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVAL NOTICE
December 4, 2009
Breslau Engineering
138 South 1st Street, Suite 106
Lindenshurst, NY 11757
Attn.: Alexander M. Santino
Re: SCDHS Job No. :
SCDHS Fac. ID. No.:
SCDHS File Ref. No.:
HM09-177R1
10-0021
13595
Dear Mr. Santino,
Your application for a permit to construct a project at Empire Gas Main Road & Bayview
Road, Southold, NY 11971 has been reviewed for compliance with Article 12 of the Suffolk
County Sanitary Code. The application has been approved.
Enclosed you will find the Permit to Construct. This permit has to be posted at the construction
site during the construction.
If you have any questions regarding the review process or need assistance, feel free to contact
this office at (631) 854-2388.
Very truly yours,
Chris Wong
Assistant Public Health Engineer
Bureau of Environmental Engineering
Division of Environmental Quality - Office of Pollution Control - 15 Horseblock Place - Farmingville, NY 11738-1220
Phone (631) 854-2388 Fax (631) 854-2505
SITE
KEY MAP
CREEK DRIVE
MAIN ROAD & MAIN BAYVIEW ROAD
SOUTHOLD,
N.Y.
UNDERGROUND TANK
REPLACEMENT PROJECT
GENERAL NOTES
1. ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL
CODES AND IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL
ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS.
2. ALL EQUIPMENT, WHEN APPLICABLE, IS TO BE LISTED AND LABELLED BY UNDERWRITERS LABORATORIES, INC. FOR
THE INTENDED PURPOSE OF THE EQUIPMENT.
3. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRIttEN SPECIFICATIONS.
4. THE CON3 RACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK,
SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED
PIPING, CONDUIT, WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, OPERATORS,
AUTHORITIES HAVING JURISDICTION AND THE ENGINEER OF RECORD.
5 THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETC,
EITHER EXPOSED OR CONCEALED. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK, THE CONTRACTOR
SHALL OBTAIN AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT MAY AFFECT THE WORK
6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS
SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS.
7. ALL EQUIPMENT SHALL BE INSTALLED/PIPED/WIRED IN STRICT COMPLIANCE WITH THE EQUIPMENTS
MANUFACTURERS INSTALLATION INSTRUCTIONS.
8. A SIGN STATING "NO SMOKING WITHIN 50 FEET" SHALL BE POSTED IN THE VICINITY OF ALL MOTOR FUEL DISPENSING
POINTS.
9. TANK FILLS SHALL BE COLOR CODED IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE'S SYSTEM OF
IDENTIFICATION AS IMPLEMENTED BY LOCAL CODES.
t0. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL AGENCIES HAVING
JURISDICTION OVER THE WORK TO BE PERFORMED.
11. ALL PEA GRAVEL UTILIZED TO BED AND SUPPORT UNDERGROUND TANKS, PIPING, SUMPS AND OTHER BELOW GRADE
STRUCTURES SHALL BE WASHED, FREE FLOWING AND CONFORM TO ASTM C-33 PARA 9 1, SIZES 8 THROUGH 8. NO
MORE THAN 5% SHALL PASS THROUGH A NO. 8 SIEVE
12. ALL WORK SHALL COMPLY WITH THE DEPARTMENT OF ENVIRO NM ENTAL CONSERVATION'S PETROLEUM BULK
STORAGE REGULATION 6 NYCRR PART 6t2-6t4.
NOT TO SCALE
LIST OF ABBREVIATIONS
LEGEND
PRODUCT LINES
U/G VENT LINES
DIESEL
PROPERTY LINES
WATER SERVICE ---w---w----w--
SANITARY SEWER (SITE) -- -- SAN -- -
TELEPHONE POLE
ELECTRIC SERVICE
MONITORING WELL
STORM BRAIN GRATE
SOLID COVER FOR SANITARY POOLS
FENCE x
WATER METER (~
X X--
A.F.F. ABOVE FINISHED FLOOR
ASLD ANNULAR SPACE LEAK DETECTION
BLBG. BUILDING
BLK BLOCK
C.M.U, CONCRETE MASONRY UNIT
COL COLUMN
CONC, CONCRETE
CDT. CONDUIT
DEF DEFLECTION FORT FOR TANK
DIAM, DIAMETER
DWG. DRAWING
EA. EACH
ELECT. ELECTRICAL, ELECTRIC
EL., ELEV. ELEVATION
E.J. EXPANSION JOINT
EXG, EXISTING
EXT. EXTERIOR
MECH. MECHANICAL
MIN. MINIMUM
MFR. MANUFACTURER
NO., # NUMBER
N.T.S. NOT TO SCALE
O.C, ON CENTER
O.D. OUTSIDE DIAMETER
OVHD. OVERHEAD
P.V.C. POLYVINYL CHLORIDE
REINF. REINFORCING
REQ'D. REQUIRED
SECT. SECTION
SPEC. SPECIFICATION
STL. STEEL
ST. STL. STAINLESS STEEL
STP SUBMERSIBLE TURBINE PUMP
THK. THICK
TYP, TYPICAL
FTG. FOOTING
FLR FLOOR U.L. UNDERWRITERS LABS
GA.' GAUGE VAP VAPOR RECOVERY
I.D. INSIDE BIAMETER VENT VENT LINE/FITTING
MAG MAGNETORESTRICTIVE PROBE W.W.M. WELDED WIRE MESH
SC TAX HAP: 1000 - 70.0 - 07 - 0&.00
INDEX TO DRAWINGS
CV-I TITLE PAGE W/ KEY HAP AND EXISTING SITE PLAN
SP-I SITE PLAN W/ NEW UNDERGROUND STORAGE TANKS
APPROVAL STAMP
MAY 1 0 2010
EXISTING SITE PLAN
SCALE: I" = I0'
LIe. NO, NYS 580Z5
DRAWING TITLE DWG. NO.
PROJECT TITLE, KEY HAP
AND EXISTING SITE PLAN
CV-1
8COPE OF WORK WATER TABLE INFORHATtON APPROVAL STAMP
STORAGE TANKS ON SITE. : ARCHITECT
2 REHOVE EXgSTING DISPENSERS FROH THEIR RESPECTIVE DISPENSER ISLANDS THE DISPENSER ISLAND F/FV WAT ~ A
3. SAWCUT CONCRETE DISPENSER NAT TO REMOVE ALL EXISTING SINGLE WALLED PIPING. DEPTH TO WATER TABLF 17 FT
STORAGE TANKS SOURCE FOR INFORMATION 0N WATER TABLE AND LAND SURFACE
5. INSTALL ONE 15K COMPARTMENTED DW FPP TANK WITH THE 8K COMPARTMENT FOR DIESEL AND THE 7K ELEVATION PROVIDED BY SUFFOLK COUNTY WATER RESOIURCES UNIT
ONLyCOMPARTMENT FOR PREMIUM UNLEADED GASOLINE. BED AND BACKFILL THE TANK WITH PEA GRAVEL LAND ELEVATION, THE SUFFOL~ COUNTY WATER RES0URCES MApAND USGS WELL DATA, GOOGLE EARTH WAS ALSO UTILIZED TO CHECK
' AN K FOR REGULAR UNLE TITLED "WATER T~BLE CONTOURS ~DN LO~TIONS OF O~SE~V~T/~
6. INSTpEA ALL ONE (I) 15K DW FRP TGRAVEL ONLY, WATER TABL~ ELEVATIONS,
7. RESERVED SITE PLAN NOTE: ,
8. INSTALL NEW TURBINE ENCLOSURES WITH NEW SUBMERSIBLE PUMPS, FILL SPILL BUCKETS AND DROP ~SED TO PREPARE THIS SITE PLANI WAS
' OBTAINED FROM A SURVEY COMPLETED BY GARRETT A. STRANG, L}C NO NYS 58025 '
g. INSTALL NEW DISPENSER SUMPS BENEATH EXfSTIN6 DISPENSERS. REMOUNT THE EXISTING DISPENSERS A L B ' '
ON THE NEW DISPENSER SUMPS. R . OCATE IN SOUTHOLD, N.Y, THE SURVEY WAS COMPLETED
I0. INSTALL ALL NEW DOUBLE WALLED FIBERGLASS PIPING FOR PRODUCT LINES. SINGLE WALLED ON SEPTEMBER 6, IggT, THE SURVEY DOCUMENTS WERE
FIBERGLASS PIPING CAN BE USED FOR VAPOR RECOVERY AND VENT LINES. PROVIDED TO THE ENGINEER BY ISLAND PUMP AND TANK CORP, ON
II. INSTALL ALL NEW OVERFILL, LEAK DETECTION AND INTERSTITIAL MONITORING SENSOR PROBES ALONG JAN. ZS, ~ooo
WITH NEW MAGNETORESTRICTIVE PROBES FOR LIQUID LEVEL INDICIATION. ALL ALARM E~UlPMENT DRAWING TITLE
SHALL BE AS MANUFACTURED BY VEEBER ROOT. FLOOD PLAIN INFORMATION:
IZ. INSTALL A NEW REMOTE OVERFILL ALARH ANNUNCIATOR AS MANUFACTURED BY PNEUHERCATOR. A REVIEW OF FLOOD PLAIN MAP NO, ~610560166 G AS PUBLISHED
I&. INSTALL NEW VEEDER ROOT TLS-bSOR ALARM PANEL INSIDE THE CONVENIENCE STORE IN A LOCATION NAY 4, IgC8 REVEALED THAT THE PROPOSEB UNDERGROUND
THAT IS MANNED DURING REGULAR BUSINESS HOURS. STORAGE TANKS WILL NOT BE LOCATED IN A FLOOD PLAIN.
16, PLACE NEW CONCRETE IN EXISTING DISPENSER ISLAND FOR~S AS NECESSARY.
17. CLEAN SITE AND REMOVE ALL CONSTRUCTION DEBRIS AS NEEDED.
DATE: I 09.28.09 ISCALE: 11"=10'
MA N
ROAD &
BAYVI F_W ROAD
SOUTHOLD, N.Y.
UNDERGROUND
TANK
CREEK DRIVE
KEY HAP
NOT TO SCALE
GENERAL NOTES
1. M.I. WCRK TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, 6OUNTY AND LOCAL
CODES ANB IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL
-ZLECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS.
2. ALL EQUIPMENT, WHEN APPLICABLE, IS TO BE LISTED AND LABBLLEB BY UNDERWRITERS LABORATORIES, INC. FOR
THE INTENBED pURPOSE OF THE EQUIPMENT.
3. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRIT~-EN SPECIFICATIONS.
THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK,
4 SUPPORT ANB RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED
PIPING, CONDUIT, WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, OPERATORS,
AUTHORITIES HAVING JURISBICTION AND THE ENGINEER OF RECORD.
5 THESE DRAWINGS BO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETD.
EITHER EXPOSED OR CONGEALED. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK, THE CONTRACTOR
SHALL OBTAIN AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT MAY AFFECT THE WORK
THESb B PAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS
SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS.
