HomeMy WebLinkAbout1000-45.-6-5 Memorandum to file:
DATE: January 29, 1993
SUBJECT: R & R Auto, Route 25 Greenport
SCTM# 1000-1:.@0.6 -51-"
On January 29, 1993, Mr. Reich of R & R Auto visited with.
me at the Town Hall to discuss his. attorneys letter to the
Planning Board concerning a request for a waiver of site plan
approval to re-open his gas. station in Greenport.
Mr. Victor Lessard, Principal Building Inspector,
mentioned to me that Mr'. Reich had the necessary permits from
the County to install the tanks and pumps.
Mr. Lessard also indicated that Mr. Reich had stated that
the use (gas station) had not been out of operation for more
than two years, thus the use was permitted.
Mr. .Reich told me that the .tanks were removed in January of
1991.
Robert Kan
assner
Site Peviewer
cc: Victor Lessard, Principal Building Inspector
.Scfe3G'i c.E
ONGIONI & BORRELLI
ATTORNEYS AT LAW
218 FRONT STREET
P.O. BOX 562
GREENPORT, NEW YORK 11944 -
MARIE ONGIONI TEL. (516)477-2048
CARMELA L. BORRELLI FAX (516)47%8919
January 28, 1993
Building Department
Town of Southold
Main Road
Southold, NY 11971
Re: Premises: Route 25 Greenport
Gas Plus Services, Inc.
R & R Auto Inc
Dear Sir/Madam:
On behalf of my clients as given above, I hereby request a
waiver of site plan review for the above premises . I understand
that an in depth review and inspection of the site has been
rendered by your department and my clients have submitted both the
old site plan and the new plans filed with the Department of Health
for approval of installation of new gasoline tanks .
Thank you for your assistance and cooperation and I await the
planning department ' s decision.
Very truly yours,
ONGIONI & BORRELLI
By:
Carmela L. Borrelli
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PLA NIPf�U.
FORM NO. 4 or
TOWN OF SOUTHOLD .. ,' .� � ,�f;,?
BUILDING DEPARTMENT
TOWN CLERIC'S OFFICE
SOUTHOLD, N. Y. E '
17'
CERTIFICATE OF OCCUPANCYL�:'
No. ....Z..L7.5ca..,..:... Date .........................i10V..eXt1b. r..A....... 19.6.3...
THIS CERTIFIES that the building located at ,15::1�2d. .11....Rd....... ...... Street
MapNo. ......*.*............ Block No. **........... Lot No. **. ........... ....................................................................
conforms substantially to the Application for. Building Permit heretofore .filed in this office dated
t .r..Ch, 7 j9.C2 pursuant to which Building Permit N Z �.65..
................................. g o. ................
dated .......................M� :Oh...................., 19...62., 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 ........
PUBLIC GARAGE, — BUSINESS BUILDING
................................................................................................................
The certificate is issued to ...��,QV.�� 3�. � .. 4... Ci3,Ultz�...Owner.s .
.................................................
(owner, lessee or tenant)
of the aforesaid building.
. .................................................................................
Building Inspector.
r
FORM NO.6
TOWN OF SOUTHOLD
Building Department
Town Hall
Southold, N.Y. 11971
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Instructions .
A. This application must be filled in typewriter OR ink, and submitted in duplicate to the Building Inspec-
tor with the following;for new buildings or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual
natural or topographic features.
2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa-
tions, a certificate of Code compliance from the Architect or Engineer responsible for the building.
5. Submit Planning Board approval.of completed site plan requirements where applicable.
B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings .and "pre-existing"
land uses:
1. Accurate survey of peoperty.showing all .property lines, streets, buildings and unusual"natural or
topographic features.
2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings.
3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa-
tion required to.prepare a certificate.
C. Fees:
1. Certificate of occupancy $5.00 "�
2. Certificate of occupancy on pre-existing-dwellilig or land use $5.00
3. Copy of certificate of occupancy $1.00/ — —
Date . . . . . . 1. . . .-7 . . . . . . . .
New Building . . . . . . . . . . . . . Old or Pre-existing Building . . . l/. . . . . . . Vacant Land . . . . . . . . . . . . .
Location of Property . . . . . . . . . . jVI r1-1!v . . . . . . . . . . . . .
House No. Street i IK�amlet
Owner or Owners of Property . . . . . . . . L^ .S, . . . . . . . . , , . . .
County Tax Map No. 1000 Section . . . . . . . . . . . . . . . Block . . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . .
Subdivision . . .r(. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .Filed Map No. . . . . . . . . . .Lot No. . . . . . . . . . . . . .
Permit No. 1 4.1f . Date of Permit . . . .Applicant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Health Dept. Approval . . . . . . . . . . . . . . . . . . . . . . . .Labor Dept. Approval . . . . . . . . . . . . . . . . . . . . . ...
Underwriters Approval . . . . . . . . . . . . . . . . . . . . . .Planning Board Approval . . . . . . . . . . . . . . . . . . . . . .
Request for Temporary Certificate . . . . . . . . . . . . . . . . . . . . .Final Certificate . . . . . . . . . . . . ... . . . . . . . . .
