Herring Storer Acoustics Our ref: 20001-1-15331

7. CONCLUSION

6

The closest neighbouring premises to this development are located on the north. At these residential premises, the influencing factor has been determined to 7 dB. Given the nature of this development we believe that the premises would trade during the night period, hence the assigned noise levels for the night period are applicable.

Noise received at the neighbouring residence from the mechanical services has been determined to comply with the requirements of the Environmental Protection (Noise) Regulations 1997 at all of these locations during all time periods.

Vehicle movements, cars starting and doors closing have also been assessed as a part of this study. We note that under the Regulations, each vehicle needs to be considered individually, rather than the cumulative overall noise level that is assessed. Therefore, noise emissions from each individual vehicles movement on site need to comply with the assigned. The assessment also shows that noise received at the neighbouring residence from these activities also complies with the requirements of the Environmental Protection (No ise) Regulations 1997 at all times .

Based on the analysis of noise emission from the proposed site, noise emissions will comply with the requirements of the Environmental Protection (Noise) Regulations 1997 at all times.

I I I I I I I I I I I I I I I I I I I I I

~~.!~~. Report on

DESKTOP ENVIRONMENTAL REVIEW

PROPOSED WOOLWORTHS

PETROL STATION

PART LOT 23 (NO. 380)

GREAT EASTERN HIGHWAY, WOODBRIDGE

Submitted to:

Quali t y Project Management

Suite 2, 4 Bowman Street

SOUTH PERTH WA 6951

www.ga ltenv.com.au 2/39 Flynn St, WE MBLEY WA 6 014

T: +61 (8) 6272-0200

F: +61 (8) 928S-8444 16 March 2016

5 Jl602006-03 001 R Reva

16 March 2016

TABLE OF CONTENTS

1. Introduction ... .. .

1.1 Overview .

1.2 Ob1ect1ves ..

1.3 Scope of Work

Site Oescr1ptmn and Proposed Development ..

2.1 Site ldent1f1cation .

2.2 Site Conditions.

2.3 Past Site Uses ..

2.4 Proposed Development ....

3. Surrounding Environment .

3.1 Surrounding Land Use .

3.2 Acid Sulfate Soils .

3.3 Geology ..

3.4 Groundwater .

3.5 Geomorph1c Wetlands ...

3.6 Proximity to Sensitive Land Uses

4. Conclusion

lim1tat1ons.... .. ......... .

TABLES

Table 1: Site Jdentif1cat1on

FIGURES

Figure 1. Site and Location Plan

Figures 2a-2c : Historical Aerial Photographs

Figure 3: Conceptual Arrangement

Figure 4: Acid Sulfate Soils Risk Mapping

www.g;iltenv com au Page I i 2/39 Flynn St, WEMBL[Y WA 6014

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ABN: 96 510 810 622

J16a2aa6-a3 001 R Reva

16 March 2a16

Figure 5: Geological Formations

Figure 6: Groundwater Contours

Figure 7: Geomorphic Wetlands

Figure 8: Companson to Existing Service Station

APPENDICES

APPENDIX A: SITE PHOTOGRAPHS

APPENDIX B: PRODUCT SPECIFICATION SHEETS AND DRAWINGS

APPENDIX C: UNDERSTANDING YOUR REPORT

www.galtenv.com.au Page I ii 2/39 flynn St, WEMBLEY WA 6014

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ABN. 96 520 810 622

Jl6a2aa6-a3 001 R Reva

16 March 2a16

1. INTRODUCTION

1.1 Overview

~~.~~~

This report presents the findings of Galt Environmental Pty Ltd's (Gait's) desktop environmental review undertaken for

the proposed Woolworth Petrol Station located at Part Lot 23 (No. 38a) Great Eastern Highway, Woodbridge ("the site").

I I I I

The study was authorised by Scott Patterson of Quality Project Management (QPM) via an email dated 11 March 2a16 I We understand that Woolworths is proposing to construct a petrol station at the site comprising an underground

petroleum storage system (UPSS), fuel dispensing infrastructure, forecourt canopy and a shop. We further understand

that the petrol station is proposed to be operated 24 hours a day.

Based on information provided to us, this desktop environmental review is required to support the Development

Application (DA) that will be lodged with the City of Swan and the Department of Planning (DoP).

1.2 Objectives

The objectives of the desktop environmental review were as follows:

~ assess whether there are any significant environmental aspects at the site that may constrain the proposed

development, and

~ provide sufficient information to the Cos and OoP regarding environmental factors at the site to facilitate

approval of the DA.

1.3 Scope of Work

In order to meet the objectives outlined above, the following scope of work was undertaken

~ a desktop review of environmental aspects at the stte from Department of Environment Regulat ion (DER),

Department of Indigenous Affairs, Department of Water (DoW) and Department of Parks and Wildlife (DPaW),

4 examination of current and past aerial photography of the site and its surrounds to assist in identifying

histoncal land uses;

4 detailed s1te inspection to document the current condition of the proposed petrol station site and adjacent

nature reserve; and

-V- review of relevant Environmental Protection Authority (EPA) guidance on separation distance for sens1t1ve land

uses.

Cl 00iJ•l•UMllliffi• "''"'"·"·Yl·i6iiilli01i!11111 I mopmmtttntm

The site location and boundary coordinates are shown on Figure 1 and summarised in Table 1.

www galtenv.com dU 2/39 Flvnn St, WE:MBLEY WA 6014

Page I 1 ABN 96 520 810 622

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I I I I I I I I I I I I I I I I I I I I I

J1602006-03 001 R RevO

16 March 2016

Table 1: Site Identification - -Site Identification

Street Address Part Lot 23 (No. 380) Great Eastern Highway ·--+" ----

Suburb Woodbridge

Local Government City of Swan t·

Boundary Coordinates · Northern corner: 404109E, 6483806N

Eastern corner: 404133E, 6483771N

Western corner: 404076E, 6483785N

I Southern corner: 4041 llE, 6483749N -+--

1,800 m2

~~.~~~

~ Area_

Zoning 'General Commercial' under local Planning Scheme 17

2.2 Site Conditions

A detailed site inspection was undertaken on 15 March 2016 by a representative of Galt. Site photographs are presented

in Appendix A and the following observations were made:

.V- there is a tilt-up concrete panel building present in the centre of the site;

.V- all hardstand areas surrounding the site are paved; and

.V- the fence on the northern side of the laneway is constructed from Colorbond fence panels and appears to be

in good condition.

2.3 Past Site Uses

A review of avai lable historteal aerial photography for the site was undertaken to assess past site uses. Historical aerial

photographs are shown on Figures 2a - 2d and summarised below:

-(,- residential houses were present at the site from 1953 to 1965;

-(,- houses on western portion of the site were demolished between 1965 and 1974 and replaced with

commercial/light industrial units;

-(,- all units were demolished between 1983 and sometime prior to 1995;

-{J- the current commercial building present on the site appears to have been constructed prior to 1995; and

-(,- no further development at the site is apparent after 1995.

2 .4 Proposed Development

Based on the plans provided to us, the development will comprise the following:

.V- three underground storage tanks and associated fill and inspection points;

-(,- one underground liquefied petroleum gas tank;

~ one underground SPEL Puraceptor stormwater treatment unit;

-(.- an open canopy and forecourt with multiple fuel distribution points;

~ vapour recovery systems; and

-(.- a shop with associated car parking.