7 ALL EQUIPNtENT SHALL SE INSTALLEB/PIPED/WlREB IN STRICT COMPLIANCE WITH THE EQUIPMENTS
MANUFACTURERS ~NSTALLATION INSTRUCTIONS.
8. A SIGN STATING "NO SMOKING WITHIN E0 FEET" SHALL BE POSTED IN THE VICINITY OF ALL MOTOR FUEL DISPENSING
11. STR~JCTURE,~ BlflAI-I- RE WASHED~ FREE FI.OWING AND CONFORM TO ASTM 0-33 PARA 9,1, SIZES 6 THROUGH 8, NO
MOHb I HAN 5% SFIALL PASS THROUGH A NO. 8 SIEVE.
LIST OF ABBREVIATIONS
A F.F, ABOVE FINISHED FLOOR
ASLD ANNULAR SPACE LEAK DETECTION
!LB0. BUILDIH0
ELK. BLOCK
C.M.U CONCRETE MASONRY UNIT
COL COLUMN
GONg CONCRETE
CDT, CONDUIT
DEF DEFLECTLON PORT FOR TANK
DIAM, DIAMETER
DWG, DRAWING
EA. EACH
LLECT. ELECTRICAL, ELECTRIC
EL, ELEV ELEVATION
E,J. EXPANSION JOINT
EXG EXISTING
EXT,
FTC.
FLR.
MECH. MECHANICAL
MIN. MINIMUM
MFR. MANUFACTURER
NO,, # NUMBER
N.T.S. NOT TO SCALE
O.C, ON CENTER
O.D. OUTSIDE DIAMETER
OVHD. OVERHEAD
p.V.C. POLYVlNYL CHLORIDE
REINF. REINFORCING
REQ'D. REQUIRED
SECT. SECTION
SPEC. SPECIFICATION
STL. STEEL
ST. BTU STAINLESS STEEL
STP SUBMERSIBLE TURBINE PUMP
THK. THICK
FLOOR
GAUGE
INSIDE DIAMETER
MAGNETORESTRICTIVE PROBE
EXTERIOR TYP. TYPICAL
FOOTING U.L. UNDERWRITERS LABS
YAP VAPOR RECOVERY
VENT VENT LiNE/FITTING
W.W,M. WELDED W~RE MESH
1000 - 70.0 - 07 - 04~0
W/ K !' MAP
SITE PLAN
NEW TANK LAYOUT AND EQUIPMENT LIST
15K COMPARTMENTED TANK
15K TANK
SC TAX HAP:
IND._ 'TO DRAWINGS
CV-I
SP-I
A-I
T-I
M-I
H-2
P-I
N-I
HFC
TITLE PAGE W/KEYMAP
EXISTING
PROPOSED
DETAILS
DETAILS
PiPiNG SUMP DETAILS
DISPENSER DETAILS
PIPING LAYOUT AND PiPiNG DETAIL~cCUPANcYOR
NOTES USE IS UNLAWFUL
:ACTURER'S TANK DRAWINGSWITHOUT CERTIFIC/~
OF OCCUPANCY
('/JO')n,'
O') >--
Q-ZZ
APPROVAL STAHP
MEET THE REQUIRFi,¢jEi,JTL,,
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVI(~I~BES OF NEW
BUREAU OF ENVIRONMENTAL ENGINEERING
App ROV/M_ TO CONSTRUCT SCDHS JOB NO' '-~ M
These p~ans and specificabon have been reviewed
and found to be tn compl~aDce witN Suffolk County
Sanitary Code requiremeDts based upon information
submitted by th~l~nt. This approval to constructA~PF~0yED
exp,reson_ .uY ~ ~ZO]O_ /' DATE:~Z
ExpFation ua~e /
9
DING DEPARTMENT AT
APPROVAL DATE ..... 765-1802 8AM TO 4PM FOR THE
Qb~qNG INSPECTIONS:
AS~'t Pu~lc~E~r~g~' ~/0 HEQUIRED
FOR POURED CONCRE1E
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
DRAWING TITLE q' I-~NaL- COHSTRUCTION MUST
BE COMPLETE FOR C O
ALL CONSTRUCTION SHALL MEET THE
REQIJIRFMENTS OF THE CODES OF NEV
-I'" I '1-IYO~'STATE' NOT RESPONSI~3LE FOR
PROJECT i I OR CON"RUOT'ON ERRORS.
KEY HAP
REQUIRED
DWG.
NO
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
dE 'THE ~'OWN CODE.
FIRE INSPECTION
REQUIRED BEFORE
N 360 00'
® ¢
89.15'
~p s)
(~,p s)
ScoPE OF wORK
STORAGE TANKS ON SITE.
2. REMOVE EXiSTiNG DISPENSERS FROM THEIR RESPECTIVE DISPENSER iSLANDS. THE DISPENSER iSLAND
EORMS TO REMAIN IN PLACE.
SAWCUT CONCRETE DISPENSER MAT TO REMOVE ALL EXiSTiNG SINGLE WALLED piPiNG.
pREPARE NEW EXCAVATIONS TO RECEIVE THE NEW DOUBLE WALLED FIBERGLASS UNDERGROUND
STORAGE TANKS.
5. iNSTALL ONE 15K COMPARTMENTED DW FRP TANK WITH THE 8K COMPARTMENT FOR DIESEL AND IHE
COMPARTMENT FOR pREMIUM UNLEADED GASOLINE. BED AND BACKFILL THE TANK WiTH PEA GRAVBL
ONLY.
6. INSTALL ONE (0 15K DW FRP TANK FOR REGULAR UNLEADED GASOLINE, BED AND BACKFILL TANK WITH
pEA GRAVEL ONLY,
7 RESERVED
8. INSTALL NEW TURBINE ENCLOSURES WITH NEW SUBMERSIBLE PUMPS, FILL SPILL BUCKETS AND DROP
TUBES WITH AUTOMATIC FLOAT SHUT-OFF DEVICES.
9, iNSTALL NEW DISPENSER SUMPS BENEATH EXISTING DISPENSERS. REMOUNT THE EXISTING DISPENSERS
ON THE NEW DISPENSER SUHPS.
10. iNSTALL ALL NEW DOUBLE WALLED FIBERGLASS piPING FOR pRODUCT LINES. SINGLE WALLED
FIBERGLASS piPING CAN BE USED FOR VAPOR RECOVERY AND VENT LINES.
Ii. INSTALL ALL NEW OVERFILL, LEAK DETECTION AND INTERSTITIAL MONITORING SENSOR PROBES ALONG
WITH NEW MAGNETORESTRICTIVE pROBES FOR LIQUID LEVEL LNDICIATION. ALL ALARM EQUipMENT
SHALL BE AS MANUFACTURED BY VEEDER ROOT.
12.INSTALL A NEW REMOTE OVERFILL ALARM ANNUNCIATOR AS MANUFACTURED BY PNEUMERCATOR.
13. LNSTALL NEW CONDUIT FOR POWER AND SIGNAL CABLES.
It~. INSTALL NEW VEEDER ROOT TLS-550R ALARM PANEL INSIDE THE CONVENIENCE STORE IN A LOCATION
THAT IS MANNED DURING REGULAR BUSINESS HOURS.
STALL ALL NEW REINFORCED CONCRETE TANK MATS.
15 ~N~AcE NEW CONCRETE IN EXISTING DISPENSER ISLAND FORMS AS NECESSARY.
lb.
17 CLEAN SiTE AND REMOVE ALL CONSTRUCTION DEBRIS AS NEEDED.
LEGEND WATER TABLE iNFORMATiON
I PRODUCT LINES DIESEL ' ELEVATION OF LAND SURFACE: 20 FT
U/G VENT LLNES ELEV WATER TABLE ABOVE SEA LEVEL: 5 FT
-- -- -- DEPTH TO WATER TABLE: 17 FT
~ROPERTY LINES
WATER SERVICE ---W---W--- -W--- SOURCE FOR INFORMATION ON WATER TABLE AN~ LA__ND SURFACE
LEVAT[ON PROVIDED BY SUFFOLK COUNTY WATER F
SANITARY SEWER (SITE) SAN AND USGS WELL SATA, GOGGLE EARTH WAS ALSO UTILIZE9 TO CHECK
LAND ELEVATION, THE SUFFOLK COUNTY WATER RESOURCES MAP
{~ ITLEO "WA TER TABLE CONTOURS ADN L OCA TIONS OF OBSERVA T/ON
TFLEPHONE POLE 'FELLS IN SUFFOLK COUNTY DATED MARCH 2002 WAS CONSULTED FOR
- MATER TABLE ELEVATIONS,
ELECIR,,', SERVICE -- --E -- -- E-
G'¢~ MOM WbLL
STORr't DRA!N GRATE
SOLID L, nVER FOR SANITARY POOLS
qATER METER BOX
SiTE~PLAN NOTE:
THE INFORMATION USED TO PREPARE THIS SITE PLAN WAS OBTAINED FROM A SURVEY COMPLETED BY
GARRETT A. STRANG, R.A. LOCATED IN SOUTHOLO, N.Y. THE SURVEY WAS COMPLETED ON SEPTEMBER 6, 1997,
THE SURVEY DOCUMENTS WERE pROVIDED TO THE ENGINEER BY iSLAND PUMP AND TANK CORP. ON JAN. 25,
2000.
FLOO_D PLAIN INFORMATION:
A REVIEW OF FLOOD PLAIN MAP NO. ~6105C016O G AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY AND DATED MAY Lh igc8 REVEALED THAT THE PROPOSED UNDERGROUND STORAGE TANKS WILL NOT
BE LOCATED IN A FLOOD PLAIN.