Fee Submitted $ . . . . . . .l...... . . . . . . . . . . . . . . . . .
Construction on above described building and permit meets all applicable codes and regulations.
/ �ICctit'r �Cj� Urv�y Go,P� cjr Etc/3�-/�% �r�1�Icn
V/ Applicant . . . . . . . . .
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FORM NO. 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, N. Y.
Examined ... 19 Application No. ( 6.6. .- ...........
Approved ......................................... 19...`!....Permit No. , .1.f�.�. -?..........
Disapproveda/c .......... ... .......................... ......................... ......................
.... ..........
(Building Insp tor)
APPLICATION FOR BUILDING PERMIT
Date ..........................14a rC.h...... 19..62.........
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building
Inspector.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application.
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
permit shall be kept on the premises available for inspection throughout the progress of the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of-Occupancy
shall have been granted by the Building Inspector.
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 and regulations.
i
Xhar.le.s.....Bumble.......................... ..............................
(Signature of applicant, or name, if a corporation)
i
i
I
j
(Address of applicant)
I
I
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
.......................................
Contractor
........
1 Name of owner'of premises .....G.Jo.ranne.l j...&••S',F—bh.ultZ•
If applicant is a corporate, signature of duly authorized officer.
d
: .................................................................................................
(Name and title of corporate officer)
1. Location of land on which proposed work will be done. Map No: ...X=............................... Lot No: ..........
Street and Number ..S/S....Main.-Road.,........Groe port:...........................................................................
Municipality
2. State existing use and occupancy of premises and i ntended use and occupancy of proposed construction:
a. Existing use and occupancy .........v.aC•ant••1.and.....................................................................:..................
b. Intended use and occupancy .......public...g-arage.............................................
.............................................
`
'
'
(to be paid on filing this application)
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use ......bU sine.as.......
PLOT DIAGRAM
Locate clearly and distinctly all bui'Idings, whethe r existing or proposed, and indicate all set-back dimensions from
property lines. Give street and block numbers or description according to deed, and show street names and indicate'
whether interior or corner lot.
See attached 'plans
STATE OF NEW YORK, '
S.S.
COUNTY OF — ��.��� oIl�--> '
----------- . --.------.beng duly sworn, deposes and says that heis the applicant
(Name of individual signing application) `
:L-,,'e named. e He is �� --------C.Ontractor—'�--------'----------'--------------''
, (Contractor, agent, corporate officer, etc.) '
o-. soi6 owner or owners, and is duly authorized to perform or have performed the said work and to make and file
this application; that all statements contained in this application are true to the best of his knowledge and belief;
CIM04 that the work will be performed in the manner -$,et--Jorth in the application filed therewith.
S\,orn to before me this
-'— --k County
' � � �
------ — «
--..'—��.'�_.-----. .......................................................
��tary Pub|ic, (Signature of applicant)
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SURVEY FOR
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TOWN OF SOUTHOLD
{, SUFFOLK COUNTY , N.Y.
LONG ISLAND RAIL r-zO4 C 045 _ os .. 05
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;c9r� JUKE 10, 1988
JULY 20, 1988
CERTIFIED T0:
S. LIC. N0. 496I ti
COMMONWEALTH LAND TITLE INSURANCE
S _._� r COMPANY
J SEP Hl A: STOCKEN
MAIN ROA. ..,..
�VIJ FHOLD, N.Y. 1197I LEASE
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1 . INSTALL(2) NEW 8,000 GALLON UNDERGROUND, DOUBLE WALLED FIBERGLASS NO. REVISIONS SIONS APPD
TANKS FOR THE STORAGE OF GASOLINE. Sao
TAX MAP" i NO SECT, 045 BLOCK 06 LOT 05
D
2. INSTALL NEW PIPING AND ASSOCIATE EQUIPMENT FOR NEW TANKS.
OVA
3. INSTALL(1) NEW SO' LONG DISPENSER ISLAND WITH (2) DUAL HOSE, DUAL NSIALLATION 05 (2) 8,000 GAL. DM U/G 1:0
;GASOLIN;ItTAN`1<8, ISLAND, AND DISPENSE
PRODUCT DISPENSERS.
4. INSTALL FIXED FIRE SUPPRESSION SYSTEM IN DISPENSER AREA.
GAS PLUS SEPVICE, INC.
HAZAP ATERIALS MANAGE "T SWTI(;A
IMAINROAD
mo
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GREPENPORt, NY 11944
A.PMMALTOC*X!S,TfiUCTSCt)HSJO13tiO,
SCDH S 10#,, 10-0057
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ThW plans wo specifications have bmn reviewea
*N*i- d fppnd to 13p In compliance with Suffolk County of N 'LAII�!,.tNVTA&MEN'TAL ENGINEERING, P.C.
11
�:hnjtgry opop requirements based upon Informt100 40 TXN1CKtR OCXr-,R AVENUE
3130HEMIAt NEW YORK 11716
pubmFtt@d §y the applicant. This approval to coil
516-567-8301
PAM
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Expirativ :,J FRANCIOTVI
DRAWING No. REV.