Based on the information provided to us, the following features and infrastructure will be incorporated into the

proposed service station design :

' f't

www.ga!tenv.com au Page I 2 ABN: 96 520 810 622

2/39 Flynn St, WFMBLEY WA 6014

J1602006-03 001 R RevO

16 March 2016 ~~.~!~ ~ onsite retention and treatment of all stormwater using a SPEl Pruaceptor Stormwater Treatment and

Hydrocarbon Capture system;

-¥- vapour recovery systems compliant with Australian Standards and Western Australian Regulations,

.Y. multiple fuel spill kits complian t with the latest Australian Standards and Federal National Occupational Health

and Safety Council (NOHSC Codes) or Practice that pertain to the handl ing, storage, clean-up and disposal of

Dangerous Goods and Hazardous Substances : NOHSC: 2007(1994), 1005(1994). & 1015(2001) and AS/NZS

3816:1998, AS1940-2004, A53780-1994, & AS2507-1998; and

~ fuel distribution and leak detection infra structure compliant with all the relevant Australian Standards.

Regulations and Industry Best Practices.

The proposed layout of the site is shown on Figure 3. Product specification sheets and standard design drawings for the

stormwater trea tment, vapour recovery and fuel d1stribut1on infrastructure are shown in Appendix B.

3. SURROUNDING ENVIRONMENT

3.1 Surrounding Land Use

The site is bounded by Great Eastern Highway to the south, Morrison Road to the east, Harper Street to the west and

an unnamed laneway and a vacant block to the north. The Midland rail line runs parallel to the southern side of Great

Eastern Highway. One and two-storey units are located to the north of the laneway

We note that the residential townhouses to the north are separated from the site by a paved right-of-way and

Colorbond fencing. We further note that there are no windows in the townhouses directly overlooking the laneway or

the site.

We understand that the northern boundary of the site will be fully fenced along the laneway.

3.2 Acid Sulfate Soils

The DER acid sulfa te soi l (ASS) on-line risk mapping database indicates that the site is mapped as having 'no known risk

of ASS occurrence' The nearest high·nsk site is located approximately 250 m to the north of the site .

The ASS risk mapping for the site and surrounding area is shown on Figure 4.

The Perth sheet of 1:50,000 scale Environmental Geology series map indicates that the site is underlain by Pebbly SILT:

strong brown with common, fine to occasional ly coarse grained, sub rounded laterite quartz, heavily weathered granite

pebble, and some fine to medium grained quartz sand, of alluvial origin (Guildford Formation) .

We note however that as the site has been developed, it is likely to have been earthworked and thus may com prise

imported, engineered sand fill (if present, typically 0.5 m to 1 m thick) overlying thin in-situ sands (if any), overlying clay

of variable thickness.

The mapped geologica l formations at the site and across the surrounding area are shown on Figure 5.

3.4 Groundwater

According to Perth Groundwater Atlas (2004). the May 2003 (late summer) groundwater elevation was at about RL 1 m

AHO {about 11 m below surface). The groundwater contours are shown to fall to the west, suggesti ng a general flow in

this direction.

" www ga1tenv.com .au Page I 3 ABN . 96 520 810 612

2/39 Flynn St, WEMBLEY WA 6014

Jl602006-03 001 R Reva 16 March 2016 ~~.~·t Note: The 2004 Atlas gives groundwater levels recorded in March 2003, towards the end of summer and following a

long period of drought. The levels are therefore generally taken to reflect lower-bound levels. More important is usually

perched water occurring on top of the clayey soils at the site, which occurs following rainfall, particularly in the winter

months.

The groundwater contours are shown on Figure 6.

3.5 Geomorphic Wetlands

There are no geomorphic wetlands located at the site. The nearest wetland is located approximately 270 m to the

northwest and is associated with the Swan River Estuary.

The location of geomorph1c wetlands are shown on Figure 7.

........

Based on our review of the site and surrounding land uses, we consider that the residences to the north of the site

represent the nearest sensitive land use.

We note that these distances are within the generic 200 m separation distance from 24 hr service stations

recommended in the Environmental Protection Authority (EPA) (2005) Guidance for the Assessment of Environmental

Factors -SeparaUon Distances between Industrial and Sensitive Land Uses document. However, based on our review of

this document, the proposed development and surrounding land uses, we make the following comments

V m addition to describmg residential developments as a sensitive land use, the EPA guidance document also hsts

shopping centres, caravan parks and hotels as being sensitive land uses;

V the EPA guidance document was published in June 2005 with separation d is tances from services stations based

on standard technology at that time;

V the fuel distnbut1on systems, in particular the stormwater treatment, tank design, leak detection and vapour

recovery systems have significantly improved since the publication of the EPA document;

~ vapour recovery systems proposed to be installed at the site will be compliant with Australian Standards and

Western Australian regu lations;

V the vapour recovery systems will be subject to regular testing and maintenance in accordance with Australian

Standard and Western Austrahan Regulations with results provided to the City of Swan upon request;

V we note that vapour recovery systems are designed to capture a minimum of 85% of vapours released and as

such, there is unlikely to be any significant impact to surrounding residents;

"'° there are a number of 24 hr service stations operating throughout the City of Swan catchment in close

proximity to residential premises, with the closest being located on the corner of Johnson Street and Helena

Street that has residential houses located adjacent to the eastern boundary of the site (see Figure 8);

V we note that a minimum of four groundwater monitonng bores will be installed around the site and periodic

groundwater monitoring undertaken to provide early detection of any leaks from fuel dispensing

infrastructure,

-¥ results of the periodic groundwater monitoring will be provided to City of Swan upon request.

Based on this information, we consider that the installation of the vapour recovery systems will adequately mitigate any

risks associa ted with the release of hydrocarbon vapours and the proximity of nearby residents.

We consider that the implementation of periodic groundwater monitoring and the installation of appropriate

stormwater treatment systems will provide adequate protection against hydrocarbon release thereby mitigating any

impact to groundwater.