APPROVAL STAMP
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
HMO9-17
AppROVAL TO CONSTRUCT SCDHS JOB NO,__ --
These plans and specification have been reviewed
and found to be in conOI;~=nce w~th Suffolk County
Code requiremen[t, based upon ~nformation
Sanitary by thelt'C~Cii0a~t-~T~l~ approval to construct
submdted
NOV 0
~ATE -
ChdsWong
Ass't Public Health Encneef
7
DRAWING TITLE
EXISTING SITE PLAN
DA I" = 1 O'
DWG. NC
EQUIPMENT LiST
2?-'
AREA
UNDFRGROUNO SIORAGE TANKS
,NEUMERCATOR
AppLiCATiON NO, 5~VHL
:UEL TANK, THREADED
NO, 21BV-02OO
DPI~¢£/4 ~¢x2,~'
DISPENSER SUMPS AND EQUIPMENT
MANHOLE COVERS
//~AFETY pLATFORM' ~Z' OIA FOR pIpING {lDO' ND ~ F~ /~r~O
MISCELLANEOUS EQUIPMENT
APl PRODUCT CODE FILL PORT LEGEND
APPROVAL STAMP
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVALTOCONSTRUCTSCDHS JOBNO: J'J M ~
These plans and spembcabon have been reviewed
and found to be in COH~phaDCe with Suffolk County
Sanitary Code requirements based upon information
~uxb~t~eodnbY the~,i~a~t.{~i[~ approval ,o construct
P,. Expiration Date /. /
t~OV 0 9 2009 ~
APPROVAL DATE REVIEW ENGINEER
Chds Wong
Ass't Public Health Enginee~
17,7
DRAWING TITLE
PROPOSED NEW TANK LAYOUT
AND EQUIPHENT LIST
~ATE: ~09.28.09 hSCAL~: i 1": 10'
.o_fi
<z~
O<
O_zz
W~
DWG. Nf
A-1
DEADMEN ANCHOR NOTE:
REINFORCED CONCRETE DEAgMEN
TANK ANCHORS W/ STAINLESS
STEEL HOLD DOWN HARgWARE ANB
FIBERGLASS STRAPPING AS PROVIDES
BY THE TANK M~NUFACTURER MAY NOT
~' DIA FILL PORT AND ~ROP TUBE WITH
AUTO SHUT-OFF FLOATiMECHANISM IN
(TYP 2)
MAGNETORESTRICTIVE PROBE
FOR LIQUID LEVEL INDICATION
AND OVERFILL ALARM SETFING
12'
COMP-A
8,000 GAL
DIESEL
b" FITTING W/ RLSER pIPE TO CHECK TANK DEFLECTION--
Ag' - 2"
45' - 2"
5' DIA SINGLE WALLED FRP VAPOR RECOVERY --
pIPING TO BE SLOPED BACK TO THE TANK AT
SPARE L" MANWAY FITTINGS
(TYP 2 FOR THIS PIPING SUHP)
-- 2'0 A SINGLE WALLED FRP VENT'
pIPE TO BE SLOPED BACK TO THE
PLAN - 15,000 GAL COMPARTHENTED TANK
&' DIA FILL PORT AND COA$NAL DROP TUBE
WITH AUTO SHUT-OFF FLOAT MECHANISM IN
A 5 GAL CAPACITY FILL SPILL BUCKET
COMP-O
7,000 GAL
GASOLINE
SPARE ~" FLTTING
Z" DIA VENT LINE
SCALE: 5/8" = I' - 0" (SEE DWG MFC FOR ALL TANK DINENSIONS)
HOTE h
THE NEW REINFORCED CONCRETE TANK HAT
SHALL BE 5,500 PSI CONCRETE AT 28 DAYS
STRENSTH AND SHALL BE REINFORCED WITH
~-L REBAR SPACED 12" O,C. BOTH WAYS ON TOP
AND BOTTOM OF SLAB. MINIMUM CONCRETE
COVER OVER REBAR SHALL BE If,
WRAP STEEL PIPE RISER
WITH 5M TEMFLEX
~PROTECTIONTAPE
2" DIA FLEX CONNECTOD
LEAK DTCT'N PROBE
E NOTE 2)
L~9'-2"
~" DIA DEFLECTION PORT RISEi]
FOR COMP-B 7K GASOLINE
[TYP 2 SEE NOTE ~)
--FOAM BLOCKS (TYP ALL)
· OB FRP TUF
(PIPING SUMP - SEE NOTE 5 & 7)
LEAK BTCT'N PROBE
(TYP ALL SUMPS-SEE NOTE
MAINTAIN 2" MIN
CLEARANCEBTWN
SKIRT AND SUMP COLLAR
IZ" SKIRT
/
GAL
FILL SPILL BUCKET
(TYP 2 PLACES)
(SEE NOTE 6)
SHUT OFF
8'-0" O.D.
FULL PORT
BALL VALVE
PIPE
PIPING SYSTEM
COMP-A
8,000GALS
DIESEL FUEL
BrA FILL TUBE WITH
O SHUT-OFF
VAPOR RECOVERY BALL
FLOAT CHECK VALVE
(NOT INSTALLED ON DIESEL TANK)
COMP-9
7,000 GALS
PREMIUM
UNLEADED
HP SUBMERSIBLE
2 F! LSK TNK)
LIQUID DISCRIHINATING ANNULAR
SPACE MONITORING SENSOR
O~ ~
MAINTAIN 6" MIN ABOVE
TANK BOTTOM
MAiNTAiN 6' MiN/r
FROM TANK BOTTOM
12'
FOR LIQUID LEVEL AND HIGF
LEVEL ALARM INDICATION
(SEE NOTE ~)
45' - 2"
ELEVATION - 15,000 GAL COHPARTHENTED TANK
SCALE: 5/8" = I' - 0" (SEE DI4/G /dFC FOR ALL TANK DIPIENS/ONS)
mu
PEA GRAVEL BACKFILL
>TO THE UNDERSIDE OF
THE NEW TANK MAT
ANK MANUFACTURER SUPPLIED
FIBERGLASS ANCHOR STRAPS
(TYP ALL)
18"
JAW K JAW 3/2' OlA STAINLESS
STEEL ANCHOR HARDWARE
SUNCOR STAINLESS
12" MIN PEA GRAVEL
=OR TANK
NEY. 6' TBJCK RD;NFORCED
PITCH HDNFORCED CONCRETE lANK CONCRETE TANK SUAB TO
I
I B' . '~ ' ~ COAT GALV STEEL EYELETS W/
~ ~NEW lEK cMPTMNT" COAL TAR EPOXY ~';' ~
TANK BED EXCAVATION DETAIL
NOT TO SCALE
2]
.
- ~ : ~] ~ EATHERPROOF JUNCTION
SFLICE I FT FRON ~
INTERSTITIAL TANK SENSOR F/ DRY ANNULAR SPACE
APPROVAL STAHP
~o¢~ssm~ ~m.~... uc~,s~; SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
~ ~ BUREAU OF ENVIRONMENTAL ENGINEERING
These plans and specification have been reviewed
~ ~ Sanlta~ Code requirements based upon information
exp~reson NOV 0~ 2~1~
NOV
~L~X~~ ~, SANT~O, P 5 - APPROVAL DATE REVIEW ENGINEER
Ass't PubDc Health
DRAWING TITLE
DETAILS 15K COMPARTMENTED TANK
MAGNETORESTRIDTIVE PROBE ?OR LIQUID LEVEL
NOTE, ALARH TO BE SET AT 90%BF TAt
CAPACITY
'ANK WORKING
L4,_65-.
-- 4' DLA FILL PORT,CNG COAXIAL DROP TUBE
WITH AUTO SHUT-OFF FLOAT MECHANISM IN
A 5 GAL CAPACITY FILL SPILL BUCKET
12'
PLAN - 15,000 GAL DW F~-P TANK
SCALE: 5/8" = I' - 0" (SEE DI~/G MFC FOt~ ALL T,4Nt¢ DIMENSIONS)
NOTE 2:
ALL LEAK DETECTION SENSORS WITHIN PIPING SUHPS SHALL
BE SECURELy FASTENED IN pLACE AND INSTALLED AS PER
THE MANUFACTURER'S INSTRUCTIONS, WRAPPING SENSOR
LEAD WIRES AROUND METAL PIPING OR CONDUIT INSIDE THE
PIPING SUMPS IS PROHIBITED. ALL LEAK DETECTION SENSORS
SHALL BE LIQUID DISCRIHINATIN6,
NOTE ~.
THE H~GH LEVEL ~ARH SETTING FOR THE MAG PROBES SHALL
BE SET AT 90% OF THE NOMINAL CAPACITY OF THE T,4N/C
NOTE 5.
THE ARRANGEMENT OF EQUIPMENT IN THE PIPING SUHPS SHOWN
ON THESE DRAWINGS ARE ONLY TO LOCATE THE BUBHEESIBLE
PUMPS AND FILL PORTS. REFER TO THE PIPING SUMP DJAGRAHS
ON DWG M-I FOR ACTUAL EQUIPMENT LAYOUTS.
NOTE 6
MAINTAIN A MINIMUM I' SEpAP~TJON BETWEEN THE TOP RIM
TO EACH COMPARTMENT OF THE TANK,
EXPLOSION PROOF J-BOX
AND EY SEALS AS PER NEC
DIA RISER PIPE FOR
HAGNETORESTRICTWE PROBE --
SLOPE CONCRETE HIM ~" / FT
FRP PIPING
49'-2"
~*~¢-/:~ '~ DIA FIBERLITE SOLID COVER
W/ ~NTERIOR SUPPORF FRAME
NOTE 8)
BALL FLOAT
VALVE
(VAPOR RECOVERY)
EXTRACTOR TEE FITTING AND
PALL FLOAT SHUT-OFF VALVE
PROTECTION TAPE
-EAK DETECTION SENSOR
4' DIA COAX FILL TUBE
W/AUTO FLOAT SI
SPACE FTG,
MAINTAIN 6' MIN
FROM TANK BO~OH
MAINTAIN 6" HIM ABOVE
TANK BOTTOM
12" HIN
FACTORYINSTALLED
IMPACT PLATES BENEATH
ALI_ TANK OPENINGS
LIQUID DISCRIMINATING INTERSTITIAL MONITORING
SENSOR (SEE VEEDER ROOT DETArL THIS DUG)
4L/-62I''
ELEVATION - 15,000 GAL DW FRP TANK
SCALE:
5/8" ='1'- 0" (SEE DI'FG MFC FOR ALL
TANK DIMENSIONS)
LINE THE SIDES ANB BOTTOM OF THE
EXCAVATION WITH FILTER FABRIC
TO HOLD THE PEA GRAVEL JN PLACE
18" MIN
PEA GRAVEL
BEDDING FOR TANK
I
'
APPROVAL STAMP
"~}~¢~}}~[ E"6'"EER o" L[CESSEg SUFFOLK COUNTY DEPARTMENT OF H~LTH SERVICES
APPROV~ TO CONSTRUCT SCDHS JOB NO.
These plans and scecificatioa haw
Sanitary Code roqmremont8 ~asod ~pon [n~ormabon
t submitte0 by th~pllcant. Thb
Expiration Date
~~ NOV 0 9 2009
ALEX~iC, ~O. ~S $fl0~SUB~ ~. SAN~UO, ~ e APPROVAL DATE R~VI~W ENGINEER
Ass't
DRAWING TITLE
DETAILS - 15K DW FRP TANK
DATE: j 09.28.09 I SCALE: I~":IO' L
A" DIA RISER FOR MAGNETORESTRICTIVE
PROSE FOR LIQUID LEVELINDICATION
AND OVERFILL ALARM SETTINGS
(SEE NOTE 2 BELOW)
FLEXIBLE ENTRY FINING
DOUBLE WALLED
PIPING
RED JACKET Ih HP SUBMERSIBLE
TURBINE PUMP WI LEAK DETECTION
SPARE
(TYP 5 FOR~HIS BUMP)
CLIPS (TYP D)
FPP DOUBLE WALLED
PETROLEUH PRODUCT PIPING
(SEE NOTE 3)
URN BALL
VALVE
NOTE I.