WIM A.CLUME
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OCT
CHKO W.'LAHTI 2 6 1992 S SI - 9 2
NEF 0 1
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TAX MAP'' DIST� 10100 SECT. 045 BLOCK 06 LOT 05
FO ;� :; - ��• :.Cf'' , Q�td.cr ` _ �, I) I e�• .• �f"1"``I�V
TITLE:
II 1 - 0 9, o �— 'INSTALLATION OF (2) 8,000 GAL. D/W U/G FRP
I l �'Ai �UGK�E GASOLINE TANKS, ISLAND, AND DISPENSERS,
SUFFOLK COUNTY I3£PART� FNT OF HEALT44 SERWHar- !.. : .
HAZARDOUS MATERIALS M&MC4MENT SECS*N
SITE: �`i � GAS PLUS SERVICE, INC.
° APPFtt1V�4t �r q 2 -J MAIN ROAD
7 : F
aid o°a ;•� Il. � • GREENPORT NY 11944
U 00 (�.�f-� 31� The G p1ift iwvaY• °G+ tMVfj mlf reviewed � 'r�.i '
G- + ZI o ' d w ° ' B�'o ;°;ydC11><ttd< Q "� Sly€#ol'�t O4UtZty SCDHS ID# 10-0057
S
1 I� O e V J ee e
Sant �y. Coo de re s e n# i s upon.. tnforrr�at �n p� MF LAHTI &VIkONMLNTAL ENGINEERING, P.C.-
N I I I I — submitted by-:'t�?e appfiCanL. phis- approval tof,:con ' .�� �s A !- 360-9 kMCKERDOCKER AVENUE
Stit#CtXpff'e tNt ,?�` " BOTIEMIA,.NEW YORK 11716
� I r ,_.,, I �/ jl I �Q I .. .. I " ^'T�'� '�it�►li# i * �' >« 516-567-8301
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' STOGKORAFTING FORM NO.101.94
GENERAL NOTES NEW UNDERGROUND TANK NOTES
;., PIPING NOTE. MATERIAL SPECIFICATIONS
1. ALL WORK TO BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, 1 . EXCAVATE FOR NEW TANKS.EXCAVATION WALLS ARE TO BE SLOPED TO PROVIDE 1 . INSTALL NEW TWO INCH DIAMETER"ENVIROFLEX"PIPING WITHIN THREE INCH 1. TAN -TANKS TO BE(2)8,000 GALLON DOUBLE WALLED,'UNDERGROUND
STATE:,COUNTY,AND LOCAL CODES. SAFE WORKING ENVIRONMENT.IF REQUIRED USE SHORING AND BRACING TO DIAMETER"ENVIROFLEX",SECONDARY CONTAINMENT PIPE FROM TWO INCH FIBERGLASS REINFORCED PLASTIC TANKS AS MANUFACTURED BYXERXES CORP.
MAINTAIN STABLE EXCAVATION. REMOVE ALL SHARP OR HARD OBJECTS WITHIN DIAMETER GALVANIZED STEEL DISCHARGE PIPE ON SUBMERSIBLE PUMP WITHIN LOCATED IN MINNEAPOLIS,MN.TANKS TO HAVE A NOMINAL(DIAMETER OF EIGHT
2. ALL WORK TO BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE EXCAVATION THAT MAY CAUSE DAMAGE TO THE TANKS. LIQUID TIGHT PiPING SUMPS ON TANKS TO DISPENSERS/DISPENSER SUMPS. FEET.TANKS TO BEAR U.L. 1316 AND NYCRR PART 614 LABELS. SEE
PREVENTION ASSOCIATION RECOMMENDATIONS. PIPING IS TO HAVE A MINIMUM BEND RADIUS OF THIRTY SIX INCHES. APPROPRIATE DESIGN DETAILS FOR TANK MANWAY COVER TAPPING
2. BEDDING FOR TANKS IS TO BEAR ON UNDISTURBED NATIVE SOIL ENVIROFLEX PIPING CANNOT BE INSTALLED WITHIN THE PIPING SUMP OR ARRANGEMENT.
3. ALL WORK TO BE IN STRICT CONFORMANCE WiTH APPLICABLE NATIONAL DISPENSER SUMPS AS PER SCDHS REGULATIONS. PIPING TO BE INSTALLED IN
El ECTRiCALCODE SPECIFICATIONS AND REQUIREMENTS. 3. TANKS TO HAVE MINIMUM TWO FEET CLEARANCE BETWEEN TANKS AND STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN 2. PIPING$UMPyS/I MANWAY RISFR6-LIQUID TIGHT PIPING SUMPS ON TANKS TO
BETWEEN EDGE OF TANKS AND EXCAVATION WALLS. RECOMMENDATIONS.PROPER$EaQING AANQ OACKFILL IS CRITICAL WITH THIS BE AS MANUFACTURED BY TOTAL CONTAINMENT LOCATED IN EXTON,PA. NON-
4. ALL M/ATERiALS AND WORKMANSHIP TO MEET OR EXCEED MANUFACTURER'S TYPE OF PIPE. LIQUIDTIGHT FIBERGLASS MANWAY RISER ON TANK TO BE AS MANUFACTURED
WRITTEN RECOMMENDATIONS. 4. LINE TANK EXCAVATION WITH FILTER FABRIC MATERIAL. FABRIC TO BE BY XERXES CORP. LOCATED IN MINNEAPOLIS,MN.
