MCU14/0056 Response to SARA - Proposal Plans

U/GROUND FUEL SYSTEM DESIGN SPECIFICATIONS

ALL PROPOSED UNDERGROUND WORKS RELATING TO THE INSTALLATION OF THE UNDERGROUND

PETROLEUM AND DIESEL STORAGE SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT EDITION

OF ALL RELEVANT AUSTRALIAN STANDARDS AND A.I.P CODES OF PRACTICE, INCLUDING BUT NOT

LIMITED TO THE FOLLOWING;

e =AS4&897 - “DESIGN INSTALLATION AND OPERATION OF UNDERGROUND PETROLEUM STORAGE
SYSTEMS"

e =AS1940 - “THE STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS“

e ALL EARTHING TO COMPLY WITH AS1020 & AS3000

e ALP CODE OF PRACTICE, CP-4 “DESIGN INSTALLATION AND OPERATION OF UNDERGROUND
PETROLEUM STORAGE SYSTEMS (UPSS)". TRANSITION TO NEW AS4897.

e ALP CODE OF PRACTICE, CP22 “THE REMOVAL AND DISPOSAL OF UNDERGROUND PETROLEUM
STORAGE TANKS"

e OPERATING AND MONITORING PROCEDURES & RECORD KEEPING TO BE DOCUMENTED BY SITE
OPERATOR IN ACCORDANCE WITH AS4897.

e ALL OTHER STATUTORY AUTHORITY REQUIREMENTS PERTAINING TO THE EXCAVATION AND
INSTALLATION OF UNDERGROUND TANKS, INSTALLATION AND ALTERATION OF UNDERGROUND
PIPEWORK, INSTALLATION OF SERVICE LINES AND DISPENSERS.

EQUIPMENT MINIMUM STANDARDS

TANKS

e DOUBLE WALL, NON CORRODIBLE FRP TANK(S), WITH MANUFACTURER FITTED LEAK MONITORING
TO THE INTERSTITIAL SPACE.

PIPEWORK

e ALL PRESSURE LINES SHALL BE SECONDARY CONTAINED.

e LINED POLYETHYLENE PIPE WITH WELDED FITTINGS, UPP OR NUPI.

e DOUBLE WALL, NON-CORRODIBLE, (NON-METALLIC & NON-FRP/GRP) INSTALLED WITH PROVISION
TO PRESSURE TEST THE SPACE BETWEEN PIPE WALLS.

e OVERFILL PROTECTION VALVES TO BE INSTALLED ON FILL LINES AND VENT LINES AT TANK.

REMOTE FULLY CONTAINED FILL POINT

e DOUBLE WALL FILL/SPILL CONTAINMENT SUMP SYSTEM, METALLIC CORROSION RESISTANT WITH
INNER BOX SEPARATELY REMOVEABLE FROM THE OUTER PAVEMENT MOUNTING BOX/FRAME.

e OVERFILL PROTECTION TO BE FITTED.

e THE BOX SHALL BE EARTHED, THE EARTHING STAKES SHALL BE STAINLESS STEEL
CONSTRUCTION AND SIZED TO SUIT THE SITE CONDITIONS.

VAPOUR RECOVERY

e STAGE 1 VAPOUR RECOVERY SHALL BE FULLY INSTALLED AND OPERATIONAL.

e STAGE 2 VAPOUR RECOVERY SERVICES SHALL BE FULLY INSTALLED UNDER PAVEMENT AND
TERMINATED ABOVE SURFACE FOR FUTURE CONNECTION.

FORECOURT DISPSENSER/ SUMP CONTAINMENT

e DISPENSERS TO BE MOUNTED ON SPILL CONTAINMENT SUMPS.

e SINGLE PIECE MOULDED POLYETHYLENE UNIT WITH INTEGRAL GALV. DISPENSER BASE MOUNTING
FRAME. POLYETHYLENE SUMP TO BE OF SAME PERMEABILITY GRADE AS SECONDARY
CONTAINMENT PIPING.

 

LEAK DETECTION / MONITORING & TESTING - INCLUDES BUT NOT LIMITED TO;

e AUTOMATIC TANK GUAGE, (ATG), SHALL BE CAPABLE OF DETECTING A LEAK FROM ANY
PORTION OF THE TANK OR PRODUCT PIPING, OF 0.76L/hr WITH A PROBABILITY OF DETECTION OF
0.65 & A PROBABILITY OF FALSE DETECTION OF <0.05.

e UNDER PUMP CONTAINMENT AND ACCESS CHAMBERS SHALL BE HYDROSTATICALLY OR VACUUM
TESTED. UPON COMPLETION OF THE TEST ALL LINES SHOULD BE FITTED WITH 2 NEW 0-100kPA
PRESSURE GAUGES AND BE RE-PRESSURISED WITH WATER TO SOkPA.

e THE FILL POINT SPILL CONTAINMENT BOX(S) SHALL BE HYDROSTATICALLY TESTED. ANY
STATUTORY REQUIRED SECONDARY CONTAINMENT ON THE FILL POINT(S) SHALL ALSO BE
VACUUM TESTED FOR INTEGRITY.

e OBSERVATION WELLS SHALL BE INSTALLED TO FACILITATE TANK PIT DE-WATERING AND, IF
REQUIRED, THE RECOVERY OF FREE PRODUCT. IN ADDITION, ALL TANKS MUST BE DOUBLE
WALLED WITH INTERSTITIAL SPACE MONITORING.