THE LEAK DETECTION SENSOR ELEMENT SHALL BE
INSTALLED AS PER MANFACTURER'S INSTRUCTIONS,
THE SENSOR ELEMENT SHALL BE SECURELY MOUNTED
INSIDE THE PIPING SUMP, SEE SENBOR ELEMENT
INSTALLATION DETAIL ON BWS M-2,
NOTE E',
THE HIGH LEVEL ALARM SHALL BE SET AT PO% OF
THE WORKINO CABACITY OF THE TANK,
~.. FIBRELITE SUPPORT FRAME
AND PLATFORM INSERt
TANK
CENTER
LiNE
NOTE S:
THE B"-IN-5" DW FPP DIESEL PIPING SHALL BE SLOPED
BACK TO THE TANK WITH A MIN I/8" PER FOOT GRADE
NOTE A:
THE Arb TEST BOOT IS TO BE PULLED BACK TO PERMIT TEE
CONTAINMENT PIPE TO COMMUNICATE WITH THE PIPING SUMP
AND THE PIPING SUMP SENSOR TO DETECT LEAKAGE IN THE
PRIMARY PRODUCT PIPING,
SUMP W/ SUB PUMP FOR 8K DIESEL, 15K & 7K GASOLINE
EXPLOSION PROOF ELECTRIC JUNCTION
BOX W/ SY SEALS FOR USE IN CLASS I
DIVISl0N I iNSTALLATIONS AS PER
NFPA 70 (NAT'L ELECTRIC CEDE)
A' DIA RISER PIPE FOR LIQUID
LEVEL PROBE W/ CAP AND
CONNECTION TO U-BOX
MANHOLE COVER AND FRAME ASS'Y
W/MESH SAFETY PLATFORM AND lb" SKIRT
FIBRELITE MQD, NO. ~C~,{~J,) COVER AND FRAME
FfBRELITE MOD, NO, FLBPI~2 - SAy1? BLATFL, '
CONCRETE TO SLOPE AWAY
FROM MANWAY FRANCS
FOAM BLOCK AS
(TYP ALL PIPING SUMPS)
AR" DIA FIBERGLASS TURBINE--
ENCLOSURE (PIPING SUMP)
R0° STEEL ELL (TYP 2)
ELK STL FOR OIl
6ALV STL FOR GASOLINE
MOUNTING COLLAR FOR-
TURBINE ENCLOSURE
2' atp TURN FULL i
PORT BALL VALVE J i j
I I
FLOAT FOR LIQUID LEVEL INDICATION
AND OVERFILL ALARM SETTING ~ I
NOTE: ~ [ I I
BE SET AT 90% NOMINAL CAPACITY
OFTHETANK. ~JJ I J
SUBMERSIBLE TURBINE ~ I i'~
FACTORY INSTALLED
IMPACT PLATES BENEATH }-
TANK SHELL
6"
8' TANK DIAMETER
12" SIDE SKIRT
NOTE:
MAINTAIN HIM E" CLEARANCE BETWEEN
SIDE SKIRT AND SIDE OF PIPING SUMP
2"IN B" DOUBLE WALLED FPP
--PRODUCT PIPING FOR GASOLINE
-- FLEXIBLE ENTRY SOOT
FOR 5" FPP PIPING
-AIR TEST BOOT TO BE
PULLED RACK AFTER TEST
E" DIA THRD'D X BELL
FPP TO STEEL ADAPTER
-E' DIA FLEX CONNECTOR
LIQUID DISCRIMINATING
LEAK SENSOR PROBE
NOTE,
SENSOR PROBE TO BE SECURELY FASTENED TO
THE TURBINE ENCLOSURE AND CANNOT HANG
LOOSELY WITHIN, LEAD WIRES SHALL NOT BE
WOUND AROUND ANY PIPING INSIDE THE SUMP,
THE PROBE IS TO BE INSTALLED IN ~CCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS,
(SEE SENSOR INSTALLATION DETAIL ON OdG M-B)
NOTE:
MAINTAIN APPROPRIATE EQUIPMENT MANUFACTURER S
MINIMUM CLEARANCES WHEN INSTALLING THE SUBMERSIBLE
TURBINE PUMP, KEEP PUMP BODY AT LEAST b" OFF OF
TANK BOTTOM.
TYPICAL CROSS SECTION FOR
SUB PUMP PIPING SUMPS
SCALE: I/E": l' - 0"
FLEXIBLE ENTRY FITTING
FOR ELECTRICAL CONDUIT
EXPLOSION PROOF J-BOX FOR
LEAK
(SEE NOTE I BELOW)
OUTSIDE COLLAR OF MANWAY
COVER AND FRAME ASSEMBLY~
B' DIA FRP VENT LINE FOR 7K TANK
I s. OmA FPP VENT LINE FOR 1SA TANK--
I(SEE NOTE E)
FLEXIBLE ENTRY FITTING /
FOR 2" FPP PIPE
SPARE 4" MANWAY
FITTING
4"DIA RISER TO CHECK TANK
DEFLECTION AT TANK CNTR LINE -
(SEE NOTE E BELOW)
NOTE I
THE LEAK DETECTION SENSOR ELEMENT SHALL BE
SET NO MORE THAN lIB"ABOVE THE SUMP BOTTOM,
THE SENSOR ELEMENT SHALL BE SECURELY MOUNTED
INSIDE THE PIPING SUMP
NOTE 2
THE PORT CAP CAN BE NO MORE THAN
IL" BENEATH THE MANHOLE COVER
TANK
CENTER
LINE
4' DLA COAXIAL DROP TUBE FILL MPC WITH
3u DIA THRD'D X BELL FPP-TO-STEEL
PIPING ADAPTER (TYP FOR 2" PIPING)
FLEXIBLE ENTRY FITTING
FOR 5' FPP PIPE
RECOVERY PIPING
(SEE NOTE 3)
GALV STEEL PIPE FOR
INSIDE PIPING SUMP
BALL CHECK VALVE
W/ EXTRACTOR TEE
FIBRELITE MESH SUPPORT FRAME, PLATFORM INSERT
AND HANGER CLIPS (B CLIPS TYP PER INSERT)
NOTE 5,
THE B" OmA VENT AND 3"VAPOR RECOVERY PIMNG
SHALL BE SLOPED BACK TO THE TANK WITH A
MIN ilS" PER FOOT GRADE
NOTE 4:
THE REINFORCING FLANGE IS NEEDED TO STIFFEN THE
MESH SAFETY PLATFORM AFTER A HOLE HAS BEEN CUT
IN THE MESH TO ACCESS THE FiLL PORT.
FLEXIBLE ENTRY FITIING
FOR ELECTRICAL CONDUIT
2" DIA FPP
(SEE NOTE 5)
SPARE 4" HANWA¥
FITTING (TYP 2)
FJBRELITB PLATFORM HANGER--
CLI=S (TYP 6)
TANK
CENTER
LINE
NOTE I
THE LEAK DETECflON SENSOR ELEMENT SHALL BE
SET NO HORS THAN I/B"ABOVE THE SUMP BOTTOM
THE SENSOR ELEMENT SHALL BE SECURELY MOUNTED
INSIDE THE PIPING SUMP,
NOTE ~:
THE MESH PLATFORM SHALL BE CUT TO ALLOW ACCESS
TO THE FiLL PORT, A RBINFORCLNG FLANGE WILL BE
INSTALLED AROUND THEHOLE TO STIFFEN THE MESH
SAFETY PLATFORM,
APPROVAL STAMP
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVAL TO CONSTRUCT SCDHS JOB NO.
These plans and specifmcaUon have been reviewed
and found to be mn cornpi~anca with Suffolk County
Sanita~ Code requirements based upon information
submittod by th~a~lica.t. This approval to construct
Expiration Date- / . /
NOV 0
-
APPROVAL DATE REVIEW ENGINEER
Ch~s Wong
Ass't Public Heal~ Enginee[
DRAWING TITLE
PIPING SUHP DETAILS
EXPLOSION PROOF J-BOX FOR
LEAK DEFECTION SENSOR PROBE
(SEE NOTE I)
CIA DEFLECTION PORT TO BE~NSTALLED
BUNG ON TEE CENTERLINE OF THE TANK,
THE PORT CAP CAN BE NO MORE THAN 12'
BENEATH THE MANHOLE COVER,
Il," DIA REINFORCING FLANGE
FIBRELITE PROD NO FLSPIFLANGE-IA
5 GAL SPILL CONTAINMENT
BUCKET W/ INTERNAL DRAIN
RPIELD INDUSTRIES, INC
NOBEL NO+ SC-5 (SEE NOTE
--4" DIA DROP TUBE FILL PIPE WITH
AUTOMATIC SHUT-OFF FLOAT VALVE ~/~[~ ~/~g~ ,. ,
FIBRELITE SUPPORT FRAME
AND PLATFORM INSERT
NOTE 5,
THE 2" DIA VENT PIPING SHALL BE SLOPED BACK
TO THE TANK WITH A MIN 1/8" PER FOOT GRADE
~ SCALE'
SUHP W/ LC' COAX FILL F/7K & 15K GASOLINE
T~,i~PIPING
/ SCALE:
SUMP W/ Z+" FILL FOR 8K DIESEL
IL' DJA REINFORCING FLANGE
FISRELITE FLSP/FLANGE-I~
(SEE NOTE i)
~DIA MANHOLE COVER AND
FRAME ABS'Y W/SAFETY PLATFORM
FIBRELITE ~W/ FLSPAE PLATFORM
FOAM BLOCKS
SIDE SKIRT
NOTE'
MAINTAIN MIN 2" CLEARANCE BETWEEN
SIDE SKIRT AND SIDE OF PIPING SUMP
(SEE NOTE 3)
EXPLOSION PROC
AND EY SEAL AS PER NEC
5 GAL FILL SPILL CONTAINMENT BUCKET
FAIRFIELD INDUBTRIES, INC, MOB NO, SC-5
A' DLA RISER PiPE
GALV STEEL FOR GASOLINE
SCM AO SLACB STEEL FOR DIESEL
VEEDER ROOT PIPING SUNi
LEAK DETECTION SENSOR
(SEE NOTE A)
BALL CHECK VALVE W/EXTRACTOR ,L
TEE FOR VAPOR RECOVERY P P NG I j'~:
! i '
/+" DIA COAX DROP TUBE
AUTO SHUT-OFF OVERFILL
PREVENTION FLOAT VALV~
BPW MOD. NO. OlS0C-A00J
MAINTAIN E" MIN ABOVE
TANK BOTTOM
FACTORY iNSTALLED
IMPACT PLAT
ALL TANK OPENINGS
6" MIN
NOTE l,
THE A" DIA DEFLECTION PORT SHALL BE iNSTALLED
IN A BUNG ON THE CENTERLINE OF THE TANK
THE PORT CAP CAN BE NO MORE THAN lb"