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN 2. INSTALL THREE INCH DIAMETER FIBERGLASS STAGE II VAPOR RECOVERY PIPE
5. INSTAILLER SHALL FURNISH,TO THE OWNER,WRITTEN APPROVAL OF INSTALLATION PROCEDURES. FROM STAGE II VAPOR RECOVERY PIPE MANIFOLD ACROSS GASOLINE TANKS TO 3. LEAK DETECTION/HI-LEVEL ALARM-ALARM SYSTEM TO BE MODEL#
COMPILETED INSTALLATION FROM ALL GOVERNING AGENCIES. CENTRAL LOCATION NEAR GASOLINE DISPENSERS.INSTALL TWO INCH DIAMETER ELP21 L2PD4 WITH REMOTE HIGH LEVEL ALARM ANNUNCIATOR AS
S. INSTALL MINIMUM TWELVE INCH THICK LAYER OF PEAGRAVEL IN BOTTOM OF FIBERGLASS PIPE BRANCH LINES OFF OF MAIN TRUNK LINE TO DISPENSERS. MANUFACTURED BY OMNTEC/ELECTRO LEVELS LOCATED IN RONKONKOMA,NY.
6. EL.EC1 RICAL AND PIPING CONFIGURATIONS ARE SCHEMATIC ONLY. EXCAVATION TO SERVE AS BEDDING FOR TANKS. COMPLETE ALL NECESSARY CONNECTIONS AT DISPENSERS TO COMPLETE STAGE II
VAPOR RECOVERY SYSTEM. 4. LLLOUID-TIGHT MANHOLE COVERS-USED OVER LIQUID TIGHT PIPING SUMPS ARE
7. ALL U1NVDERGROUND JUNCTION BOXES ARE TO BE WATER AND CORROSION PROOF. 6. INSTALL CONCRETE DEADMEN ANCHORS TO PROPERLY ANCHOR TANKS. MANUFACTURED BY CNI
AS
TO BE PART NUMBER 239DG AND 264
DEADMEN TO BE SIZED,CONSTRUCTED AND INSTALLED IN STRICT ACCORDANCE 3. INSTALL TWO INCH DIAMETER FIBERGLASS VENT PIPING FROM EACH TANK TO MANUFACTURING LOCATED IN IR 264 AS CA.
8. ALL EQUIPMENT WITHIN HAZARDOUS CLASSIFIED AREAS IS TO BE U.L OR WITH THE TANK MANUFACTURER'S WRITTEN RECOMMENDATIONS. DEADMEN LOCATION OF VENT RISERS.ABOVEGROUND VENT RISERS TO BE TWO INCH
FACTORY MUTUAL LISTED FOR USE IN THE INTENDED AREA. ANCHORS ARE TO BE FULLY CURED PRIOR TO PLACING INTO SERVICE.ALL DIAMETER SCHEDULE 40 GALVANIZED STEEL. MAKE TRANSITION BETWEEN 5. LIQUiD-T�GHT D{�PENSER SUMP-TO BE HIGH DENSITY POLYETHYLENE AS
HARDWARE USED TO ANCHOR TANKS IS TO BE STAINLESS STEEL IN ACCORDANCE MANUFACTURED BYTOTAL CONTAINMENT INC.LOCATED IN EXTON,PA.SUMP
9. ALL ELECTRICAL WORK AND EQUIPMENT FOR TANK MUST CONFORM WiTH WITH SCDHS REQUIREMENTS. FIBERGLASS AND STEEL BELOW GRADE.PROPERLY SECURE VENT RISERS TO
ARTiC'LE 500 OF THE NATIONAL ELECTRICAL CODE FOR HAZARDOUS CLASSIFIED MINIMIZE MOVEMENT. MUST ACCOMMODATE SPECIFIED DISPENSER UNiT,ASSOCIATED PIPING AND
AREAS. 7. INSTALL(2)NEW DOUBLE WALLED, UNDERGROUND FIBERGLASS TANKS. CONDUIT'
INSTALLATION MATERIALS AND PRACTICES TO BE IN STRICT ACCORDANCE WITH 4. VENT RISERS ARE TO TERMINATE A MINIMUM OF TWELVE FEET ABOVE GRADE. 6. PIPE/FITTINGS-ALL UNDERGROUND FIBERGLASS PIPE AND► FITTINGS TO BE
10. CONTRACTOR SHALL NOTIFY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH TANK MANUFACTURER'S WRITTEN RECOMMENDATIONS, DEA"+ATERING OF RISERS MUST NOT TERMINATE BENEATH A BUILDING EAVE OR WITHIN FIVE FEET
SERVICES AND THE TOWN OF SOUTHOLD BUILDING DEPARTMENT A MINIMUM OF FAVATION CANNOT BFz TAPPED UNTIL TANKS ARE ANCHORED.FILLED WITH OF ANY BUILDING OPENING. DUALOY SERIES 30001L AS MANUFACTURED BY AMERON LOCATED IN HOUSTON,
48 HOIURS PRIOR TO THE COMMENCEMENT OF WORK WATER T ACT AS BALLAST,AND BACKFILL IS MOUNDED OVER THE END CAPS OF TX. PRIMARY AND SECONDARY CONTAINMENT PIPE AND FITTINGS FOR LIQUID
TFi TANK . BURIAL DEPTH OF TANKS IS TO BE A MINIMUM OF FORTY TWO 5. ALL PIPING IS TO BE SLOPED A MINIMUM OF 1/8" PER FOOT TOWARDS CONVEYING LINES ARE TO BE ENViROFLEX AS MANUFACTURED BY TOTAL
11. NO PRODUCT IS TO BE INTRODUCED INTO STORAGE TANKS UNTIL ALL PERMITS TO UNDERGROUND TANKS. CONTAINMENT INC. LOCATED IN EXTON,PA.