e AN EQUIPMENT INTEGRITY TEST, (EIT), OF THE UPSS WILL BE TESTED ON TWO (2), SEPARATED
OCCASIONS DURING CONSTRUCTION TO CONFIRM IT IS "TIGHT" FREE OF ANY LEAKS. FIRST TEST
POINT IS ‘PRE-BURY’, WHEN ALL TANKS, PIPES AND FITTINGS ARE INSTALLED, COMPLETE, AND
THE PIPE WORK AND FITTINGS ARE READY FOR BURIAL. THE SECOND TEST ENSURES THAT
THERE HAS BEEN NO DAMAGE TO THE UPSS BY SUBSEQUENT CONSTRUCTION ACTIVITY.

e THE INTEGRITY TEST MUST BE PERFORMED BY A COMPETENT AND EXPERIENCED PERSON WHO
SHALL PROVIDE CERTIFICATION IN COMPLIANCE WITH SECTION 6.5 OF A.I.P CP-4.

 

SAFETY
e FUEL SYSTEM CONTRACTOR SHALL INSTALL ALL MANDATORY SIGNAGE AS REQUIRED AND ALL
EMERGENCY STOPS IN ACCORDANCE WITH AUSTRALIAN STANDARDS AND QLD WORKPLACE
HEALTH AND SAFETY REGULATIONS 2011.
e PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN ACCORDANCE WITH;
AS2444 - PORTABLE FIRE EXTINGUISHERS AND FIRE BLANKETS - SELECTION
AND LOCATION.
AS/NZS1841.5 - PORTABLE FIRE EXTINGUISHERS - SPECIFIC REQUIREMENTS FOR
POWDER TYPE EXTINGUISHERS.

 

   

 

 

 

 

DELIVERY /REFUSE

 

COLLECTION BAY

 

 

 

 

 

 

FUEL RETAILER TENANCY

 

FAST FOOD TENANCY

 

 

 

 

 

 

 

 

 

 

as

D/THRU ENTRY

 

 

 

LINE OF CANOPY DRIP LINE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

   

 

  

 

 

 

         

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REMOTE FUEL FILL BOX &| =| oe fr] ADB . . |
VAPOUR RECOVERY POINT] || 22257 tA
os 2 on Z _Z__/ FORECOURT PAVEMENT RIDGELNE |
meets LE Ste or canter oar one
Po
| « aS = \ | NEW 1110 (110kL) U/GROUND DOUBLE
| ' ee x .\ oe s CONTAINED FUEL STORAGE TANK
a) = = |
AAS: I | NEW T110 (110kL) U/GROUND DOUBLE
\ eo \ Ke] ; | CONTAINED FUEL STORAGE TANK
\ ]
peMWo FUEL DISPENSING AREA SPILL CONTAINMENT VESSEL.
NO CONNECTION TO STORMWATER OR SEWER.
G.Wo GW o GWo

 

D/THRU EXIT

 

        

FUEL STORAGE ASSESSMENT
PROPOSED FUEL PRODUCTS

e UNLEADED 91 - 50kL
e UNLEADED 95 - 30kL
e UNLEADED 98 - 30kL
e — DIESEL STANDARD - 50kL
e LOW SULPHUR DIESEL - 40kL
e FUEL DISPENSERS -7

NOTE: FUEL PRODUCT TYPE, VOLUME AND TANK
COMPARTMENT CONFIGURATION MAY BE SUBJECT TO
CHANGE ONCE FUEL RETAILER HAS BEEN DETERMINED.

LEGEND

G.W GROUND WATER MONITORING WELLS. FINAL LOCATIONS AND
QUANTITY TO BE DETERMINED AT DETAILED DESIGN STAGE, BY A
RECOGNIZED COMPETENT PERSON.

M.W TANK EXCAVATION PIT MONITORING WELLS.

MPD = MULTI-PRODUCT DISPENSER.
WITH SPILL CONTAINMENT SUMPS.

ADB = AdBlue DISPENSER
GR STORMWATER GRATE

INDICATIVE LOCATION OF U/GROUND FUEL PIPEWORK. FINAL DESIGN
MAY VARY SLIGHTLY DURING DETAILED DESIGN STAGE.

 

 

DENOTES FUEL DISPENSING AREA CATCHMENT FOR SPILL
CONTAINMENT AND OILY WATER CATCHMENT.

 

 

 

 

 

 

 

D.A ISSUE

 

 

 

 

 

© 2011 copyright, alt rights reserved
This drawing is the © copyright & property of VERVE BUILDING DESIGN
and must not be used or duplicated without authorisation.

Do not scale this drawing.

Check all dimensions on site prior commencement of works

 

Revision and approvals

 

Code Date Drn | Description Dwn

 

A 23.01.15 | GN | ISSUE IN REPONSE TO COUNCIL INFO REQUEST

my Verve

Building Design & Concepts

 

 

 

 

 

BUILDING DESIGNERS LICENCE No. 1002212
257 BUNYA ROAD, ARANA HILLS, QLD

PH. 0412 354 763
E: [email protected]

 

imagineocreate Oo deliver

 

Oo commercial /industrial/retail
o fastfood restaurant design
oO travelcentre/service stations

Oo project concept tocompletion

 

 

Scale CAD ref
1:250 @A1 / 1:500 @A3

 

Drawn Approved
GN

Date Issued

 

 

 

Project Description

PROPOSED MIXED USE DEVELOPMENT
CNR. MYALL STREET & FERRELLS ROAD,
COOROY, QLD.

 

Drawing Title

FUEL SYSTEM SPECIFICATIONS
AND DETAILS

 

Drawing Number Revision

14004-DA14 A