BENEATH THE MANHOLE COVER
NOTE 2,
MAINTAIN A MINIMUM I" SEPARATION BETWEEN
THE TOP RIM OF THE FILL SPILL BUCKET AND
THE BOTTOM OF THE HANHOLE COVER,
THE FILL PORT CAP FOR EACH COMPARTMENT SHALL
BE SET NO MORE THAN 9" BENEATH THE ACCESS
COVER TO FACILITATE A SAFE AND EFFICIENT DELIVERY
OF PRODUCT TO EACR COMPARTMENT OF THE TANK,
NOTE 3:
THE TOP EDGE OF THE PIPNG SUMP SHALL TERMINATE AT A
POINT THAT IS HIGHER THAN THE MANWAY SKIRT AND SHALL
MAINTAIN A HIM OF E" CLEARANCE BETWEEN THE MANWAY
SKIRT ANO THE COLLAR OF THE PIPING SUMP, THE MANWAY
SKIRT SHALL BE A MINIMUM OF A"IN DIAMETER LARGER
THAN THAT OE THE PIPING SUMP COLLAR,
NOTE A,
ALL LEAK DETECTION SENSORS WITHIN PIPING SUMPS
SHALL SE SECURELY FASTENED IN PLACE AND SHALL
BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S
INSTRUCTIONS. ALL PIPING SUMP SENSORS SHALL
BE LlaUID DISTINGUISH[NB
(SEE SENSOR iNSTALLATION DETAIL ON DWG
TYPICAL CROSS SECTION
FILL ,PIPING SUMPS
NOT TO ~CALE
FOR
/-
[ I
I
EXISTING MULTIPLE pRODUCT
BLENDER DISPENSER TO REMAIN
(SEE NOTE[& 2)
' DIA BLK STL DIESEL FUEL pIPING
(FOR TWO NORTH SIDE DISPENSERS)
~/~" DIA CRC CONDUIT
BACK TO ~
FLEX ENTRY HOOT FOR ELEC 60~DUIT
DPM PROD. NO. U&S-&Ig W/INSERTS
OPW DISPENSER SUMP
TO MATCH W/ EXISTING --,
MPB DISPENSER (SEE NOTE [) ':
SHEAR VALVE
NEW DISPENSER ISLAND TO
E INSTALLED IN SAME LOCATION
AS EXISTING DISPENSER ISLAND
~ EXISTING DISPENSERS ARE TO RENAIN AND WILL BE
(SEE SUHP SENSOR INST~TION DETAIL THIS
BLENDER DISPENSER W/ NEW DISPENSER
5/4" = I' - O"
SCALE:
I~" DIA FLEX CONNECTOR
=LEX ENTRY FITTJNG FOR
FOR DIESEL FUEL
SUMP
F 1
EXISTING MBD DISPENSER
TO REMAIN (SEE NOTE 1)
HOSE "BREAK-AWAY"
OPW MOD NO 66RD
NOTE,
~E BREAK--AWAY SHALL BE
INSTALLFD WI~H 12" LENGTH OF
"STRAIGHTENING HOBE" OPW
MODEL 66N-1500
SIREAR/EME~GENCY V
MOUNTED TO STABLIZER BAR
EXiSTiNG D~SPENSER iS
BE REPLACED (SEE NOTE
SMITH ¢[BERCAST
RED THREAD IIA
(SEE NOTE &)
AIR TEST BOOT W/VALVE FOR
2"-IN 5' DW FPP PLPE
DPM PROD NO, URS.SX2.R
(SEE NOTE B)
NOTE ~:
~ p~ILL BACK AIR TEST BOOT AFTER
COMPLET~ION OF PIPING SYSTEM AlE PRESSURE TEST
. SIDE VIEW - MULTIPLE
WITH NEW DISPENSER
I' STL STAGE [I VAPOR RECOVERY PIPE
(EXCEPT FOR DIESEL FUEL DISPENSER)
STABILIZER BAR
:~': ~ C-..-_"" LEAK DETECTION SENSOR
YEEDER ROOT (SEE NOTE 5)
--~"TO I~u REDUCER ELL
-- 2' DIA THRD X BELL
FPP-TO-STEEL ADAPTER
(SEE NOTE 5)
BLENDER DISPENSER
SUMPS INSTALLED
SCALE: 3/~ " = I' - 0"
- SHEAR VALVE
LIZER BAR
BRACKETS, CLAMP, ETC,
FROM UNIVERSAL SENSOR
MOUNTING PIT
~ WIRE CORD GRIP
PROOF/WEATHER PROOF
JUNCTION BOX AND EY SEAL AS PER NEC
5 tb" GRC TO
NSOLE
LIQUID DISCRiMiNATING
DETECTION SENSOR
IMPORTANT! NOUSING MUST COMPRESS
POSITION INDICATOR AGAINST BOTTOM
OF THE SUMP OR A "SENSOR OUT" ALARH
WILL BE ACTIVATED,
INCORRECT CORRECT
DETAIL-PROPER INSTALLATION
OF DISPENSER SUHP SENSOR
NOT TO SCALE
APPROVAL STAMP
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVALTO CONSTRUCT SCDHS JOB NO. ~ ~ (~ 9 - ]- ~ ~'
These plans and specification have bean reviewed
and found to be in compliance wllh sufrolk County
Samtary Code requirements based upon information
sub?ltted by the ~'~ic~r~, ~-oapproval to construct
expires on Expiration Date ~
NOV ~ 9 2009
APPROVAL DATE
REVIEW ENGINEER
Chris Wang
Ass't Public Health Enginee~
DRAWING TITLE
DISPENSERS
DWG. NO.
M-2
NOTE B:
LOCATION AS THE EXISTING ISLANDS. THERE IS NO ANTICIPATED
CHANGE IN EITHER THE LOCATION OR ORIENTATION OF THE NEW
DISPENSER IS~NDS.
NOTE S:
DIESEL FUEL SHALL BE DISPENSED SOLELY FROM THE
DISPENSERS LOCATED ON THE NORTH SIDE OF THE
ISLAND MAT.
NOTE 4:
ALL PRODUCT PIPtNG TO BE iNSTALLED SHALL BE
2'-[N-5' DOUBLE WALLED RED THREADIIA FIBERGLASS
PIPING AS MANUFACTURED BY SMITH FISERCAST, ALL
PIPING SHALL SE SEDDED ON E" OF PEA GRAVEL AND NO
FOREIGN OBJECTS OR DEBRIS SHALL BE USEOIN THE
PIPING TRENCH,
NOTE 5:
ALL VAPOR RECOVERY AND VENT PIPING TO SE INSTALLED
SHALL BE EITHER Z" OR S' SINGLE WALLED FIBERGLASS
PIPING AS HANUFACTURED BY SMITH EIBERCAST. ALL
VAPOR RECOVERY PIPING SHALL BE SLOPED BACK TO THE
TANKS AT A PITCH OF I/8~ PER FOOT.
NOTE 6:
VENT LINES TO RUN UP THE SIDE OF THE EXISTING
CONVENIENCE STORE WALL AND TERMINATE NO LESS
THAN 12' ABOVE GRADE. THE VENT TOPS SHALL EXTEND
E~ ABOVE THE ROOF LFNE OF THE STORE,
O O
E' OIA VENT LINE
D' DIA VENT LINE
22'
GAL
NOTE,
THE POINT OF ENTRY FOR THE REGULAR
UNLEADED GASOLINE STAGEII VAPOR
RECOVERY PIPE SHALL BE LOWER THAN
THAT FOR THE PREMIUM UNLEADED
VAPOR RECOVERY PIPE
NOTE 5
PIPING LAYOUT FOR NEW PRODUCT,
NOT TO SCALE
NEW CONCRETE OR
ASPHALT A
WARNING TAPE
5" DIA SINGLE WALLED
FRP STAGE II PIPING
PEA GRAVEL
BACK FILL
MIN
2"-IN-5' DIA DW FRP PIPE'--
SMITH FIBERCAST
RED THREAD IIA
A" MIN SEPERATION
BTWN PIPING
& mY
TRENCH SIDEWALL
RECOVERY AND
18"
PEA
BACKFILL
VENT LINES
NEW CONCRETE OR
ASPHALT AS NEEDED ·
/
NOTE:
THE 2.5" CRITICAL DIMENSION SHALL
BE IINSPECTED IN THE FIELD.
TYPICAL PIPING TRENCH
NOT TO SCALE - USE DIMENSIONS SHO~N
5" DIA VENT CAP
NON- VAPOR RECOVERY
£" GALVANIZED STEEL
VENT PIPING ABOVE GRADE
BRACED TIGHT TO ELDG WALL
~" GALVANIZED STEEL VENT PIPING FOR
15K TANK ABOVE GRADE SHALL BE BRADED
TIGHT TO GLDG WALL
GRADE
TRANSITION FROM
FIBERGLAS PIPING
TO GALVANIZED TO~...
DE WRAPPED WITH
SCOTCH GUARD TAPE
PRESSURE-VACUUM
VENT CAP (2 TYP)
VENT PIPING NOTE:
GASOLINE AND DIESEL VENT
PIPING SHALL TERMINATE A
MINIMUM OF iR' ABOVE GRADE,
VENTS SHALL EXTEND ABOYE
ROOF LINE NO LESS THAN S FEET
PIPE SUPPORT
BRACKETS
VENT PIPE NOTE:
E" AND S" FRP VENT PIPING SHALL BE
SLOPED A NlM OF I/B" PER FT. BACK
TO TANKS
ELEVATION - VENT RISER PIPING
DETAIL
SCALE' 0.0125
6" MIN BED -
CRoss-OVER DETAIL FOR 3" CONTAtNHENT PIPE
NOT TO SCALE
HIN 12'
PLAN - VENT RISER DIAGRAH
CLAM SHELL FTG
8,'
EXTEND NEW CONCRETE HIM
OVER EDGE OF PIPING TRENCH
BOTH SIDES
SMITH FIBERCAST
RED THREAD IIA
PIPING
WALL
PITCH PIPE BACK
TO PIPING SUMP
PRODUCT PIPING
NEW REINFORCED CONCRETE-
EXISTING REINFORCED CONCRETE
-- EXIST REBAR DISPENSER ISLAND MAT
CAULK SEAMS
I WEATHER RESISI'AN'F 5" DIA SINGLE WALLED
CAULKING
FRP STAGE II PIPING
,....
~. -~,...::....,............:.......... ~ ~_..
~ ~//~:-~. ~"~..'-.'-:-%--.' ',,'~'~ :-'~. ".,~/~ / ~
/ ~/%'~".-~:'? ~' ~/~
/== ...... ....-; ..........