INCHES BELOW FINISHED GRADE(30" BACKFILL PLUS 12" REINFORCED
OPE;R/ATE THE TANKS HAVE BEEN SECURED. CONCRETE, 7 FLEXIBLE CONNECTORS-FLEXIBLE CONNECTOR USED ON STAGE II VAPOR
6. ALL UNDERGROUND METALLIC RISERS ARE TO BE WRAPPED WITH SCOTCH WRAP . E SAFE SERIES AS MANUFACTURED BY TITEFLEX CORP.
FIR BE PE TO
RECOVERY Pi
SITE WORK 8. BACKFILL TO TOP OF TANKS WITH PEAGRAVEL BACKFILLiNG PRACTICES AND #50 OR APPROVED EQUAL. LOCATED IN I PRi BE FIRLD,MA.
PROCEDURES ARE TO BE IN STRICT ACCORDANCE WiTH THE TANK
1 . CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES MANUFACTURER'S WRITTEN RECOMMENDATIONS. INSURE THAT BACKFILL IS 7. ALL FILL AND VAPOR RECOVERY PORTS ARE TO BE PROPERLY COLOR CODED FOR 8, CONCRETE-TO HAVE A MINIMUM COMPRESSIVE STRENGTH(OF 3,500 PSI AT 28
AND OBSTRUCTIONS ON-SITE MARKED OUT PRIOR TO COMMENCEMENT OF ADEQUATELY PLACED AND COMPACTED BETWEEN THE FIVE O'CLOCK AND SEVEN IDENTIFICATION iN ACCORDANCE WITH THE REQUIREMENTS OF THE SUFFOLK 5/o MAXIMUM DAYS,AND AIR ENTRAINMENT
WORK;TO MINIMIZE POSSIBILITY OF DAMAGING SAME. ILLUSTRATION OF O'CLOCK POSITIONS AROUND THE ENTIRE PERIMETER OF EACH TANK COMPLETE COUNTY DEPARTMENT OF HEALTH SERVICES. ( ° ).ALL CONCRETE MATS TO BE
REINFORCED WITH 6 X 6-W2.9 X W2.9 WELDED WIRE FABRIC.EXISTIING UTILITIES SHOWN ON SITE PLAN IS BASED UPON FIELD OBSERVATION BACKFILLING OF PEAGRAVEL TO UNDERSIDE OF CONCRETE SLAB AT GRADE AS
I AND DISCUSSION WITH FACILITY OPERATOR AND SHOULD NOTBE CONSTRUED AS WORKPROGRESSES i P NSER AREA NOTES
THE EQUIVALENT OF A UTILITY MARKOUT.
9. INSTALL 42" DIAMETER LIQUID TIGHT PIPING SUMP ON EACH TANK MANWAY 1 . INSTALL(1)NEW 30'LONG CONCRETE DOG-BONE TYPE DISPENSER ISLAND
2. UNDERGROUND TANKS AND ASSOCIATED EQUIPMENT FORMERLY USED FOR THE DESIGNATED TO CONTAIN THE LIQUID CONVEYING PIPING. ALL SUMP WITH RAISED ENDS TO SERVE AS VEHICLE CRASH BARRIERS.ISLAND IS TO BE
STORAGE AND DISPENSING OF PETROLEUM WERE REMOVED. PENETRATIONS ARE TO 13E FABRICATED TO THE SATISFACTION OF THE SUFFOLK CONSTRUCTED USING PERMANENT STEEL FORMS.SEE PARTIAL PLAN FOR
COUNTY DEPARTMENT OF HEALTH SERVICES. LOCATION OF NEW DISPENSER ISLAND.