www.galtenv com au Page I 4 ABN: 96 520 810 622 2/39 Flynn St, WFMBLFY WA 6014

Jl602006-03 001 R RevO 16 March 2016

4. CONCLUSION

~~~~t.

Based on the findings of our environmental review, we do not consider that the proposed development and 24 hr

operat ion of the site will adversely affect the surrounding environment or land users.

S. LIMITATIONS

We draw your attention to Appendix C of th is report, "Understanding your Report". The mformat1on provided w1th tn is

intended to inform you as to what your realistic. e)(pectal 10ns of this report should be. This information is provided not

to reduce the level of respons1b1hty accepted by Galt, but to ensure that all parties who rely on this report are aware of

the respons1biht1es each assumes m so doing.

GALT ENVIRONMENTAL PTY LTD

~r-

Brad Palmer Sue Stain

Environmental Scientist Environmental Scientist

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I I I I I I I I I I I I I I I I I I I I I

Appendix A: Site Photographs

www galtenv.com au 2/39 Flynn St, WEMBLEY WA 6014

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ABN : 96 520 810 622

Jl602006-03 001 R RevO 16 March 2016

www.g<1ltenv.c.om au

Photograph 1: Laneway and residential units to the north of the site

2/39 Flynn St, WEMBLEY WA 6014

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ABN 96 520 810 622

Jl602006-03 001 R RevO 16 March 2016

Photograph 3: Midland railway line opposite the site

~~.~~'

Photograph 4; Vacant lot and Morrison Road to the northeast of the site

www.g<1ltenv com au ABN 96 520 810 622 2/39 Flynn St, WEMBLEY WA 6014

~~.!~~

Appendix B: Product Specification Sheets

and Drawings

www.galtenv com au ABN 965208 10622 2/39 Flynn St, Wl::MBLEY WA 6014

I I I I I I I I I I I I I I I I I I I I I

I I I

I SPEL INTEGRATFD WATER SOLUTIONS

I

Standards & Guidelines for Petrol Station Stormwater Pollution Control There 1s no Australian Standard for 011/water separators. There are only gu1del1nes for hydrocarbon discharge hmits for stormwater discharge.

All State and territory regulating environmental authorities (or EPA) have guidelines with varying terminology stating that hydrocarbons are not to be visual (10ppm) 1n stormwater and rece1v1ng waters.

European Standard (orl and petrol separators)

In the absence of an Australian Standard. the European British Standard 858.1 applies when compliance is the regulating issue.

It is the world's most stringent standard for hydrocarbons separation for the use of 011/petrol separators 1n surface water drainage systems. Prevents the emission of petrol odours.

Australian Runoff Quality The Australian Runoff Quality A Guide to Water Sens111ve Urban Design (Engineers Australia) ISBN O 85825 852 8 Chapler 9 Hydrocarbon Management refers to The Standard and the European Agency UK Oil Separator Selecllon and Design· for petrol stations

Non-Compliant Sites Petrol slat1on5 with the following defects.

• Canopy drip line that does not allow for the 10 degree inset

• Fuel hose line that reaches outside the drip hne

• Fuel bowsers that have no canopy

• Defective 011/Water plate separator (Sewer connected)

P1r:f~ ire shuws an unr:ler~zerl f'<ll"'tOPY w1tl) fuel µumps ouls1dti the

c.-1nopy rlnpl!ne

Picture shows a common site <it petrol stat•ons uncovered fuel pumps

P~ture s'lows a deff!<'tJvP fore<'ourt nes1gn with UnsPArnlv ~ h1gt-'~y v1s1ble tv.,.·rJroc.1rt1nn~ pcllut·n9 nils dnd fuels r:11St"'.hnrying directly to the Streat '.he stormwater Th@ con(:~lration tn !tip, f}1r:tur"" drain rs 1n exces~ of 1 OOppm

Solution for Non-Compliant Petrol Stations SPEL Puraceptor Class 1 stormwater treatment system 1s a solution for the treatment. capture and retention of hydrocarbons off petrol stations.

SPEL Puraceptor Class 1 Ex1st1ng operations can be retro-fitted with the SPEL Puraceptor Class I to ensure compliance with relevant environmental guidelines, and capture any potential spills.

SPEL"s Puraceptor Class 1 011/ water separator is connected to the stormwater provides the site with the highest degree of environmental protection, - a protection that complies with the councils. and the EPAs guidelines.]

Puraceptor Certification Australian Independent Tests

The Puraceptor has been independently tested at the 1nternat1onally-respected University of South Australia (UNISA) and at the UKs leading hydraulics research faculty HR Wallingford.

• Water quality analyses at NATA-cert ified laboratones demonstrated no visible trace (<1.86mg/L) of hydrocarbons from inflow concentrations of 5.000ppm

0etrol forecourt and surrounds flt a rn..sy rnAtropolitan petrol station rendered cornpl1ant The catchment consists of a grated drain encnmnass1r;g tne complete J)Ar1metAr of the 1.nder sized :anopy Surface watP.r and forecourt runoff drains ~o the Pur0Kept0r lncatcd unrler the two •ratf1cable covers 1r1 the foreqrourd.

Council Approvals The compliance of the SPEL Puraceptor with the stringent Class 1 requirements of EN BS858. 1 has been welcomed by many regulators and approvals have been granted for more than 100 1nstallat1ons to date.

In-Situ Testing NATA analysis of Puraceptors operating at similar applications 1n Australia reveal ·no detection of hydrocarbons from a captured concentration of 8,000ppm.

Puraceptor Benefits • Full retention Class 1 treatment 011/water separator. It

treats all liquid There 1s no bypass

• Complies with regulating requirements for no v1sable sheen.

• Un1vers1ty tested and cert1f1ed to independent European Standard EN BS 858. I for the capture anrl retention of hydrocarbons with a discharge quality of no visible trace from a tested inflow concentrator of 5.000ppm.