6" ~1~ --
) PIPE TRENCH SIDEWALL
BTWN PIPIN6
DETAIL- NEW CONCRETE DOWELED INTO EXISTING HAT
NOT TO SCALE
i
FLEX ENTRY BOOT
OPM PROD, NO, UBS-5.§
IP~ / THREAD X BELL FIBERGLASSj
yj ?E BuMP oF. RRO TNO
HALL BE PITCHED BACK TO
MIN SLOPE 0F I/B' PER FOOT
IR TEST OF THE SECONDARY
'
~SS PiPE SHALL NOT EXTEND J
:ED ~T.~L.~... I
APPROVAL STAHP
[~¢E~.~,~,.~. O.L,~,,~ SUFFOLK COUNTY OEPARTMENT OF HEALTH SERWCES
~~ BUREAU OF ENVIRONMENTAL ENGINEERING
,[ APPROV~ TO CONSTRUCT SCDH~ JOB NO. ~ ~
The~e p~ans ~nd ~peci[ic~tion have be.n r.vi~wed
/ ~5'L~] andfoundtob, incomplianc, w,,hSuffolkOounty
I , ~ , Sanitary Code requirements based upon information
? '= ~ ~ o ~ submitted by ~,ap~licant. This approval to construct
ovomr
ALE~ b,C ND, NYSS80~EDER N. SANTINO, PE APPROVAL DATE REVIEW ENGINEER
Ass't Public HeBIth Engineer
DRAWING TITLE
PIPING LAYOUT
AND
PIPING DETAILS
NOTES:
I, THE PRODUCT PLPING SHAL
THE PIPING SUMP AT l
Z THE AIR TEST BOOT SHe
COMPLETION OF
OR CONTAINMENT PIPE,
B, THE PRIMARY F
INTO, THE PrPJNG SUMP MORE
CHANGED T
DETAIL - 2"-IN-5"
NOT TO SCALE
A, GENERAL
~NSTALLED BY A MANUFACTURER'S GERTIF~ED TANK INSTALLER WHO HAS THB COMPETEN£E~ EQUIPMENT AND EXPERIENDE TO
SUCGESSEULLY COMPLETE A QUALITY INSTALLATION.
B. PROPER INSTALLATION OF EACH TANK IS ESSENTIAL TO ENSURE THE SASFEY OF ALL THE INDIVIDUALS INVOLVED IN THE
TANK INSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT
ENVIRONMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE
TANKS,
B,FIBERGLASS TANKS MUST BE INSTALLED ACCORDING TO THE MANUFACTURER'S LNSTRUCTIONS AND NFPA E0 AND 51
A, ANY VARIANCES TO, OR DEVIATIONS FROM THE PUBLISHES INSTALLATION INSTRUCTIONS MUSS BE APPROVED BY THE TANK
MANUFACTURER IN WRITING PRIOR TO INSTALLATION,
5, THIS TANK INSTALLATION IS GOVERNED BY OTHER GOERS, SPECIFIGALL~ ARTICLE IE OF THE SUFFOLK COUNTY SANITARY
CODE AND ANY STANDARDS AND/OR GUIDELINGS PUSLISBBD PURSUANT TO THIS REGULATION AND NYS DEC PETROLEUM BULK
STORAGE REGULATIONS, SPECIFICALLY 6 NYCRR PART BI/,.
S, WARRANTY ACTIVATION.
I. TO ACTIVATE THE TANK'S 50-YEAR STRUCTURAL WARRANTY FOR UNDERGROUND PETROLEUM STORAGE, THE PUBLISHED
INSTALLATION INSTRUCTIONS MUST BE FOLLOWED,
2, THE INSTALLATION CHECKLIST (CONTAINMENT SOLUTIONS LIST NO. INST 600E) MUST BE PROPERLY COMPLETED, SIGNED BY
THE INSTALLING GONTRACTOR'S REPRESENTATIVE AND THE TANK OWNER'S REPRESENTATIVE,
B. THE INSTALLATION CHECKLIST MUST BE RETAINED BY THE TANK OWNER AND/OR INSTALLING CONTRACTOR TO VALIDATE ANY
FUTURE WARRANTY CLAIM,
C, HANDLING AND PREPARATION
I. THE TANK OWNER iS REPSONSIBLE FOR RIGGING, UNLOADING AND SECURING THE TANK.
B. ALL FIBERGLASS TANKS MUST BE MECHANICALLY UNLOADED, THEY MAY NOT BE SELF-UNLOADED BY THE DELIVERY TRUCK
DRIVER,
5, TEMPORARY STORAGE OF THE TANKS AT THE JOB SITE REQUIRE THAT THE TANKS BE PLACED ON SMOOTH GROUND WITH NO
PROTRUDING ROCKS OR HARD 0SJECTS THAT MAY PUNCTURE OR DAMAGE THE TANK SHELL
A, THE TANKS MUST SE CHOCKED WrTH SANDSAGS,
E, TIE THE TANKS DOWN IN HIGH WIND CONDITIONS TO PREVENT THE TANKS FROM SHFT]NG OR OTHERWISE DAMAGED,
B, WHEN THE TANK MUST BE ROLLED FOR AiR/SOAP TEST, ROLL ONLY ON SHIPPING PADS OR SMOOTH SURFACE AND ENSURE THE
FITTINGS AND COLLARS DO NOT GONE IN CONTACT WITH THE GROUND,
?. IN FREEZING CONDITIONS, PROTECT COLLARS FROM WATER ACCUMULATION FREEZING WATER MAY CAUSE FREEZE DAMAGE
B, USE ONLY LIFTING EQUIPMENT TO MOVE TANKS, LIFT TANK USING ALL LIFT LUGS PROVIDED ON THE TANK NO SHORTCUTS
SHOULD BE TAKEN,
g. O0 NOT USE CHAINS OR CABLES AROUND TANKS AS THIS COULD DAMAGE THE SHELL EXTERIOR,
I, THE USE DP APPROVED BACKFILL MATERIAL IS CRITICAL TO LONG TERM TANK PERFORHANCE, FAILURE TO US~ APPROVED
BACKFILL MAY RESULT IN TANK DAMAGE.
B, REPLACE ALL EXCAVATED NATIVE SOIL WITH APPROVED BACKFILL OF PROPER SIZE AND GRADATION USE B&r, EKF~LL WH[CH
MBBTS ASTM G-BB FOR QUALITY AND SOUNDNESS,
REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE SACKFILL HATERIAL MEETS THIS SPECIFICATION
A, HEEP BACKFILL DRY AND FREE DP ICE IN FREEZING CONDITIONS,
5. USE ONLY PEA GRAVEL OR GRUSHED STONE.
E, PEA GRAVEL MUST GONSlST OF CLEAN, NATURALLY-ROUNDED AGGREGATE WITH A MIX OF PART~CLE SIZES OF NOT LESS THAN
I/8' OR MORB THAN S/b' IN DIAMETER,
7, FOR PEA GRAVEL, NO MORE THAN 5% MAY PASS THE #B SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM OF B5 LBS/FT't
CRUSRED STONE OR CRUSHED GRAVEL MUST SE WASHED WITH ANGULAR PARTICLE SIZE NOT LESS THAN I/B" OR MORE THAN
10. FOR CRUSHED STONE OR CRUSHES GRAVEL~ NO MORE THAN 5% MAY PASS THE #B SIEVE AND DRY GRAVEL DENSITY MUST BE
A MINIMUM DE 95 LSS/FT~,
II DO NOT MIX APPROVED BACKFILL WITH SAND OR NATIVE SOIL OR BACKFILL TANKS WITH SAND OR NATIVE SOIL,
PRE-~NSTALLATION TESTING
IMPORTANTI DO NOT PRESSURIZE TANKS OVER 5 PSIG SINCE TANK DAMAGE OR PHYSICAL IR JURY CAN RESULT
B,A VISUAL AIR/SOAP TEST IS TO BE PERFORMED ON ALL TANKS PRIOR TO INSTALLATION,
5,WARM WEATHER SOAP SOLUTION - E GALONS OF WATER W[TH B OUNCES OF HOUSEHOLD DrSHWASPHNG DETERGEN%
A, FREEZING CONDITIONS SOAP SOLUTION * SUBSTITUTE I GALLON OF AUTOMOTIVE WINDSHIELD WASHER SOLUTION FOR I
GALLON OF WATER.
5, COVER ENTIRE TANK OUTER SURFACE WITH SOAP SOLLUTIUN (EXCEPT DOUBLE WALLED TANKS WITH LIQLJJD FILLED ANNULAR
'-SPACE), COVER FIEND rA~E~H~ I V INSPECT FOR I SAKS AS INDICATED BY THE FORMATION OF
BUBBLES,
§, SOAP TEST SHALL BE WITNESSES BY A REPRESENTATIVE OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
F. SIZE OF TANK EXCAVATION
TANKS THAT HAVE ARE A' TO 10" IN DIAMBTER REQUIRE THAT A MINIMUM OF IS" OR PREFERRABLE DA" SPACING BE
MAINTAINED BETWEEN ADJAGENT TANKS AND BETWEEN THE SIDE WALLS AND END WALLS OF THE EXCAVATION.
[FS' DIA TANKS ARE TO BE ANCHORED, A MINIMUM CLEARANCE OF BA" BETWEEN TANKS IS REQUIRED, IN THE CASE OF I0'
TANKS, A MINIMUM OF 5' MAY BE NECESSARY TO ACCOMODATE THE WIDER REINFORCED DEADMEN ANCHORS
B,UNDERWRITERS LABORATORY (Ut) SPECIFIES THAT THE DEPTH OF COVER OVER A FISBRGLASS TANK DANNOT EXDEED 7 FT,
/+, EXGAVWTIGN MUST SE DEBP ENOUGH TO ALLOW THE TANKS TO SE BEDDED WITH A MINIMUM OF 12' OF PEA GRAVEL DR
CRUSHED STONE AND,A MINIMUM DOVER OF DA' OR IR' OF BACKFILL PLUS B' OF REINFORCED CONCRETE
B.' CONCRETE TANK MAT MUST EXTEND A NINIMUM OF lb' SEYOND THE TANK PERIMETER IN ALL DIRECTIONS.
G, FILTER FABRIC
FILTER FABRIC ALLOWS THE PASSAGE DP WATER BUT HELPS PREVENT THE MIGRATION OF GRAVEL SACKFh L INTO NATIVE
SOILS AND HELPS MAINTAIN THE INTEGRITY AND STABILITY OF BACKFILL MATERIALS.
2. FILTER FABRIC IS REQUIRED I'N AREAS SUBJECT TO TIDAL CONDITIONS, AREAS SUBJECTED TO FREQUENTLY CHANGING
GROUND WATER LEVELS, TANK INSTALLATION IN UNSTABLE SOILS SUCH AS MUCK OR BOG AND IN WATER CONDTIONS WITH
SILTY SOIL.
B,THE TANK EXCAVATION SHALL SE LINED WITH FILTER FABRIC ON THE SIDES AND BOTTOM
R,FILTER FABRIC PANELS WILL OVERLAP ADJOINING PANELS A MINIMUM OF 12"
FOR TANKS INSTALLED AFTER 1986
THE TANK MUST BEAR A PERMANENT STENCIL, LABEL OR PLATE CONTAINING THE FOLLOWING INFORMATION
MANUFACTURER'S STATEMENT THAT, "THIS TANK CONFORMS WITH 6 NYCRR PART BIt "
2, THE STANDARO OF DESIGN By WHICH THE TANK WAS MANUPACTURED,
THE PETROLEUM PRODUCTS AND PERCENTAGES OF VOLUHE OF PETROLEUH ADDITIVES WHICH MAY BE STORED PERMANENTLY AND
COMPATIBLY WITHIN THE TANK OR REFERENCE TO A LIST AYA~LABLE FROM THE HANUEACTURER WHICH INDENTiFIES PRODUCTS
COMPATIBLE WITH ALL TANK MATERIALS,
&. THE YEAR IN WHICH THE TANK WAS MANUFACTURED,
5, A UNIQUE iDENTIFICATION NUMBER.