3. UPON COMPLETiON OF CONSTRUCTION,'ALL DISTURBED AREAS ARE TO BE
REPLACED AND/OR REPAIRED TO,AS CLOSELY AS POSSIBLE, MATCH THEiR 10. INSTALL SUBMERSIBLE PUMP WITH TWO INCH DIAMETER DISCHARGE PIPE 2, INSTALL LIQUID TIGHT DISPENSER SUMP BENEATH PROPOSED DISPENSER
ORIGINAL CONDITION.REPAIR OF ASPHALT PAVED AREAS IS TO BE THROUGH EACH MANWAY COVER LOCATED WiTHiN LIQUIDTIGHT PIPING SUMPS LOCATIONS TO COLLECT ALL LEAKAGE THAT MAY OCCUR, SUMP MUST ALLOW
ACCOMAPUSHED BY USING ASPHALTIC CONCRETE PAVING PLACED AND TO SERVE AS PRODUCT SUPPLY FOR DISPENSERS,SUBMERSIBLE PUMP CONVEYANCE OF LEAKAGE INTO THE SECONDARY CONTAINMENT PIPE OF THE PIPE
COMPACTED iN ACCORDANCE WITH GENERAL INDUSTRY STANDARDS. TURBINES ARE TO BE PLACED APPROXIMATELY SIX INCHES ABOVE THE INTERIOR SYSTEM BEFORE ANY SIGNIFICANT ACCUMULATION OF PRODUCT DEVELOPS IN
BOTTOM OF THE TANKS.SUBMERSIBLE PUMPS ARE TO BE EQUIPPED WITH LEAK THE SUMP.
4. SUB-BASE FOR ALL PAVEMENT AND CONCRETE SLABS IS TO BE THOROUGHLY DETECTOR OPTION.
COMPAACTED TO A MINIMUM STANDARD PROCTOR DENSITY OF 95%.
11. INSTALL FOUR INCH DIAMETER SCHEDULE 40 GALVANIZED STEEL TANK FILL 3• INSTALL(2)NEW DUAL HOSE, DUAL PRODUCT DISPENSERS ON THE NEW
DISPENSER ISLAND. SEE SITE PLAN FOR DISPENSER PLACEMENT.MOUNT
5. ALL DE=MOLITiON DEBRIS ARE TO BE TRANSPORTED OFFSITE AND PROPERLY RISER WITHIN LIQUID TIGHT PIPING SUMP OF EACH TANK. RISER TO TERMINATE DISPENSERS TO DISPENSER ISLAND IN ACCORDANCE WITH THE DISPENSER
DISPOSED OF IN ACCORDANCE WiTH ALL APPLICABLE REGULATIONS. JUST UNDER MANHOLE COVER AT GRADE.FILL PIPE FOR GASOLINE TANK IS TO BE MANUFACTURER'S WRITTEN INSTALLATION RECOMMENDATIONS.DISPENSING
EQUIPPED WITH A COAXIAL DROP TUBE. DROP TUBE IS TO TERMINATE 4"-6' UNITS ARE TO BE EQUIPPED FOR STAGE II VAPOR RECOVERY.
QN-$ITE TEST PROCBDURES ABOVE INTERIOR BOTTOM OF TANK.
4. ALL PRODUCT CONVEYING PIPES ARE TO BE EQUIPPED WITH A SHEAR VALVE.
1. AIR TE;ST'FiBERGLASS TANKS FOR LEAKAGE PRIOR TO PLACING INTO EXCA:!-,TION. 12. INSTALL FOUR INCH DIAMETER SCHEDULE 40 GALVANIZED STEEL RISER WITHIN SHEAR VALVES ARE TO BE INSTALLED BENEATH THE DISPENSERS.SHEAR VALVES
ALL TEST METHODS AND PRACTICES TO BE IN STRICT ACCORDANCE WITH%+NK LIQUID TIGHT PIPING SUMP OF EACH TANK TO SERVE AS DEFLECTION ARE TO BE SECURED TO STEEL BRACING WHICH IS TO BE SET iN CONCRETE
MAIJUFFACTURER'S WRITTEN RECOMMENDATIONS.OBSERVE PRESSURE FUR A MEASUREMENT PORT.RISERS MUST TERMINATE JUST UNDER MANHOLE COVERS DISPENSER ISLAND.STAGE II VAPOR RECOVERY PIPE IS TO BE EQUIPPED WITH A
MINIMIUM OF THIRTY MINUTES. USE SOAPY WATER SOLUTION ON EXTERIOR AT GRADE.RISERS MUST NOT PROTRUDE PAST UNDERSIDE OF MANWAY COVER FLEXIBLE CONNECTOR IN THE SAME PLANE AS THE SHEAR VALVE. FLEXIBLE
SHELL OF TANK WHILE TANK IS PRESSURIZED TO INSPECT FOR LEAKAGE. ON TANKS AS THIS WiLL EFFECT THE ACCURACY OF THE READINGS TAKEN. CONNECTOR MUST BE INSTALLED SO AS TO ALLOW PROPER OPERATION OF THE
RISERS TO BE ON CENTERLINE OF TANK SHEAR VALVES SHOULD A VEHICLE EVER DRIVE OVER THE DISPENSER UNIT.
s 2. AiR TEST TANKS IN ACCORDANCE WiTH THE REQUIREMENTS OF THE SUFFOLK 13. INSTALL LEAK DETECTION PROBE 1N LiC�UiD-TIGHT PIPING SUMP AND ANNULAR c �r► • r
COUI`rTY DEPARTMENT OF HEALTH SERVICES AFTER INS i ABLATION AND SPACE OF EACH TANK. INSTALL 4"DIAMETER SCH.40 GALVANIZED STEEL RISER 5. A LISTED EMERGEN'O r BREAKAWAY DEVICE DESIGNED TO RETAIN LIQUID ON BOTH
BACKFILLiNG.ALL TEST METHODS AND PRACTICES TO BE IN STRICT ACCORDANCE SIDES OF THE BREAKAWAY POINT MUST BE INSTALLED ON THE GASOLINE
WITH TANK MANUFACTURER'S WRITTEN RECOMMENDATIONS. FROM EACH ANNULAR SPACE ACCESS PORT GRADE TO PROVIDE FUTURE DISPENSING HOSES.SUCH DEVICES SHALL;BE INSTALLED AND MAINTAINED IN �--
' ACCESS TO LEAK DETECTION PROBE.INSTALL LOCKABLE STREET BOXES AT GRADE ACCORDANCE WiTH THE MANUFACTURERS INSTRUCTIONS.
3. AIR TEST PRIMARY PIPING (LIQUID CONVEYING) AT 50 PSI FOR MINIMUM 30 FOR ACCESS TO RISERS.RUN ALL NECESSARY CONDUIT AND WIRING TO LEAK ;
MINUTES. USE SOAP SOLUTION ON PIPING TO INSPECT FOR LEAKAGE.REPAIR OR ALARM CONTROL PANEL.INSTALLATION TO BE IN ACCORDANCE WITH ALARM 6. INSTALL NEW 8"THICK X 25'X 34' REINFORCED CONCRETE MAT IN DISPENSER
REPLACE PIPING AS NECESSARY. MANUFACTURER'S WRITTEN RECOMMENDATIONS.ALARM TO BE AUDIBLE TO ON- ISLAND AREA. MAT IS TO BE REINFORCED WITH 6 X 6-W2.9 X W2.9 WELDED
SITE PERSONNEL WIRE FABRIC.
4. AIR TEST SECONDARY CONTAINMENT PIPING AT 5 PSI FOR MINIMUM 30 14. INSTALL 36"DIAMETER NON-LIQUID TIGHT FIBERGLASS MANWAY RISER ON
MINUTES. USE SOAP SOLUTION ON PIPING TO INSPECT FOR LEAKAGE. REPAIR OR SECOND MANWAY OF EACH TANK A MINIMUM OF 6"OF PEAGRAVEL MUST BE 7. A FIXED FIRE EXTINGUISHING SYSTEM MUST BE INSTALLED BY THE FACILITY
REPLACE PIPING AS NECESSARY. INSTALLED BETWEEN THE BOTTOM OF RISER AND THE TOP OF THE TANKS TO WNE TO PROTECT THE GASOLINE DISPENSER AREAS.PLANS ARE TO BE
MINIMIZE THE POSSIBILITY OF DAMAGE TO THE TANK CAUSED BY LOAD SUBMITTED TO TOWN OF SOUTHOLD FIRE MARSHALUS OFFICE FOR APPROVAL
5. PERFORM PRESSURE DROP TEST ON STAGE II VAPOR RECOVERY PIPING AS PER TRANSFER FROM GRADE. PRIOR TO COMMENCEMENT OF WORK
THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL
CONSERVATION.CERTIFICATION OF SATISFACTORY TEST COMPLETION IS TO BE
SUBMIITTED BY CONTRACTOR TO THE FACILITY OWNER AND THE NEW YORK STATE 15. INSTALL(1) HIGH LEVEL ALARM PROBE THROUGH MANWAY COVER LOCATED IN
DEPARTMENT OF ENVIRONMENTAL CONSERVATION. NON-LIQUID TIGHT MANWAY RISER OF EACH TANK FOR OVERFILL PROTECTION.
PROBE MUST BE SET TO TRIGGER ALARM WHEN A MAXIMUM OF 95%OF THE
6. UPON COMPLETION OF CONSTRUCTION,PERFORM ALL REQUIRED FINAL TESTS TO TANK VOLUME IS REACHED. RUN ALL NECESSARY WIRING AND CONDUIT TO W w
SECURE TOWN CERTIFICATE OF OCCUPANCY AND SCDHS PERMIT TO OPERATE THE OVERFILL ALARM CONTROL PANEL INSTALL REMOTE OVERFILL ALARM -
ANNUNCIATORS NEAR FILL PORTS OF TANKS.ALARM ANNUNCIATORS MUST r . *!it I {
TANKS. `, i 'm. ° i 1
PROVIDE AUDIBLE/VISUAL WARNING TO THE DELIVERY VEHICLE OPERATOR TO
I
WARN OF IMPENDING OVERFILL.ANNUNCIATORS TO CONSIST OF A LIGHT AND
HORN.SYSTEM TO BE EASILY TESTABLE TO VERIFY FUNCTIONALITY. �n`!`I t } 1
ANNUNCIATORS TO BE CLEARLY LABELED"TANK OVERFILL ALARM". I
S09746 L_Dr:
16. INSTALL THREE INCH DIAMETER STAGE 11 VAPOR RECOVERY PIPE IN MANWAY
r
COVER LOCATED WITHIN NON-LIQUID TIGHT MANWAY RISER OF TANKS. INSTALL
THREE INCH DIAMETER FIBERGLASS PiPE TO MANIFOLD GASOLINE TANKS
TOGETHER. INSTALL BALL FLOAT VALVE IN EACH TANK AT STAGE II VAPOR
RECOVERYCONNECTiON.
17. INSTALL TWO INCH DIAMETER FIBERGLASS VENT PIPE THROUGH MANWAY COVER
LOCATED WITHIN NON-LIQUID TIGHT MANWAY RISER OF EACH TANK.EACH
TANK IS TO HAVE iTS OWN SEPARATE, UNOBSTRUCTED VENT PIPE.
18. ALL RISERS AND TAPPINGS ON TANK MANWAY COVERS ARE TO BE
CAPPED OR PLUGGED TO MINIMIZE THE RELEASE OF VAPORS FROM THE TANK. NO. DATE REVISIONS BY APPD
19. ALL PIPING WITHIN SUMPS IS TO BE SCHEDULE 40 GALVANIZED STEEL. TAX MAP: DIST. 1000 SECT. 045 BLOCK 06 LOT 05
20. ELECTRICAL CONDUIT CONNECTED TO THE LIQUIDTIGHT PIPING SUMPS MUST TITLE:
ENTER THE SUMP AS HIGH AS POSSIBLE,BE CONSTRUCTED OF GALVANIZED INSTALLATiO'N OF (2) 8,000 GAL. DM U/G FRP
STEEL AND BE INTERNALLY SEALED USING A COMPOUND COMPATIBLE WITH GASOLINE TANKS, ISLAND, AND DISPENSERS.
GASOLINE AS CLOSE AS POSSIBLE TO THE SUMP TO MINIMIZE THE POSSIBILITY J t �r
OF LEAKED PETROLEUM PRODUCT ENTERING THE CONDUIT. t+UFFOLK CWtT1F
HAZAflE?t�i.�. MAT'KR�i�LS SITE: GAS PLUS SERVICE, INC.
21. INSTALL A 36" DIAMETER LIQUIDTIGHT MANHOLE COVER WITH (2)TWELVE MAIN ROAD
INCH DIAMETER LIQUID TIGHT INSERT COVERS FOR ACCESS TO FILL AND lkfiPROVALTO CONSTRUCT SCOH8 joe NO, -2 4- GR'EENPORT NY 11944
DEFLECTION RISERS,AT GRADE OVER LIQUID TIGHT PIPING SUMP ON EACH TANK SCDHS I D# 10-0057
W CONCRETE AROUND COVER IS TO BE SLOPED AWAY FROM COVER TO MINIMIZE hcse Mans end specificAtions have Mtn reviewed
WATER INTRUSION.INSTALL DRAIN LINES ON COVER IF SO REQUIRED. t nd found tO be In C0tr;;51iattc8 With Suffolk County `OF �� LAHTI ENVIRONMENTAL ENGINEERING P C
S�onitary Code requirements bag6d upon information '��` 3os p P.C.
V) 22. INSTALL A MINIMUM 24" DIAMETER NON- LIQUIDTIGHT MANHOLE COVER AT �l1�rf111ttPGf the �IC2irit. '��' �' 360-9 KNICKERBOCKER AVENUE
GRADE OVER THE NON-LIQUIDTIGHT MANWAY RISERS ON EACH TANK CONCRETE Fp TMIs approval to C66. � �:'" BOHEMIA, NEW YORK 11716
tract expires on
o AROUND COVER IS TO BE SLOPED AWAY FROM COVER TO MINIMIZE WATER, P !r� .- r * ¢ 516-567-8301
I;iINTRUSION. p t1<QRatC t '
\` ; a �ti DWN BY: J. FRANCIOTTI DRAWING NO. REV.
23. ALL MANHOLES USED AT GRADE MUST BE RATED FOR H2O LOADING. A. sg�17
2 6 1992 t t }� ktr.TN EP�U'iINEE�' �,�,��QfiFSSIfl�*�`L DSGN BY: W. LAHTI
t 4 24. INSTALL NEW 12"THICK CONCRETE MAT REINFORCED WITH(2) LAYERS OF 6 X p� CHKD BY. W. LAHTI SSI - 9201
0 6-W2.9 X W2.9 WELDED WIRE FABRIC OVER TANKS. MAT TO EXTEND A ! N V L ME' �� DATE: 7/26/92
MINIMUM OF 2 BEYOND EDGE OF TANKS IN ALL DIRECTIONS.CONCRETE MAT IS
` a TO BE AT AN ELEVATION HIGHER THAN SURROUNDING PAVEMENT TO MINIMIZE SCALE: AS NOTED
RAINWATER ACCUMULATION IN TANK AREAS. JOB NO.: LEC92-115 SHEET 3 OF 3
0
STOCK DRAFTING FORM NO.101.94 '