• Capture and contain oil/fuel spi llages

• Can be s1Led to capture and contain a spill from a refuelling tanker and prevent discharge to stormwater.

• Passive gravity function ensuring treatment 1s continuous

• Equipped with an 1ntnns1cally safe 011 alert probe prov1d1ng regular detection for oil build-up. Set to alarm when 011 hydrocarbons occupy 10% of the chambers volume

• 011 alert probe enables self-monitonng, suitable for unmanned anrl remote locations.

• Equipped with a dipped inlet pipe ensuring fire water 1s ext1ngu1shed.

• Equipped with a vapour trap preventing vapours from d1scharg1ng and preventing the em1ss1on of odours.

• Water tight structure.

• 50 year design life.

• Annual maintenance interval using low-cost technology

• Operations & Maintenance manual with a ledger for accurate recording of maintenance operations.

• Maintenance performed from ground level; no entenng of tank 1s reqwed. satisfying 0.H.& S. requirements.

Independently tested for reducing the average annual loads:

II 97% total suspended solids [TSS)

.; 100% > 5mm gross pcllutant solids (GP)

11 99.9% light liquids [TPH) (certified discharge quality of 5PPM or less. F:uropean standard BSEN 858 .1 2006)

.; >45% particulate form phosphorous

~

-'"'*

I I I I I I I I I I I I I

I I I I I I I I I I I I

0 Maintenance • Designed for hgh performance and k:>w

maintenance CNef a long hfe span • Visible oils (TPH) are skirrrned from the

surface of Iha water level • Easy and safe to access and clean, with

access shafts positioned on all chambers. • Entry of the un.t is not reql.Med • Recommended maintenance intervals are 1 2

months or after ma,or Spills. • Onty oils, sediment and gross pollutants

need to be removed. All stormwater does not require removal

• The cylindncal deStgn enslles sediment colD:ts centralfy on the fl<:x>r of the chambers effecting easy. quick removal. Thero are no square cOJners °' unreachable cavities and recesses.

• Waste is removed by a vacuum loadlng truck. (Suction truck)

SPEL ® f) PURACEPTOR units are glass reinfaced ptashc vessels made by the tedv'tieal advanced chop hoop filament wrid1ng process (patented) producing orcumferenbal and longitudinal strength complying with AS 2634 1983 for tank design.

G Stormwater discharge

quality is < 1 .86 mg/I hydrocarbon content exceeding the Env1ronmentaJ Protection lv,jency (E.P.A.) r9quirftrnents of 1 Omg!l hydrocamon content .

The Puraccptor is designed to provide easy access for Site Personnel to collect wator samples for regulatory comohance

•The AUTOMATIC

CLOSURE DEVICE (A.C.D.) ls a precisety engineered device compriStng a water· buoyant ball that Is sensitive to any change 1n the water density as a consequence of light hQ..Jds build up, thereby automat1caUy act1Vat1ng a process of depressing the AC.O to SHUT OFF the separator, preventing pollutants from dlscharq1ng to drains and wat6'Ways.

G An oil sensing probe 1s installed

within a protective quard to cont1nualty monitor hydrocarbCYI depth 1n the Puraceplor. Once the level reaches the ore-determined depth the alam1 is tnggered SJgnaning the need fOf maintenance

SPEL® f) PURACEPTOR tanks contain an immersed dipped tnlet pipe to eJ11:1inqu1c;h flames and prevent lnflammab4e vapours from passing through to the drainage system. Complies With Section 6.3.4 of BS EN 858 1 2006. SPEL PUnACEPTOR can WJthstand ternperntures of up to 14C1'C

9 SPEL PURACEPTOR Class 1 separators incorPQrate I coalesccr unrts They con~ist of a quality stainless steel mesh

container 'Mlh an adJlistab'e handle and high volume retlcl'ated foam1nsert

The coalescer lXlit IS mounted in the second chamber, orovld.ng a coalescence process for the separation o' smaller gk>bules of light hquid pollutants before final discharge to stormwatw

SPEL INTEGRATED WATER SOLUTIONS

-

r ' 1"NKPIT08SfRVAllONWUL2SD-C.ROUNDBOX Wl lH lHTHINATIONAiL STAl()AllO lRtAIKill.

All OTHfll HAHRIALS SHALL 8£ APPiOVEO 8Y 1-'!« HAMIJACTUA[ll

~itif-

SLOP£ SOES Of TANK 1---!~l---f---pn AS RCQUIAEO BY

SOILC()f()ITKlH5

ao..m OIA • u- J"IAOft SLOTTCO PVC CLA.55t2TO ASU.17(WllLS(ll([Nl."'­'1AXJ11.t'15PACING SJ..OTS. 60% HINf"IUl"IOf (IR{UHf{R[NC( COVER mno WITH Fil TUI SOCK lf'llER AUSTRALIA P/l HWT SP[(.J

Atf(RNATIV[l'I' WRAP Pl'( WITH

(l(QTUTU FILTER FABRIC ISARLOH POLYWEAV[ FOR APPROV£0 fQU!V.J &FIX\ll'ITH~[T.:S .

ALHRNAUVCLY USC SlHVED F.l&RIC.

f SfLF-(011PACTIMG CllAHULAR llAtKFILl

c=_,QAV/A\ ""'

GRADE FLOOR Of TA HK

(l((AVATION."*.UGFALL TOW ARDS OBSERVAllOH WELi

~

l.iltJ- TANK PIT OBSERVATION WELL SECTION lOC:AHOATCORN(RSOfUNKFARf'1

NOTES, REFER P\JW> & TANK LAYOUT FOR FINAL LOCATION ON SITE SUPPllO l INSTALLED llY TANK NSTAtLATIOH COHTRACTDll

SCl.vtN1TYPlPVCADttlSIVES/W1(N1S 11!5!..ml. BE USlO 1H THf AS5(11BLY Of W[ll llJ8[ ANO/OR ATTN!iS.

0( SOLVOflS WU GIVC 8-T[X REAOINGS IN ltf. WUL WATUI SAHPL.ES

If WATCR lAlll.f IS PRESfNT , l(fll SHALL 8{ Of.Vll0P[0 8Y RU•OVAl Of '91111.1" TlflCC 'WE LL VOl.UHES TO (Jr6LJI( CONNECTION 'WITH ftf[ AQUf{R

PLAN - VENT/VAPOUR/ FLOW RESTRICTION DEVICE DETAILS

NOTE ,_ ALL TANK VENTS ARE NOW LOCATED WITHIN TANK TURRETS.

SECTION

PLAN - AUTO TANK GAUGING

lNSTALt£0 II l INSTAUCD IN TA Aff l(ABU GARDEN AREA ClYPUll j PAVfHE NT ARCA ITYPICAU

•:CE::l "-. Br11ss Lodung (11p An1rnbl1 f]I 1•·<::· · ' . I hl<GyGSD_ orCq1.u11l1nl ~-. JOO DIA • 400 HIGH PVC PIPE _ _,__,,.._ lft-~

· SLEEVES TO ALL PP~ RISERS • WITH fLEURICAL CONOUITS ·' I

SOK8Gal•H11IPipclli1f~ DENSO WRAP STHl PIP( RISERS l FITTINGS

: •11;:.c~ ~~~~Ital * TOP Of TAM

TANKOIP TUIK------4

Of' STCIC---------<I SECTION

···"-"'''"''~ ttu Rtducil'lg 8uih

100111'1 CiAl STHl UIOtMO LOCI( 80X OR [QUIVAtfNT ANI<

SO- Bran torlung Cap AsuMbly hkay CiSO or [(lunral~nt

0,

CAD DltAWIMG OD llOT REVISE llY H4HO

REFERENCE ORA WINGS

MANUFACTURERS OF INCPPI NON- CORRODIBLE PRODUCT PIPING TO BE AS APPROVED BY WOOL WORTHS.

mu IUIOV••ms lll'l'ISit:D I JM.,, 1-CLllCAAL -- mt.-.1 WS CLIOAl.llEY50! Jl.l Y'U -TffifllOCl/Allilft'l&D ll!:C.'16 -' 1tot•Ul lllVl50! CladlUI

4 ~!.:i~~ISUI ~1~11~oc.:.::fllD OCT ll ID •'t'l5£D& ...... D !Vfll( ID •fllllw ~ IOr

Woolworths WOOLWORTHS LIMITED

~~'i:n!!"-llOIU lfltl.lllOm-t-SIW.lllUSCD

11,,_FOfNCI TOSU.LIDDKMSDIS. J. CDll'TIACTOI Iv.it Win' 1.1.l

J. ~w'* ... sn'ivsr 1m1 •

~~ .:'~Jt1111m.1 .... lllf l.1-..:~~~Ji~'°"°""'n

w •••ns. 1111 ro llllll'IUUIOWITMCllJT l'l:llPISSDI.

5. ~-:...~~(::~ ~ ~ "::'1 ~llOlllllAllSIGSl:ll-lll'lln'

=:...~-- -­~~~.'::..-...u. ll!V~S.~~ _ .. ,.,_,,.,. P..._lllD-~I

-.~ .. llMl l U .__, _..,.,__ fOlilolllllllltKALPOf

-~-=-WOOl.WD!!Jtll lMTID

STANDARD DOCUMENT EQUIPMENT LEVEL 1

... VAP1

0UR RECOVERY , VENT. TANK MONITOR,

TANK PIT OBSERV. WELL & DIP POINT DETAILS

ouw RCIF c111.Cl11l RC OATI AP11..11( l'lOI OAll JAH.'13

•uu 1.20 SM:ct~Zt: Al STATUS (CllSTAUCTIOllllSSUC Nci.' LOCATION Of TANI PIT OBSCRVATIOH 'WCLLS. 'OHlY TANK PIT OBSfRVATION WELLS I

IHIN. Of 1J TO 8£ (l(l[RHIN(O BY CPA RCQURCHCNTS. TD BC INSUUEO IN ACT SITES I PLAN TANK MONITOR I PLAN - DIP POINT PFDD3 ' / L'S 41'11 , SOL CDNOITIOHS l CNGlltER. _J

r '

* z i:,

MANUFACTURERS OF INCPPI NON-CORRODIBLE PRODUCT PIPING TO BE AS APPROVED ffi BY WOOL WORTHS. ffi

MOTOR SPIRIT~ ;1 MANIFOLDED VENT ill

...... '"" .. ,. "'"' ~ Refl!'r lo site sp1mhc for bollard protection as pl!'r std . details

NCPP 90 m,. lmed Pipe >(D.Jl'.J _)

NC.PP 90 mm 90" Elbow'----~

SECTION 8

z i:

*

BE TAKEN FROM "'J.../ 1 ALL VENTS TO 10 4=L--?7Sm11 UPDRAFT VENT CAP

WITHIN TANK TURRET SA 80 NB GALV. SHEL PIPE MANIFOLDED MOTOR SPIRIT VENT

FOR 6 OR 7 TANKS ADDITIONAL VENTS WILL BE REQUIRED

! , I 75 Nipples in beh1een tl!'u SOmm UPORAFT VENT CAP ~

DIESEL VENT I - r - 75 NB 90" Elbow l o end Yent

' 7S 11 50 NB reducers

75 1t 7S ll 75 NB Stro 19ht Tu in- m in- -nr irr 75 11 7S 1 75 NB Slro1ghl Tru tlyp1coll

SONS Gal Steel Pipe Riser~1.

.$ l1J20~11250~ 90mm VRl LINE FROM VENT .

IO STACK WILL SUBSTITUTE THE VENT FROM TANK 1 iONEI TO AVOID OUPLICA TION

Closs 150 Thre-odl!'d FlongH - -1---tth 80 ON (]N NPSI on 80 NB P1pu

DENSO WRAP GA.LY. STEEL VENT PIPES .t FITTINGS BELOW GROUND UNE

NCPP 63 mm l1nrd Pipe NCPP 63 mm 90" £lbow -----

NOMINAL DIMENSIONS

SONS Gal Stl!'rl Pipe Risers

Removable Sections 110

~~0 b5N-~2~. 1hPSi0 ~~d to10~e~1pu or UPP flartges

GROUND UNE

NCPP 63 mm Ternllnolion F1tt1ngs NCPP 63 mm Welding Sockets

A.LL VENTS TO FA.LL 1100 BACK 10 TANKS

UJl~AWICiDDllDTllE'tlSllTKAlm

YOJTS SUUCTillC

REFERENCE ORA WINGS

-~ 1-0EC .... lt5

: 1 ......... llDP -w --w -DCl."'1 -Dlt."M lt(f' S(Pl."K lllOf

.,.,. ~·

Woolworths WOOL\\'ORTHS LiMITEll

~~\!r=-llO«> l fCil,af)-~SIWJ.•US(ll

II l'lllHIQIJ: l D SCAUD lll'Ul5IOlllS. J. COJllU(Tla 1'161 '<'£W'f M.l DM~•snt.

~~f~5:~ :'.. wi:-:1.~ ~TIDllOl TD kftNCllUltCIWITHOUTl'OllSSllll.

SEPARATION DISTANCE FOR DIESEL VENT IS 2000 MIN.

SUPPORT STRUCTURE & FOOTING FOR VENT STACK ASSEMBLY DESIGNED BY STRUCTURAL ENGINEER, REFER DWG. No. PF009.

S.llKAICS<M.IV.tUlfOllDllOIW.IWIO CfJ'Y tlU. lllClPOl T Cf fllJIWMiS•Y ~..rr~ llAllMSSlllll 1"'51 VDH'l

UPDRAFT VENT CA.PS ~~~~bdl.

~~'!_~ .... u. mv~.":.s~ ~1 D-1"W

,..._ 111 1J • l• ""' -.t. .. ll ._ IU 1.-.,.-...--iUllllllW1t.1.llOI';

-=-~ ~ .......

_L -~~·::_ ~~ '"' 'u "'"'~- Rrfer to site sprc1fic STANDARD DOCUMENT EQUIPMENT LEVEL 1

SECTION ffi * NOHS.

for bollard protection os per std. details

11(lctt] Of FREE STANDING VENT HRMINA. TION. TO BE A. MINIMUM Of \10t(l.S00mm~ A.BOVE GROUND LEVEL TAKEN A. T THE Fill POINT A.NO

8E"liiGHER THAN TANK VEHICLE IN A.LL CA.SES.

VENTS ASSEMBLY ELEVATION, SECTIONS

AND DETAILS

OPENING tNTO A BUILDING ANO SHA.LL BE OUTSIDE THE HAZARDOUS A.REA , NOMINATED IN 'AS/tUS 600)~~10.q_Oo91(1SOOmm RADIUS' CYLINDRIC AL O.l.Tf ~.?K l'lOTllAI[ JAH.U

VENT TERMINATION TO BE LOCATED LATERAU Y 4000mm FROM ANY I llU""' ROf CKClllD Rt

VOLUME BELOW] J07 sew 1:20 si«n Wl A3 FALL A.LL VENTS MOO c=:J.B = i ii ! , H ,... NCPP PIPE LINES ANO FITTINGS TO fiE INSTALLED 10 BACK TO lANKS tll=l u.' LJ l(CHNICA.L DATA. MANUAL BY MAP«JFACTURERS

CONSTAUCTIOH 15Slf

L TYPICAL VENT LINES CLEARANCES ON BUILDINGS INTSJ DENSO TAPE ALL UNDERGROUND GALV. MAL PIPE FITTINGS Pf094 tt _, - - - -- -- - -- - - -- - - - - - -

- - -- - -- - - -- - --- - - ---r NOTES -,

~>-W• PRODUCTS ON TANKS TO BE O[TERHIHEO BY FINAL snc LAYOUT

OD IJIAWl«i OCI lllT llEVl'Sl 8Y tWIJ

L

730 LONG TUBE

i~M .~11 j _ J _ J _ ] _ J _ J = ~;/:;;;., 1 Ll~~l s~0~6'!.:N °6.."~o~~~:~E11ri~R ~~'e~~~s >-----+---------< fill POINTS FOR LIKE PROOLKTS SHALL Bf. ADJACENT TO [A(H 01tt:R.

1 FIVE POINT SPILL CONTAINMENT BOX SHOWN

) REFER TO SITE [L[( TRICAL ORA WINGS FOR on Al.S OF EARTHING Of Fill BOX

4 REFER TO t1ANUFACTUR£R'S ORAWINUS FOR FURTHER on AILS

'1-15111m DIA HOLCS FOR EXTERNAL VIEW OF ~ @ @) @) ~ @) 10mm DIA ·o· SHAP£0 HANDLE

ACCESS COVERS VAPOUR £lHANOL10 UNL[AO[Q PR[HIUH PRH11U11 DIESEL

DIH£NSIO.S To SUIT RECOVERY IS; A ~l~~~lil UNL~~0£0 UNl~$.i" v DIESEL

20ITllTI Annealed Copper flared

!~~ ~e:~t1~11Wii ~~ndard to

F~ Plunger Recovery ---k > ~~14 , Valve to each Iii bo• \ 2;02 FOR ~lLS p1 l!S I YR ~ ADJUST ABH HEIGHT SllEV£

~~~6~, '~, o~o~"" Of I 111 ± -Id

GRADES OF U.HKS CAN BE Al TER£0 10 SLIT, 15 10 REHAtN AS Dl£SEL

SUPPORl LEGS

Contcunmenl Bo• frame Assembly

SUPPORT BRA(Kfl

S SCCONOARY CONT AIN[O NCPP RfHOTf flL l lll'KS ANO Flll lNGS TO Bl USED .mfi..! WHEN R.EfWIRfO BY_, AUTHOAlflES ..,.. '1

6 Fill POINTS, VAPOUR RECOVERY ANO DIP POINTS TO BC 10£Nl~lf0 ANO 1Jl-'0!:1f'l Y WllH AS 4971 CURRENT £01TION ~

1 7 FUEL RfCOVCRY

LINES TO EACH TANK

Inner Containment Bo• Assembly

;:.:~2$ '¥'1iE 'U'Ut~~7~~~Eu~~ ... n ~~~ ~;o~~l~N~~iJ& BE ~.

N(PP 90 111n l 1ned Ptpe

~'··~ PLAN-FILL POINT SPILL CONTAINMENT BOX OIHfNS!ONS HAY VARY DEPENDING ON FILL BOX

'" k"-3 NCPP 110 mm Termmolton F1tlm9

NCPP 110 mm Welding Socket

~ NCPP 110 ""' Lm•d Pop•

_L:::,.

ANO IS BASED ON SHIPMAN KING SPILL BOX ASSEMBLY OWG No, Sl\;-05-JO

MANUFACTURERS OF INCPPI NON- CORRODIBLE PRODUCT PIPING TO BE AS APPROVED BY WOOLWORTHS.

EARTHING P!MNT-------

100MB Fiii Locking (op & Adaptor for Petrols SEA.UNG BOOT &

CLAMP ASSE1'18L Y INTERNAL LID

~~8 & ~d·c:;,~~r L~~'"&r:~~~ 100 • 80 Brass Adaptor Treloar or s11rlflar

_:.:-:--t· · · · i llJ \-I I u I III 1 ru VllJJ Ht:;.m UNISTRUl • U/BOL, SEALING BOOT •

r . "'""-' ~·'"'"~" A.SSEHBL y (PART Of ····~··· .• , ~···· ~

FINISHED PAVING L(V[L

80NB Gal Steel Pipt Riser

PEA GRAVEL fill FROM UND£RS()[ Of INNCR BOX TO BOTTOM or ELBOWS

DENSO WRAP ALL GAl SHEL PPE RISERS FOR LENGTH EXPOSfO TO BACKFILL MA TUIAL NCPP 110 11m lined Pip

SECTIONAL ELEVATION TYPIC AL DETAILS

SUPPORT BRA.CKEl ~ ~t:=~ ~~l T &.

____ -:-.19Jll!.~Ji9.LS.!ni..P.lll~ R1srr £Arn RISER

V 1·' l!f':":j-SUPPORT LEGS -·--~i . .Ioe.lll...etl'B .. -

ADJUSTABLE HEIGHT Sl£[V[

DOUBLE CONT AINMf.Nl BOX TO BE INSTALLED OHL Y IF RfCUtREO BY AUTHORITIES

1g-mu L~~0rb~~:~G %D0Ht~~~K~oo x JOOx

4- SO mm OIA ptp[ x 90 LONG WELDED TO BOTTOM OF FRAM[ WITH MUT W£l0£0 10 OUTSIDE TO ALLOW 12•m DIA 140 LONG BOLT to SUPPORT SO!llll DIA PIP£S SECTION

TYPICAL DETAILS

REFERENCE DRAWINGS

lnUll.llOIUffilll"ISD

~!=.ww ~~'i:CTvJ~cr.u:c

il ~~~~~o

~ " mL• 1~ Al.Y"U Ill Clfl "M ll!f Kl'lf• ...

~·1:

Woolworths WOOL\\ORTHS Ll~OTED

~~ii'=-m ... ·~ CIM...:lll 5HAU 9f l'5DI

• M(1UUft Ill K.MJ.11 OIPU5D6. L CCllTl.tillCll "'51 YUIF'f AU

: ~~:f:~~ "~""'"!Gii-sat.

~ ~=~:=a:;

;;;!t~~·.,~ ._._ ....... ~.-u.-. 7a.-~ -•-nu 1.u,1111a_,_, _.. ........ , ·--11111.-GiilOWtOI

.. _ -:.-"" C.0:::-

WDGLPDmll LMIJp

STANDARD DOCUMENT EQUIPMENT LEVEL 1

REMOTE FILL SPILL CONTAINMENT

BOX DETAILS OUlllli ROF l ouo RC

!YY( Al'fil.. 21( "t!D.<>TIJAN."U

Sl.ALI: 1-21 Sll!It sm Al lUf\IS. (ONSTIIUCTOt ISSUE

PFOOS • .J

r· ...-~~~~~~~~~~~-~r.,...~~~~~~~~~~~~~~~~~~~~~~~--:~r.<;--~-:::::::::::::::::-:::-:-~~~~~~~~'T";.u.o::,...: .... ::::~~~:,~M~ ... ~.~y:.....,;:;--..,•

L

OISPE NS(A RISER PPES 40- BSPT l'IAl[ tn•

- ~·· _ OISPOS{R Cotu.tNS 10 NJ ... CUAROfa:toLINO ,..., ~p=~l\~~~ 1-----+--------i

ABOVE GROUHO ~ ....,._ :#Jx :i: I Jc:- J 1..L I

''"""' CANOPY ~ COlU"'

BRASSSUTCO UHll)lrj TO SH£AJt .., VAlVflOCAllOHS;;; ~1~ ~~f'e!! ' ~ '~ll: __ :~ti~~ ­

/+t l ~h I ~ Y ~,.r:::c~v~1 t~el llf'-HIT'-li- ~ • -+=+ ±I '_ I -- J ~ ~,::",.~::sT"l \IAPOUR ltC(OV{RY TO er INSTAl.UDASHlf.HAS POSSIBLE UNOU fOl!lCOURT St.AB

PLAN VIEW OF SUB BASE 6 HOSE SK700 FRAME

klTtJltllN:SAll>S{(Ol«J STAG( VAPOUR RCCOVUT Ulf.S TO 8C flHAUS[O WITHIN DISPEHS£R 6.t.Sf_ '911H 1[At91ATION FllTIN(1 ANO tAP'PlD ~f PllOPf:lllY

'80LLARO

"' IO NB 80l.lAllO C.Al.V. snu !SOt0.40) SI.Ill MOSCTYP(

. = = =

IHSTAll(O AS MIGtl AS POSSllllt tMJt:R rl)lt[COUJIT SI.All

fORSlfCil.C'SAU 6)-Pf>CUSl 8

r;;.ra;u-A~3w~fH (~llW:*liorouPw1 fOR SINlil[ W'Al l 631111 ppf llSl 8

~IC,"sl-~'wl/', \li\\W,/lji""cOO,,;[,

·REFER TO DRAWING No. PFOOB PLAN VIEW OF SUB BASE~~~~~~ FOR SECTIONAL VIEW 1 8 HOSE SK700 FRAME

FINAL PRODUCTS ON DISPENSER T 0 BE OETERMINEO BY

PUMP AND TANK LA YOUl

~ CANOPT jCOlUHH

!IOU.ARO DfTAI. TO Bl 111£ SAHE AS SHO'Wtl OM 6 tt)S{

BRASS SlAl£0 UHIDN TO Sfl:MI VAlVl LOCATIONS

. = = = I-" . ~H licANCIPY

1couJHH

OUT .. <Df<MSPUOS£Al l l II II t ... ~ t--ounN Of""''"'" 11 1 11 11 11 t ... 1

~

L~,~n

"'"'' SLE(V(

FOOTING TO OClAl.S

l'flWOMC FOR SfCOHD STA(i[ VAPOllt ltrCOvtRY HOT

l>fMlDU(TLllU

SHOWN OH SH TIONS FOR a.ARI TY

NOTES· 8

5THLN.

""""' FUJlHIC4lH , .. ~ COHlAKO, IKP~- ;_AOOUCT PIP( LIU. AHO ~Tl fllUS TO llf USCO

NCPP PIP£ llPU NII ATTN'.iS TO Bf. INSTAiUO lD HANUfACTUlffR'S lCCHNICAI. DATA JV.l«IAI. SUONOARY CONTAIMHENT

NCPP 638 LND PA fOR srcOND STACi£ V.t.POl.ll ll:lCOVUIY. to 8( MSTALUO AS M1Gt1 AS POSS9ll UNDER AJRECOUJH St.Al

tSGUllOMJOIHT All ROUHO

Pf!OOIJCTLIMES

SlHtlHf SHOWM

"'0 SASE

PIPl'SORIC fOll S[(ONO STACit \l.t.J>OUAR£COVOIYNO! SMJWN ON SCCOOMS F<lA QARllY

TYPICAL SECONDARY CONTAINMENT SUMP SECTIONAL ELEV A !IONS

~--·~ ... Pf>tFOCISCCDHOSlAG( VAPCUI RHDVlll:Y, 10 8£ 16TALLCO A.S ttti11 AS POSSllLI IJIClUI f<lltt:COt.IRl SLAB

ADDITIONAL NOTES, HANUFACTURERS OF (NCPPI ~Jl("'~~~f.1 !AO(i(O WITH TAllC '"AT '""'® NON-CORRODIBLE PRODUCT • "' ... • .. -

REFERENCE DRAWINGS

lnU llDIUlllllf'l&O _.,, .. lil.WW•YISIOllS Q((.'l'I ~

~~t..""'"" MC.,, -l--.,...,...ua;e :t_T::..': TnUll.fl(IV ... llO'MD

~~~"r:st~IUlll) sn,..,. .,..

tnuao•"'5RI Al.T'll .W •WID&•-.m ~nx ., M-W ~ ..

Woolworths L_

WOOLWORTHS LIMITED

~~lai£'-IC .• -\ fC"i(.llllDM1115111& SNU II USlll

• ..cfODO 11 V.Ailll ~

~~~;w"4t~: •..aauctll~TUlfTAClllliTMI

l. C:-~:-.~i";:1,:-n ~~='·~~Cllllllllt ll•l'tlCllU.IDWlllCIUll'llM§SDI.

s. =--~.!:r:::i~::::s~ ~IUllSl'l'>SlllflmSl'll.w"I'

J

::::::... ...... -- i.llL ~:._":t.-, ...u. -~-~ -·--,. ...... _,., ~•11.etU ·--t•- DllllMU•

··­-=-~ WDOLWO!THI LMT1I>

mlltit.TMTt~ .._ -STANDARD DOCUMENT EQ UIPMENT LEVEL 1

GILBARCO MUL Tl PRODUCT DISPENSERS PLAN OF SUB BASES & SECTIONAL ELEVATIONS

DRA* RDf UUIG PH MIT ll. Y 7IC Ill.DI oa.n JAM.'B

SU.U 1:20 SllftTMZt AJ ~UTU5. (DNSTRllCTIQN ISS\1£ fUfuaf HCPP we UN£S lD fl[ fllT(D

WITH £HC1t61:MCY SMUT-tiff '"',t,(fl \IALVf AND UPP£0

15 ;;. AJ.....00. T APilo 8(-;~U.UlO OV£R NCPP PIPE LIU PIPING TO BE AS APPROVED I I n I ~~ ~~ ~~\00Y~~~~~~:-OE~ ~~A~c~~RY tN BY WOOL WORTHS. - L_j Pftll

9 J

-

-

r ' CAD DAAWM'.i DO *IT Jl:VISE llT HAMl

40mm BSP [HERCi[N[Y

01SPENS[R DROPS ~----- & UNIONS !SUPPU(O

AS PART Of 01SPfNSERI SHUT-OFF VALVE ---------

FORECOURT CONCRETE------, PAVING

EHERGENCY SHUT OFF

~:~~ ~O~~lfcG -----1---.,.I..~~

NCPP 6Jmm LINED PIPE --+----1 FOR SECOND STA.GE VAPOUR ~ RECOVERY, TO BE INSTALLED "' AS HIGH AS POSSIBL[ UNDER FORHOl.M?T SLAB

FROM U/G. TANK c=>-

NOTES. Sfi DNOARY [ONT AINED~ NCPP PRODUCT PIP[ LiNEs ANO Flll lNGS TO 8( USED 11 a

NCPP PIP( LINES ANO FITTINGS TO Bf INSTALLED TO HANUf:ACTURER'5 T£CHNICAL DATA HANU,6.L SECONDARY CONTAINMENT

FUTUR( NCPP PIPE LINES TO 8£ FITTED WITH EMERGENCY SHUT-OFF {IHPACT) VALVE ANO CAPPED

EACH NCPP PIPE LINES TO BE TAGGrn WITH TANK No. Al VALVE@ 75 INTI ALARHA TAPE TO Bf lNSTALL£0 OVER NCPP PIPE LINES

SfCONO STAGE VAPOUR RECOVERY PIPELINC S TO HAVE FA.ll BACK TO LOWEST GRADE TANK OR TO STAG£ OHf HANlfOlDED VAPOUR RECOVERY llNE

I zr::.......e< ~ \.!..V I~ Glllf FIX BOLT H[AOS TO Hlf ; OUHR SURF ACE OF TH[ SUMP MANUFACTURERS Of INCPPI

NON-CORRODIBLE PRODUCT PIPING TO BE AS APPROVED BY WOOL WORTHS.

LOT 60 fll l[O FROH SCHRQ[DCR V Al VE T 0 SUiROED(R VAL V[

REFER TO DRAWING No. PF007 FOR PLAN OF SUB BASES

SECTIONAL VIEW 1 THROUGH SUMP INTERHEOIA H OtSPE MSlRS

& AS.SEM8LE NUTS ON THE INSIO£ or TH[ SUMP

tKPP 63mm UNEO PIP[ FOR. SHONJ STAG[ VAPOUR R[COV[RY. TO 8E INST ALLEO

~-----AS HIGH AS POSSIBLE UNDER FORECOURT SLAB

DISPENSER MOUNTING FRAHf

MANUFACTURERS Of NON -META LLIC HEAVY DUTY FUEL RESISTANT ELECTRICAL CONDUITS TO BE AS APPROVED BY WOOLWORTHS .

r FORHOUIH CONCRETE PAV1tK;

I J. 1r~-x;';5iEm.?flt~~~J:-"'--

TYPICAL DISPENSER SUMP ARRANGEMENTS lNSH.ll VALVE WJTH

~~f ~RT ~f0p%~[\~~,SH LLL n f. THC DISPENSER MOUNTIN!i FRAHC

OD 32 Ifill HEAVY DUTY FUEL -+------.I RESIST ANT ELECTRICAL CONOLIH

40 ALCO GLAND OR SIHILAR TO SUIT CONDUITS

FUTURf STH LINC AND SECOND STAGE VAPOUR R[COVERY LINES 10 BE FINAUS(D WITHIN DISPENSER BASE WITH TERMINATION FITTING AND CAPPED OfF PROPERl Y

SECTIONAL VIEW 1 ENO SUMP

ENO Of LINE !OR FUTURE DISPENSER!

~o~

NCPP 63 mm SECONDARY CONTAINMENT ASSEMBLIES

1illLl!2

to

11

" "

~

NCPP 63mm Lmed & Secondary (ontamed Co-A11al Pip'

NCPP 63 .mm Se<ondcry (oot oi~t Filling Asstmbly

NCPP...-JOJ:o1s:o63-E lf £ir(tro tust0n [ntry 5l'al with ml eqraled toupler

NlPP 63 tnm Welding Sotkel

NCPP 63 mm Termination Fttilng

NCPP 90" Elbow

NCPP Equal he

40NB Gnl St,el Pipe R1ur

SD Ta 40N6 Ga!v Ma l He• Redu(ll-.g lol ipPlr

40NB Emer9rncy Shut Off f Impact) Ve.Ive

4QNB lurnflo 583 SS Boll Valve, 3 Pitu

Dispenser Sump

Ll' ~lo: Oetec!ion (onnl!Clmg tube - LOT 60 NCPPJOJ~1:lectrOfust0n Entry Seo\ w1lh mlf'oroled coupler

REFERENCE DRAWINGS

HTUallUJIVI ll:\'$Dll [LJO.lrt.ll(YMJllQ.Ol.UO ti£1EU.1.•-n1MJED notS 11 l BAIDll. 11_~,lil._llO'l!ilCIJI

~~E7:: TITUkllUllE¥15lD ..-...sl:DillfJU9(Jl[ll lf.OllAW

_,, ,-lll"t..., ws OH .... 1 lllf

.U.l"f1 111111 tll ."M 1111-Sll"l . 'M. lllf

:.~>: 1:

Woolworths WOOL \\'ORTI IS LIMITED

~~==-llhn l f.:.&llDlllKJl5IMSSIW..I . - llStll

111'111'.PUOO.TllSUUallKll§UIS. 1 CllllTU ,(TGll -1 'o'Dllf'I' Ml

1»11:-11115111 J.lltS 1111~-- -1 ll)l. ~. *~*t=:~:' '~

l(llOMlDUCl:UWITllCIU'll'Dlltl5SDI

l.. lll'Ol(S{AU "11/dlf~CllQIAl......, t...-C91.l . flf"CftlllaJOU'olW61T O.U--SlOIPll51\llJlf'Y ...... ~~!-"" [pQ._!-_,~ ""'"- Olll , ~ l&il. «><. rs. -­-.1•--f...._ ···-""' -.!_ .. , - Jolt ·-..-.... tt11•11111101.1oL1Clf ·

.. --=-~ a-ar:?:'"!!'?'!' LM!JI)

STANDARD DOCUMENT EQUIPMENT LEVEL 1

~·-"'"MUL Tl PRODUCT DISPENSER SECONDARY CONTAINMENT

SUMP DETAILS lllAW ROF 1 Dl:IJlfO R C

111.n A.lT 2J: 11\.0l DJ>n: JAM.'1l

Sl'.Ml 1:11 SH!:[T sm: A3 ST ATUS (OftSTRIJ(TIONISSt.l

L PFOOI 7 _j

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c ::::s c. l'1) ~

"' r+ QJ ::::s c. -· ::::s

O'Q

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:::0

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"C 0 ~

~ C\ r+

~ QI ; -~ ..

- - - - -- - - - - - - - - - - --- -

I I I I I I I I I I I I I I I I I I I I I

{>-~.!!!~ UNDERSTANDING YOUR REPORT

GALT FORM PMP29 Revl

1. EXPECTATIONS OF THE REPORT

This document has been prepared to clarify what 1s and is not provided in your report. It is intended to inform you of what your

realistic expectations of this report should be and how to manage your ri sks associated with the conditions on site.

Geotechnical engineering and environmental science are less exact than other engineering and sc1entif1c d1 sc1phnes . We include

this information to help you understand where our responsibilities begin and end . You should read and understand this

mformauon . Please contact us if you do not understand the report or this explanation We have extensive experience in a wide

variety of projects and we can help you to manage your risk.

2. THIS REPORT RELATES TO PROJECT-SPECIFIC CONDITIONS

This report was developed for a unique set of pr0Ject·specif1c cond1t1on s to meet the need s of the nominated chent. lt took into

account the following·

""° the project objectives as we understood them and as described in this report;

~ the specif1e site mentioned in th is report , and

4 the current and proposed development at the site .

It should not be used for any purpose other than that indicated in the report. You sh ould not rely on this report if any of the

following conditions apply;

~ the report was not written for you;

4- the report was not written for the site spee1flc to your development;

""° the report was not written for your project (mclud1ng a development at the correct site but other than that listed 1n the

report ); or

~ the report was written before significa nt changes occurred at the si te (such as a development or a change in ground

conditions) .

You should always inform us of changes 1n the proposed pro1ect (includmg minor cha nges) and request an assessment of thetr

impact.

Where we are not informed of developments relevant to your report, we cannot be held responsible or liable for problems that

may arise as a consequence.

Where design ts to be carried out by others using information provided by us, we recommend that we be involved in the design

process by being engaged for consultation with other members of the project team Furthermore, we recommend that we be

able to review work produced by other members of the project team that rel ies on information provided in our repor t.

www galtenv .com au Page ) 1 ABN · 96 520 810 621 2/39 Flynn St, WEMBLEY WA 6014

Form PMP29 Revl

20 October 2015 ~~.C!~t

Our reports often include logs of intrusive and non-in t rusive investigation techniques . These logs are based on our

interpreta t ion of field data and laboratory results . The logs should only be read in conjunct ion with the report they were issued

with and should not be re-drawn for inclusion in other documents not prepared by us.

4. THIRD PARTY RELIANCE

We have prepared this report for use by th e client. This report must be regarded as conf1dent1al to the client and the client's

professional advisors. We do not accept any responsibility for contents of th is document from any party other than the

nominated client. We take no responsibility fo r any damage s su ffered by a third party because of any decisions or actions they

may make based on th is report. Any reliance or dec1s1ons made by a th ird party based on this report are the responsibility of the

third party and not of us

5. CHANGE IN SUBSURFACE CONDITIONS

The recommendations in this report are based on the ground condit ions that existed at the t ime when the study was

undertaken. Changes m ground conditions can occur in numerou s ways including anthropogenrc events (such as construct ion or

contaminating activities on or ad1acent to the si te) or natural events (such as floods, groundwater fluctuations or earthquake s) .

We should be consulted prior to use of this report so that we can comment on its reliability It is important to note that where

ground conditions have changed, addi t ional sa mpling, testing or analysis may be req uired to fully assess the changed condi t1ons.

6. SUBSURFACE CONDITIONS DURING CONSTRUCTION

Practical constraints mean that we cannot know every minute detail about the subsurface cond1t1ons at a particular site. We use

professional judgement to form an opinion about the subsurface cond1t1ons at the site . Some vanation to our evaluated

conditions 1s likely and signif icant variation ls possible. Accordingly, our report should not be considered as final as 1t is

developed from professmnal judgement and opinion .

The most effective means of dealing with unanticipated ground conditions 1s to engage us for construction support. We can only

finalise our recommendations by observing actual subsurface cond 1t1ons encountered during con struction. We cannot accept

liability for a report's recommendations if we ca nnot observe construction .

7. ENVIRONMENTAL AND GEOTECHNICAL ISSUES

Unless specifically mentioned otherwise in our report, environmental considerations are not addressed in geotechnrcal reports.

Similarly, geotechrncal rssues are not addressed in environmental reports. The investigat ion techniques used for geotechrnca l

investigations can differ from those used for env1ronmental invest1gat1ons. It 1s the chent's responsib1hty to satisfy themselves

that geotechrncal and environmental cons1derat1ons have been taken into account for the site.

0 \Adm•n·~!ta t <Of\\Sta nn~ rd frn ms and Doc....ntnt<\GEPI rou,,,\PMP]';l.llfv\ \1'1dPnt~~d•t1l VOJ r fl ePO< I ~nvlogo doo

www ga ltenv com.au Page I 2 ABN 96 520 RlO 622 2/ 39 Flynn St, WEMBLEY WA 6014