THE DIMENSIONS, DESIGN AND WORKING CAPACITY AND MODEL NUMBER OF THE TANK.
7. THE NAME OF THE TANK MANUFAGTURER OR FABRICATOR.
A SECOND LABEL WH CH SHOWS AL[~ THE INFORMATION REQUIRED ABOVE AND WHICH ALSO SHOWS TEE DATE OF INSTALLATION MUST
BE CONSPICUOUSLY DISPLAYED AND PERMANENTLY AFFIXED AT THE FiLL PORT, IT MUST BE READILY VISIBLE TO THE CARRIER AND
MAY BE IMBEDDED IN CONCRETE~ WELDED TO THE FILL PORT OR OTHERWISE PERHANENTLY AFFrXEO,
PIPING AND DISPENSER SUHP NOTES
GENERAL.
I. THE T
DOUBL
Z THE T
LONG-
JRBINE ENCLOSURE (PIPING SUMP) PROVIDES A HOUSING FOR A SUBMERSIBLE PUMP, TERMINATION POINT FOR
i WALLED PIPING AND AN ACCESS TO FITTINGS OR ACCESSORIES ON THE TANK TOP,
JRBINE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FRP), A PROVEN MATERIAL FOR
FERN PERFORMANCE, THE RIGID FRP CONSTRUCTION DOES NOT DEFORM DURING OR AFTER INSTALLATION
THE JRSlNE ENCLOSURE IS SUPPLIED WITH NON-SEALED, WATERTIGHT OR SEALED FRP TOPS
A THE ~ATERIGHT TURBINE ENCLOSURE INCLUDES A PUSH-ON LID WITH O RING SEAL AND PROVIDES A WATERTIGHT
SEAL WITH THE WATER LEVEL A MAXIMUM OF iD" ABOVE THE TOP OF THE LID.
5 THF~ S,EALED TURBINE ENCLOSURE INCLUDES IA NUTS AND BOLTS WITH A FLAT GASKET AND IS WATERTIGHT WITH
THE WATER LEVEL TO A MAXIMUM OF 7' ABOVE THE TOP OF THE LID,
B, THE FURBINE ENCLOSURE MUST BE HOUNTED TO A SECONDARY CONTAINMENT COLLAR ON THE TANK TOP
7. IN THE EVENT OF AN ACCIDENTAL SPILL OR LEAK FROM THE PRIMARY PIPING, THE SPILLED PRODUCT WILL BRAIN
THROOGH THE SECONDARY OR CONTAINMENT PIPE TO THE TURBINE ENCLOSURE AND ACCUMULATE IN THE
SECONDARY CONTAINMENT COLLAR AND TURBINE ENCLOSURE, THE LEAK DETECTION PROBE INSTALLED IN THE
TURBINE ENCLOSURE WILL DETECT THE SPILLED PRODUCT AND TRANSMIT AN ELECTRICAL SIGNAL BACK TO THE
ALARM CON'rROL PANEL THAT SOUNDS AN AUDIBLE AND VISUAL WARNING SIGNAL,
8. WHIL~ THE TURBINE ENCLOSURE MAY BE MOUNTED TO THE SECONDARY CONTAINMENT COLLAR WITHOUT ADHESIVE,
AN ADHESIVE KIT IS SUPPLIED WITH EACH TURBINE ENCLOSURE TO ATTACH IT TO THE SECONDAARY CONTAINMENT
COLLAR AT THE JOBSITE SEALING THE COLLAR/TURBINE ENCLOSURE SEAM PREVENTS THE iNGRESS OR EGRESS OF
WATER OR FUEL FROM THE TURBINE OR PIPING SUMP ENCLOSURE,
D, THE TURBINE ENCLOSURE/PIPING SUMP SHALL BE SEALED TO THE CONTAINMENT COLLAR BY MEANS OF AN ADHESIVE
KIT SUPPLIED BY THE TANK MANUFACTURER,
B, FPP WATERTIGHT TURBINE (PIPING SUMP1 ENCLOSURE - MODEL WTEZ~E
U THE WATERTIGHT TURBINE ENCLOSURE INCLUDES AN FRP ENCLOSURE BODY WITH AN ADNSIVE CHANNEL AT THE TOP
FOR A FIELD JOINT, AN FPP RBQUCBR WITH O-RING GROOVE AND O-RING GASKET AND A PUSH-ON FRF LID WITH TWO
HANDLES,
THE TURBINE ENCLOSURE BODY iS A~" IN DIAMETER AND A MINIMUM OF TWO FEET IN LENGTH, THE TOP OF THE
ENCLOSURE BODY HAS AN AURSIVE CHANNEL TO ALLOW FOR A FIELD SEALED WATERTIGHT JOINT TO THE REDUCER,
TO AOCONODATE DEEPER BURIAL DEPTHS, LONGER ENCLOSURE BODIES ARE AEAILAELE IN ONE FOOT INCREMENTS,
5, AFTER SEALING THE ENCLOSURE BOOY TO THE COLLAR AND COMPLETING ALL PIPING AND ELECTRICAL
CONNECTIONS, THE REDUCER AND tI0 ARE PLACED OVER THE ENCLOSURE BODY, THE AR" X 50" ID OR AB" X 30" ID
REDUCER FITS ONTO ~HE MATCHING AB" [DIAMETER ENCLOSURE BODY, THE BOTTOM OF THE REDUCER FITS INTO
THE ENCLOSURE BODY ADHESIVE CHANNEL ENO, THE REDUCER IS THEN FIELD SEALED TO THE ENCLOSURE BOGY
USING TRE SUPPLIED ADHESIVE KIT, THE REDUCER/ENCLOSURE BODY JOINT IS ON THE EXTERIOR OF THE
ENCLSOURE BODY ALLOWING EASY FIELD INSTALLATION OF THE ADHESIVE WITHOUT ENTERING THE ENCLOSURE,
THE ~OP OF THE REDUCER (30" ID) INCLUDES A GROOVE WITH A LUBRICATED SPECIALLY FORMULATED BONA N
O-RING WHEN THE LIE) IS PUSHED OVER THE O-RING, THE LID FLANGE COMPRESSES THE GASKET PROVIDING A
WATERTIGHT SEAL WITH WATER LEVEL IR" ABOVE THE TOP OF THE LID.
5, THE O-RING LUBRICANT WILL REQUIRE PERIODIC REPLACEMENT AS IT WILL DEGRADE OVER TINE ANY LUERICANT
THAT ?ILL NOT DISSOLVE iN GASOLINE OR WATER NOR ATTACK BUNA N RUBBER IS ACCEPTABLE,
B THE WATERTIGHT TURBINE ENCLOSURE (PIPING SUMP) MUST SE VENTED AT ALL TIMES WHILE TRIO IS USUALLY
ACCOMPLISHED BY MEANS OF THE SECONDARY PIPE IN A DOUBLE WALLED PIPING INSTALLATION, IT IS THEREFORE
IMPERATIVE THAT tHE TEST BOOT ON THE DOUBLE WALLED PIPING BE PULLED BACK AWAY FROM THE SECONDARY
PIPE IF THE BOO]' S LEFT N PLACE AFTER TESTING THE SECONDARY PIPING SYSTEM, THE WATERTIGHT TURBINE
ENCLOSURE (PIPING SUMP) WILL BE UNVENTED IF NO LID iS USED AS IN THE CASE OF THE TURBINE ENCLOSURE
WITH THE FILL PIPE/5 GALLON SPILL BUCKET COMBINATION, THEN THIS SUMP CAN BE CONSIDERED VENTED. OTHER
PIPING SUMPS MAY NO7 BE ADEQUAT'~'~Y VENTED IF THE LID IS IN PLACE AND THE TEST BOOT IS NOT PULLED BACK
C FRP NON-SEALED TURBINE ENCLOSURE - MODELS NTEAE THE NON-SEALED FPP TURBINE ENCLOSURE INCLUDES AN FRP ENCLOSURE BODY, AN FRP REDUCER AND A LOOSE FIT
FRP LID WiTH HANDLE,
2 THE TRUBINE ENCLOSURE B00Y IS AB" IN DIAMETER AND A MINIMUM OF B' IN HEIGHT TO ACCOMODATE DEEPER
BURIAL DEPTHS, LONGER ENCLOSURB EODIESARE AVA[tAStE IN ONE FOOT INCREMENTS THE ENCLOSURE BODY IS
FIELD SEALED OT TNE TANK COLLAR USING THE SUPPLIED ADHESIVE KIT
~, AFTE~ SEALING ] EH ENCLOSURE BODY TO THE COLLAR AND COMPLETING ALL PIPING AND ELECTRICAL
IONS, THE REI~UCER AND LID ARE PLACED OVER THE ENCLOSURE BODY, THE AR" X BO" ID REDUCER FITS
ONTO THE MATCHING 42"" DIAMETER ENCLOSURE BODY THE REDUCER BOTTOM FITS L 0OSELY OVER THE ENCLOSURE
BODY
B, THE ENCLOSURE ~IplS 5B 5" DUTSIDE DIAMETER AND FiTS LOOSELY OVBR THE TOP OF TNE REDUCER THE 30" POP
OPENING ALLOWS FOR THE REMOVAL OF A DB" MANWAY LID (DB" OD) THROUGH THE OEENING, BOTH THE 22"
MANWAY LtD AND THE TURBINE ENCLOSURE TOP CAN BE REMOVED THROUGH A 56" MANHOLE AND COVER
THE REDUCER AND TOP ARE DES{ENiD TO PREVENT WATCH RUNOFF FROM ENTERING THE FURBINE ENCLOSURE
HOWEVER, IF GROUNDWATER RISES TO THE TOP OF THE ENCLOSURE BODY, WATER WILL INFILIF~ALE iRE I URBJNE
ENCLOSURE,
D, SAFETY
A TURBINE ENCLOSURE (PIPING SUMP) CAN BE CONSIDERED A CONFINED SPACE, ESPECIALLY AFTER THE TURBINE
ENCLOSURE HAS BEEN PLACED IN PETROLBUM pRODUCT SERVICE NEVER ENTER A TURBINE ENCLOSURE WITHOUT
PROPER TRAINING AND O,S,H A APPROVED EQUIPMENT
E. TH~ USE OF MANWAYS,IS NOT INTENDED TO ENCOURAGE TANK BNTRY, WHICH CAN POSE A SAFE fY HAZARD FOR
UNQUALIFIED MECHANICS ONCE PRODUCT HAS BEEN PLACED IN THE TANK,
E. TESTING.
I TEST ,ALL TURBINE ENCLOSURES (PIPING SUMPS) HYDROSTATICALLY WITH THE WATER LEVEL ABOVE THAT OF THE
HIGHT:EST PIPE OR GOND, UI,T ~E~.ET~ATION FOR A PERIOD OF BA HOURS AFTER ALL WORK IS COMPLETE.
B. 'rESTING J=[BERGLASS TURBINE ENCLOSURES (PIPING SUMPS) WITH AIR IS PROHIBITED
PiPiNG NOTES
I. THE INSTALLATION AND PLACEMENT OF PIPING GltALL LQNFORM WITH NFPA ~/50, SeA, NYS DEC Ri-GULAIIDNS, SCDBS
INSTALLAIION GUIDELINES AND GOOD INDUSTRY PRACTICE~
B, FIBERGLASS PIPING AND FrTTINES SHALL SE LISTED WITH UNDERWRITERS LABORATORY AND SHALL BE COMPATIBLE WITR ~ HE
PRODUCTS TO BE STORED IN THE TANKS.
5, ALL PRODUCT PIPING SHALL BE 2" DIAMETER FIBERGLASS RE~NFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN
ENGINEER
/+, ALL CONTAINMENT OR SECONDARY PIPING SHALL BE 5" FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE
DESIGN ENGINEER
5, VENT AND VAPOR RECOVERY PIPING SHALL BE 2" [DIAMETER FIBERGLASS REINFORCED ?IPE UNLESS OTHERWISE SPECIFIED BY
THE DESIGN ENGINEER, i~A
FIBERGLASS PIPE SHALL BE REDTBREAD~AAS MANUFACTURED BY SMITH FJBERCAST
ALL PiPE SHALL BE ASSEMBLED USING THE MANUFACTURER'S SPECIFIED FITTINGS AND GLUED TOGETHER WITH ALCOHOL
COMPATIBLE ADHESIVE SYSTEMS
SPECIAL INSTALLATION PROCEDURES MAY BE REQUIRED WHEN INSTALLING FITTINGS AND COUPLINGS IN COLD WEATHER.
MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED WITH COLD WEATHER INSTALLATIONS.
B+ PRODUCT SUBSTITUTIONS CAN ONLY BE MADE BETWEEN APPROVED PIPING SYSTEMS AND ONLY WITH TH~ APPROVAL OF THE
AGENCY HAVING JURISDICTION AND THE STORAGE FACILITY OWNER
10, RESERVED
B INS] ALLATION
ALL FIBERGLASS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
MIXING AND MATCHING DIFFERENT SYSTEM COMPONENTS FROM DIFFERENT MANUFACTURERS IS STRICTLY PROHIBITED
B, FIBERGLASS PIPING THAT IS INSTALLED BELOW GROUND SHALL BE SITUATED WITHIN A TRENCH THAT WiLL PROVIDE SOUND
SUPPORT AND PROTECT THE PIPING FROM VEHICULAR DAMAGE, EROSION OF BEDDING AND SACKFrLL MATERIAL, FLOATATION IN
HIGH GROUNDWATER CONDITIONS AND MISALIGNMENT OF SYSTEM COMPONENTS OVER TIME THE MINIMUM BURIAL DEPTH SHALL
5, ALL FIBERGLASS PIPING SHALL BE BEDDED WITH NO LESS THAN b" OF PEA GRAVEL, BACKFILLING SHALL ALSO BE PEA GRAVEL
TO THE TOP OF THE TRENCH
PRODUCT PIPING SHALL BE INSTALLED SO THAT IT DRAINS BACK TO THE TANK PIPING SHALL BE INSTALLED AT A MINIMUM
PITCH OF I/B" PER FOOT OF PIPE RUN CONTAINMENT PIPING SHALL BE INSTALLED SO THAT ANY LEAKAGE DEVELOPING IN THE
PRIMARY PIPE SYSTEM WILL BE CAPTURED BY THE CONTAINMENT PIPE AND DRAIN BACK TO THE PIPING SUMP OR IN-LINE
TRANSITION BUMP OR OTHER LOW POINT WHERE IT WILL BE DETECTED BY AN ELECTRONIC LEAK DETECTION SYSTEM OR BE
OBVIOUSLY V~SIBLE TO THE OPERATOR
ALL SECONDARY OR CONTAINMENT PIPING TEST BOOTS SHALL BE PULLED BACK FROM THE PRIMARY PIPE SO THAT A CLEAR
OPENING iS PROVIDED THROUGH WHICH ANY LEAKED PRODUCT CAN DRA~N TO THE PIPING SUMP, IN-LINE TRANSITION OUHP OR
OTHER LOW POINT TO BE MONITORED.
§. UNDERGROUND FIBERGLASS PIPING MUST BE PROVIDED WITH A WARNING TAPE BURIED NO MORE THAN SIX INCHES ABOVE THE
PIPLNG I HE TAPE SHALL BE POSITIONED OVER THE FIBERGLASS PIPING WHICH SHALL WARN THAT FIBERGLASS HOTOR FUEL
PIPING iS BELOW
7, RESERVED
C TESTING
I ALL FIBERGLASS PIPING SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING THE SUFFOLK COUNTY DEPARTMENT OF HEALTH
SERVICES (SCDHS) REQUIRE THAT A REPRESENTATIVE FROM THE SCDHO WITNESS THE TEST AND IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO SCHEDULE SUCH TESTS WITH THE SCDHS.
B, PRIHARY PIPING SHALL SE PRESSURIZED TO 50 POLO. ]HIS PRESSURE SHALL BE HELD ON THE SYSTEM FOR A PERIOD OF SIXTY
(bO) MINUTES OR AS REQUIRED BY TEE SCDHS,
PIPING SYSTEH FOR A PERIOD OF SIXTY (BO) MINUTES OR AS REQUIRED BY THE SCDHS,
DURING THE PRESSURE TESTING OF THE PIPING, ALL FITTINGS SHALL SE SOAP TESTED
FLEXIBLE PRODUCT PIPING SHALL SE TESTED TO HANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE SCDHS,
VAPOR RECOVER`'/ PIPING MUST PASS ALL BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY AND BLOCAKGE
RATES.
CONCRETE NOTES - GENERAL
All I'I/NIR[ II ~UltlX, III IAIIS A~I) CBN',HltUVIIUN HI IllUHI;',~IiAII UlINIol{~t~Nllll Ilil I'l~ll~l~l(1N,~(1F llll: AMIRICAN
LUIILNI_II INt, fl lUlL tALl), NLW YUI¢I UIAIL (N (',j UUILIJIN( tOUt NLtlUIllLMLNIb I UR IILINJ UIICLU CONCllLI[: CUNUIllUCIION
ANU LUC^L UUILUING CODED A~ APPLIUA[JLE,
ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH, CHAMFER ALL EXPOSED EDGES OF CONCRETE I" UNLESS
OTHERWISE NOTED
CONCRETE SLABS ON GRADE TO BE A MINIMUM OF 8" THICK AND REINFORCED WITH #A STEEL REBAR SPACED IR" ON CENTER AT
THE TOP AND BOTTOM OF THE SLAB AND IN BOTH DIRECTIONS,
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH DE S500 PSI AT ES DAYS,
5 REINFORCING STEEL SHALL BE A GOOD QUALITY GRADE A0 AS PER THE LATEST EDJTION OF ASTM ASIE,
SUB BASE MATERIAL FOR THE CONCRETE SLABS IS TO BE LEVEL AND COMPACTED, MECHANICAL COMPACTION WITH VIBRATING
PAN COMPACTORS MAY BE REQUIRED,
7 TANK SLAB TO SLOPE A MINIMUM OF I/8" PER FOOT AWAY FROM GRADE ACCESS MANWAYS,
APPROVAL STAHP
LID, NO, NYS 58025
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
APPROVALTOCONSTRUCTSCDHSJOBNO. ~ M 0 9
These plans and specification have been reviewed
and found to be in corrphance with Suffolk County
SandaPy Code requirements based upon information
submitted by thNcp~c~nlEB~lis approval to construct
Expiration Date ~
APPROVAL DATE REVIEW ENGINEER
Chds Weag
ss t Public Health Engieae~
-177
DRAWING TITLE DWG.
INSTALLATION NOTES
N-1
42" CONTAINMENT COLLAR
SHELL CODES' 2-ESD07SD, 1-ESD09SD, ]-OEDOSNE
SV/ RTS (WT32) 42-3 " I
-3'-3 1/2%
I
I
5 6 7 8 __9 10 1__112
1/4" 6'-10 1/2" ¢-6" T-3 1/6" 8'-7 ~/2" -3'-,3 7/~[
~5,_2 ]/8,, _
OPTIONAL 12"x 12"x 12' DF. ADMAN OPTIONAL 12"x 12"x 16' DEADMA~
OPTIONAL 12"x 12"x 16' DF-ADMAN
NOTES:
[] HOLD DOWN STRAP CLIP
b '4 HOLD DOWN STRAP LOCATION
~ l~PE "13" LIFT LUG - SD
II l~PE "13" LIFT LUG - HD
DWT-6 DWB-2 (8')-8M/'7M. ~4/25/06
MCINDO0 ASSOCIATES '~ "*
R,MOCN
7,796/6953
SOLUTIONS 7650/9450 11841 .DWG
SHELL CODES' 2-ESD0928
42" CONTAINMENT COLLAR
, /-(2 TYP)
22' FL,OD. MANWAS~~ 22" FLGD. MANWA~ ~
w/4-4 NPT FTC 8"R w/4-4" NPT FTG 8"R
' PTE42"x 3' 12 SIDED WATER ~ ,
~ ~ ~TIGHT TURBINE ENCLOSURE ~
-D d~ (2 I~P.) -g-- ~
u i/B" u
7/8' 9'-7 1/2% .9' 7 1/2"
OPTIONAL 12"x 12"x 16' DEADMAN OPTIONAL 12'~F2~ DEAD~AN OPT[ORAE-'12'X~"x 16' DEADMAN
NOTES'
[]
DWT-6 TYPE II ($')-15000 °*~/8/o5
K A.SOEDER
~ 14,545
NTAINMENT ~VEiGHT: D.y/~B D~ NU,MB~:
SOLUTIONS 7500/9350 6748 0W6
o ~ Z
I
Z
0
4" ANNULAR
SPACE FTG.
LU
WP >
-3'-3 7/8%
°ATE
~/8/o5
K A.SOEDER
6748 0W6I i
Z
Z<
APPROVAL STAMP
~$~ ~.~,~R o~ u~N~ AUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
~"-~/~ ~ BUREAU OF ENVIRONMENTAL ENGINEERING
~Le~ APPROVAL TO CONSTRUCT SCDHS JOB NO. tt M 0 9 - i ? ?
These plans and sDar;ific,:,Uon have been reviewed
Sanital¥ Code requirements based upon informalion
' S,~ 25 ~.~ expires on U ~ 9 2010 .'~
ExpiraUan Date ~ ,
NOV 0 9 2OO~
ALEX ' DER i~ SANTINO, P.E. APPROVAL OATE REVIEW ENGINEER
, Chds Won~
A
D~AWI~G TITLE DWG. NO.
CONTAINMENT SOLUTIONS MFC
DC/ FRP TANK DETAILS
Product Code: # 8015S033 I Actlve Date' 10/14/05
HOLD DOWN STRAP CLIP
Order # Oty:
HOLD DOWN STRAP LOCATION
~PE "13" LIFT LUG - SD City. State'
TYPE "13" LIFT LUG - HD Delivery Date: Rep: