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FORM NO. BAR10/2019 Page 1 of 86 FORM NO. BAR10/2019 BASIC ASSESSMENT REPORT THE NATIONAL ENVIRONMENTAL MANAGEMENT ACT, 1998 (ACT NO. 107 OF 1998) AND THE ENVIRONMENTAL IMPACT ASSESSMENT REGULATIONS. NOVEMBER 2019 Date: 09/07/2020 (For official use only) Pre-application Reference Number (if applicable): EIA Application Reference Number: 16/3/3/1/B2/32/1020/20 NEAS Reference Number: Exemption Reference Number (if applicable): Date BAR received by Department: Date BAR received by Directorate: Date BAR received by Case Officer: GENERAL PROJECT DESCRIPTION (This must Include an overview of the project including the Farm name/Portion/Erf number) Proposed installation of a 70m³ LPG Vessel, Pump, 4 Profill Scales as well as storage of 9- 48kg LPG cylinders and other gasses on Erf 5875 and Erf 5876, Samuel Walters Street, Worcester Industrial Zone, Worcester, Western Cape. Gasfit (Pty) Ltd is an agent of African Oxygen (Pty) Ltd (Afrox). The site is situated adjacent to Samuel Walters Street, within the Industrial Area of Worcester. The site is owned and operated by Gasfit management. Currently the site is storing and distributing filled LPG cylinders (of various sizes) filled by Afrox Epping branch in Cape Town and transported to Worcester by road transport. Site also distributes other air gases and gas products in limited quantities. The applicant, Gasfit, has projected that in the near future the growth in LPG sales will result in volumes that trading in filled cylinders trunked in from Cape Town will: a) Be unable to sustain the market demand due to the number of cylinders that will have to be in stock b) Result in reduced efficiencies due to the large volume of cylinders that need to be managed, especially return of empty cylinders to send to Cape Town for refilling c) Increased risks due to the high volumes of cylinders that need to be transported between Cape Town and Worcester on a daily basis In order to be able to sustain future projected volumes, Gasfit intends to install a bulk storage tank on site together with necessary filling equipment so that cylinders can be filled on site in Worcester rather than trunk filled cylinders from Cape Town.

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Page 1: BASIC ASSESSMENT REPORT · 2020-07-10 · The LPG will then be decanted into the new on-site bulk storage vessel from the road tanker, while the road tanker is parked under the deluge

FORM NO. BAR10/2019 Page 1 of 86

FORM NO. BAR10/2019

BASIC ASSESSMENT REPORT

THE NATIONAL ENVIRONMENTAL MANAGEMENT ACT, 1998 (ACT NO. 107 OF 1998) AND THE

ENVIRONMENTAL IMPACT ASSESSMENT REGULATIONS.

NOVEMBER 2019

Date: 09/07/2020

(For official use only)

Pre-application Reference Number (if applicable):

EIA Application Reference Number: 16/3/3/1/B2/32/1020/20

NEAS Reference Number:

Exemption Reference Number (if applicable):

Date BAR received by Department:

Date BAR received by Directorate:

Date BAR received by Case Officer:

GENERAL PROJECT DESCRIPTION

(This must Include an overview of the project including the Farm name/Portion/Erf number)

Proposed installation of a 70m³ LPG Vessel, Pump, 4 Profill Scales as well as storage of 9- 48kg LPG

cylinders and other gasses on Erf 5875 and Erf 5876, Samuel Walters Street, Worcester Industrial

Zone, Worcester, Western Cape.

Gasfit (Pty) Ltd is an agent of African Oxygen (Pty) Ltd (Afrox). The site is situated adjacent to

Samuel Walters Street, within the Industrial Area of Worcester. The site is owned and operated by

Gasfit management. Currently the site is storing and distributing filled LPG cylinders (of various

sizes) filled by Afrox Epping branch in Cape Town and transported to Worcester by road transport.

Site also distributes other air gases and gas products in limited quantities.

The applicant, Gasfit, has projected that in the near future the growth in LPG sales will result in

volumes that trading in filled cylinders trunked in from Cape Town will:

a) Be unable to sustain the market demand due to the number of cylinders that will have to

be in stock

b) Result in reduced efficiencies due to the large volume of cylinders that need to be

managed, especially return of empty cylinders to send to Cape Town for refilling

c) Increased risks due to the high volumes of cylinders that need to be transported between

Cape Town and Worcester on a daily basis

In order to be able to sustain future projected volumes, Gasfit intends to install a bulk storage tank

on site together with necessary filling equipment so that cylinders can be filled on site in Worcester

rather than trunk filled cylinders from Cape Town.

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FORM NO. BAR10/2019 Page 2 of 86

The proposal consists of the installation of a 70m3 LPG bulk storage tank, as well as provision of an

on-site storage area for 9 to 48kg LPG cylinders. In addition to the LPG tank and pump, four

cylinder-filling scales and a new road decant point for LPG tanker off-loading will be installed. In

line with safety requirements, a fire detection and suppression system, including a deluge system

at the road tanker point, will also be installed.

The proposed mode of operation for the new facility is for bulk LPG to be brought to the site via

20-ton (40 m3) road tankers. The LPG will then be decanted into the new on-site bulk storage vessel

from the road tanker, while the road tanker is parked under the deluge (sprinkler) system at the

road decant point. There will be an overfill protection indicator to stop road tanker decanting so

as to prevent overfilling of the vessel. Empty gas cylinders will be brought to the facility on trucks,

where they will be off-loaded for refilling on site. Filling of cylinders from the proposed on-site LPG

vessel will be carried out on the cylinder-filling scales, which will be programmed to determine

residual return gas in the cylinders and calculate the exact amount of gas required for each

cylinder.

Please refer to Appendix A1 for the Locality Map and to Appendix B1 for the proposed

Development Plan.

The development aims to reduce transport costs, reduce health and safety risks and increase LPG

availability in the area, as gas are currently transported on a daily basis from the Epping (Cape

Town) branch to the Worcester branch.

IMPORTANT INFORMATION TO BE READ PRIOR TO COMPLETING THIS BASIC ASSESSMENT REPORT

1. The purpose of this template is to provide a format for the Basic Assessment report as set out in

Appendix 1 of the National Environmental Management Act, 1998 (Act No. 107 of 1998) (“NEMA”),

Environmental Impact Assessment (“EIA”) Regulations, 2014 (as amended) in order to ultimately

obtain Environmental Authorisation.

2. The Environmental Impact Assessment (“EIA”) Regulations is defined in terms of Chapter 5 of the

National Environmental Management Act, 19998 (Act No. 107 of 1998) (“NEMA”) hereinafter

referred to as the “NEMA EIA Regulations”.

3. The required information must be typed within the spaces provided in this Basic Assessment Report

(“BAR”). The sizes of the spaces provided are not necessarily indicative of the amount of

information to be provided.

4. All applicable sections of this BAR must be completed.

5. Unless protected by law, all information contained in, and attached to this BAR, will become public

information on receipt by the Competent Authority. If information is not submitted with this BAR

due to such information being protected by law, the applicant and/or Environmental Assessment

Practitioner (“EAP”) must declare such non-disclosure and provide the reasons for believing that

the information is protected.

6. This BAR is current as of November 2019. It is the responsibility of the Applicant/ EAP to ascertain

whether subsequent versions of the BAR have been released by the Department. Visit this

Department’s website at http://www.westerncape.gov.za/eadp to check for the latest version of

this BAR.

7. This BAR is the standard format, which must be used in all instances when preparing a BAR for Basic

Assessment applications for an environmental authorisation in terms of the NEMA EIA Regulations

when the Western Cape Government Department of Environmental Affairs and Development

Planning (“DEAandDP”) is the Competent Authority.

8. Unless otherwise indicated by the Department, one hard copy and one electronic copy of this

BAR must be submitted to the Department at the postal address given below or by delivery thereof

to the Registry Office of the Department. Reasonable access to copies of this Report must be

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FORM NO. BAR10/2019 Page 3 of 86

provided to the relevant Organs of State for consultation purposes, which may, if so indicated by

the Department, include providing a printed copy to a specific Organ of State.

9. This BAR must be duly dated and originally signed by the Applicant, EAP (if applicable) and

Specialist(s) and must be submitted to the Department at the details provided below.

10. The Department’s latest Circulars pertaining to the “One Environmental Management System”

and the EIA Regulations, any subsequent Circulars, and guidelines must be taken into account

when completing this BAR.

11. Should a water use licence application be required in terms of the National Water Act, 1998 (Act

No. 36 of 1998) (“NWA”), the “One Environmental System” is applicable, specifically in terms of the

synchronisation of the consideration of the application in terms of the NEMA and the NWA. Refer

to this Department’s Circular EADP 0028/2014: One Environmental Management System.

12. Where Section 38 of the National Heritage Resources Act, 1999 (Act No. 25 of 1999) (“NHRA”) is

triggered, a copy of Heritage Western Cape’s final comment must be attached to the BAR.

13. The Screening Tool developed by the National Department of Environmental Affairs must be used

to generate a screening report. Please use the Screening Tool link

https://screening.environment.gov.za/screeningtool to generate the Screening Tool Report. The

screening tool report must be attached to this BAR.

14. Where this Department is also identified as the Licencing Authority to decide on applications under

the National Environmental Management: Air Quality Act (Act No. 29 of 2004) (‘NEM:AQA”), the

submission of the Report must also be made as follows, for-

Waste Management Licence Applications, this report must also (i.e., another hard copy and

electronic copy) be submitted for the attention of the Department’s Waste Management

Directorate (Tel: 021-483-2728/2705 and Fax: 021-483-4425) at the same postal address as the Cape

Town Office.

Atmospheric Emissions Licence Applications, this report must also be (i.e., another hard copy and

electronic copy) submitted for the attention of the Licensing Authority or this Department’s Air

Quality Management Directorate (Tel: 021 483 2888 and Fax: 021 483 4368) at the same postal

address as the Cape Town Office.

DEPARTMENTAL DETAILS

CAPE TOWN OFFICE: REGION 1 and REGION 2

(Region 1: City of Cape Town, West Coast District)

(Region 2: Cape Winelands District and Overberg District)

GEORGE OFFICE: REGION 3

(Central Karoo District and Garden Route District)

BAR must be sent to the following details:

Western Cape Government

Department of Environmental Affairs and Development

Planning

Attention: Directorate: Development Management

(Region 1 or 2)

Private Bag X 9086

Cape Town,

8000

Registry Office

1st Floor Utilitas Building

1 Dorp Street,

Cape Town

Queries should be directed to the Directorate:

Development Management (Region 1 and 2) at:

Tel: (021) 483-5829

Fax (021) 483-4372

BAR must be sent to the following details:

Western Cape Government

Department of Environmental Affairs and Development

Planning

Attention: Directorate: Development Management

(Region 3)

Private Bag X 6509

George,

6530

Registry Office

4th Floor, York Park Building

93 York Street

George

Queries should be directed to the Directorate:

Development Management (Region 3) at:

Tel: (044) 805-8600

Fax (044) 805 8650

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FORM NO. BAR10/2019 Page 4 of 86

MAPS

Provide a location map (see below) as Appendix A1 to this BAR that shows the location of the proposed development

and associated structures and infrastructure on the property.

Locality Map: The scale of the locality map must be at least 1:50 000.

For linear activities or development proposals of more than 25 kilometres, a smaller scale e.g.,

1:250 000 can be used. The scale must be indicated on the map.

The map must indicate the following:

• an accurate indication of the project site position as well as the positions of the alternative

sites, if any;

• road names or numbers of all the major roads as well as the roads that provide access to

the site(s)

• a north arrow;

• a legend; and

• a linear scale.

For ocean based or aquatic activity, the coordinates must be provided within which the activity

is to be undertaken and a map at an appropriate scale clearly indicating the area within which

the activity is to be undertaken.

Where comment from the Western Cape Government: Transport and Public Works is required,

a map illustrating the properties (owned by the Western Cape Government: Transport and

Public Works) that will be affected by the proposed development must be included in the

Report.

Provide a detailed site development plan / site map (see below) as Appendix B1 to this BAR; and if applicable, all

alternative properties and locations.

Site Plan: Detailed site development plan(s) must be prepared for each alternative site or alternative

activity. The site plans must contain or conform to the following:

• The detailed site plan must preferably be at a scale of 1:500 or at an appropriate scale.

The scale must be clearly indicated on the plan, preferably together with a linear scale.

• The property boundaries and numbers of all the properties within 50m of the site must be

indicated on the site plan.

• On land where the property has not been defined, the co-ordinates of the area in which

the proposed activity or development is proposed must be provided.

• The current land use (not F) as well as the land use zoning of each of the adjoining

properties must be clearly indicated on the site plan.

• The position of each component of the proposed activity or development as well as any

other structures on the site must be indicated on the site plan.

• Services, including electricity supply cables (indicate aboveground or underground), water

supply pipelines, boreholes, sewage pipelines, storm water infrastructure and access roads

that will form part of the proposed development must be clearly indicated on the site plan.

• Servitudes and an indication of the purpose of each servitude must be indicated on the

site plan.

• Sensitive environmental elements within 100m of the site must be included on the site plan,

including (but not limited to):

o Watercourses / Rivers / Wetlands

o Flood lines (i.e., 1:100 year, 1:50 year and 1:10 year where applicable);

o Coastal Risk Zones as delineated for the Western Cape by the Department of

Environmental Affairs and Development Planning (“DEAandDP”):

o Ridges;

o Cultural and historical features/landscapes;

o Areas with indigenous vegetation (even if degraded or infested with alien species).

• Whenever the slope of the site exceeds 1:10, a contour map of the site must be submitted.

• North arrow

A map/site plan must also be provided at an appropriate scale, which superimposes the

proposed development and its associated structures and infrastructure on the environmental

sensitivities of the preferred and alternative sites indicating any areas that should be avoided,

including buffer areas.

Site photographs Colour photographs of the site that shows the overall condition of the site and its surroundings

(taken on the site and taken from outside the site) with a description of each photograph. The

vantage points from which the photographs were taken must be indicated on the site plan, or

locality plan as applicable. If available, please also provide a recent aerial photograph.

Photographs must be attached to this BAR as Appendix C. The aerial photograph(s) should be

supplemented with additional photographs of relevant features on the site. Date of

photographs must be included. Please note that the above requirements must be duplicated

for all alternative sites.

Biodiversity

Overlay Map:

A map of the relevant biodiversity information and conditions must be provided as an overlay

map on the property/site plan. The Map must be attached to this BAR as Appendix D.

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FORM NO. BAR10/2019 Page 5 of 86

Linear activities

or development

and multiple

properties

GPS co-ordinates must be provided in degrees, minutes and seconds using the Hartebeeshoek

94 WGS84 co-ordinate system.

Where numerous properties/sites are involved (linear activities) you must attach a list of the Farm

Name(s)/Portion(s)/Erf number(s) to this BAR as an Appendix.

For linear activities that are longer than 500m, please provide a map with the co-ordinates taken

every 100m along the route to this BAR as Appendix A3.

ACRONYMS

DAFF: Department of Forestry and Fisheries

DEA: Department of Environmental Affairs

DEAand DP: Department of Environmental Affairs and Development Planning

DHS: Department of Human Settlement

DoA: Department of Agriculture

DoH: Department of Health

DWS: Department of Water and Sanitation

EMPr: Environmental Management Programme

HWC: Heritage Western Cape

NFEPA: National Freshwater Ecosystem Protection Assessment

NSBA: National Spatial Biodiversity Assessment

TOR: Terms of Reference

WCBSP: Western Cape Biodiversity Spatial Plan

WCG: Western Cape Government

ATTACHMENTS

Note: The Appendices must be attached to the BAR as per the list below. Please use a (tick) or a x (cross) to

indicate whether the Appendix is attached to the BAR.

The following checklist of attachments must be completed.

APPENDIX (Tick) or

x (cross)

Appendix A:

Maps

Appendix A1: Locality Map

Appendix A2:

Coastal Risk Zones as delineated in terms of

ICMA for the Western Cape by the Department

of Environmental Affairs and Development

Planning

x

Appendix A3: Map with the GPS co-ordinates for linear

activities x

Appendix B:

Appendix B1: Site development plan(s)

Appendix B2

A map of appropriate scale, which

superimposes the proposed development and

its associated structures and infrastructure on

the environmental sensitivities of the preferred

site, indicating any areas that should be

avoided, including buffer areas;

x

Appendix C: Photographs

Appendix D:

Biodiversity overlay map

Appendix D1: CBA, ESA Map

Appendix D2: National Freshwater Ecosystem Priority Areas Map

Appendix E: Permit(s) / license(s) / exemption notice, agreements, comments from State

Department/Organs of state and service letters from the municipality.

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FORM NO. BAR10/2019 Page 6 of 86

Appendix E1: Final comment/ROD from HWC x

Appendix E2: Copy of comment from Cape Nature x

Appendix E3: Final Comment from the DWS x

Appendix E4: Comment from the DEA: Oceans and Coast x

Appendix E5: Comment from the DAFF x

Appendix E6: Comment from WCG: Transport and Public

Works x

Appendix E7: Comment from WCG: DoA x

Appendix E8: Comment from WCG: DHS x

Appendix E9: Comment from WCG: DoH x

Appendix E10: Comment from DEA&DP: Pollution

Management x

Appendix E11: Comment from DEA&DP: Waste Management x

Appendix E12: Comment from DEA&DP: Biodiversity x

Appendix E13: Comment from DEA&DP: Air Quality x

Appendix E14: Comment from DEA&DP : Coastal Management x

Appendix E15: Comment from the local authority x

Appendix E16: Confirmation of all services (water, electricity,

sewage, solid waste management) x

Appendix E17: Comment from the District Municipality x

Appendix E18: Copy of an exemption notice x

Appendix E19 Pre-approval for the reclamation of land x

Appendix E20: Proof of agreement/TOR of the specialist studies

conducted. x

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FORM NO. BAR10/2019 Page 7 of 86

Appendix E21:

Proof of land use rights

Zoning Map

Appendix E22: Proof of public participation agreement for

linear activities x

Appendix F:

F1: Approved Public Participation Plan and Confirmation Letter.

F2: Register of I&APs

F3: Site Notice

F4: Newspaper Advert

F5: Notification Letter to I&APs

Appendix G:

Specialist Report(s)

G1: Major Hazard Installation Risk Assessment

G2: Freshwater Specialist Statement

Appendix H: EMPr

Appendix I: I1: Screening tool report

I2: Site Verification and Compliance Statement Reports

Appendix J: The impact and risk assessment for each alternative x

Appendix K:

Need and desirability for the proposed activity or development in

terms of this Department’s guideline on Need and Desirability (March

2013)/DEA Integrated Environmental Management Guideline x

Appendix L: Additional Information: Emergency Procedures, Contingency and

Fire Plans

Appendix M: CV of Chantel Muller

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FORM NO. BAR10/2019 Page 8 of 86

SECTION A: ADMINISTRATIVE DETAILS

Highlight the Departmental

Region in which the

intended application will fall

CAPE TOWN OFFICE: GEORGE OFFICE:

REGION 1

(City of Cape Town,

West Coast District

REGION 2

(Cape Winelands District

and

Overberg District)

REGION 3

(Central Karoo District and

Garden Route District)

Duplicate this section

where there is more than

one Proponent

Name of

Applicant/Proponent:

Gasfit (Pty) Ltd

Name of contact person

for Applicant/Proponent (if

other): Willem van Rooyen / Satish Bhugwathypersad

Company/ Trading

name/State

Department/Organ of

State:

Gasfit (Pty) Ltd

Company Registration

Number: 2016/376592/07

Postal address: 77 Tulbagh Road Worcester Postal code: 6850

Telephone: (023) 342 2474 / ( 011 ) 876 1285 Cell: 083 398 6368 / 082 573

1492

E-mail: [email protected]/

[email protected] Fax: ( 023 ) 342 8721

Company of EAP: Sillito Environmental Consulting

EAP name: Secondary EAP and Author of Report: Eugene Marais

Lead EAP/ Project Manager and Report Reviewer: Chantel Müller

Postal address: PO Box 30134, Tokai Postal code:7966

Telephone: (021) 712 5060 Cell: 072 677 2994

071 313 4193 E-mail: [email protected] Fax: ( )

Qualifications:

Lead EAP: Chantel Müller

M Phil in Environmental Management (2008) BA in Social Dynamics (2004)

Chantel Muller is a registered EAP with EAPSA as well as a member of the

International Association for Impact Assessment (IAIA).

Chantel is also an Accredited Professional with the Green Building Council

of South Africa.

Secondary EAP: Eugene Marais

Bachelor of Science Degree: Conservation Ecology

Master of Science Degree: Zoology

EAPASA registration no:

Duplicate this section

where there is more than

one landowner

Name of landowner:

Willem van Rooyen

Name of contact person

for landowner (if other): Willem van Rooyen

Postal address: 75 Tulbagh Street

Telephone:

E-mail:

Worcester Postal code: 6850

(023) 342 2474 Cell: 083 398 6368

[email protected] Fax: ( )

Name of Person in control

of the land:

Name of contact person

for person in control of the

land:

Same as the above (Willem van Rooyen)

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FORM NO. BAR10/2019 Page 9 of 86

Postal address:

Postal code:

Telephone: ( ) Cell:

E-mail: Fax: ( )

Duplicate this section

where there is more than

one Municipal Jurisdiction

Municipality in whose area

of jurisdiction the proposed

activity will fall:

Breede Valley Local Municipality

Contact person: Pieter Hartzenberg Postal address: Private Bag X3046

Worcester Postal code: 6849 Telephone 023 348 8631 Cell: 084 622 2060

E-mail: [email protected] Fax:

EXECUTIVE SUMMARY OF THE BASIC ASSESSMENT REPORT:

Introduction

Gasfit, an agent of Afrox, is planning install a bulk LPG storage and filling facility at the existing gas

storage depot, which is situated on Erf 5875 and 5876, Samuel Walters Road, Worcester, Western

Cape. Gasfit purchased the new storage site and began trading in filled cylinders at the site mid-

2019. Currently Gasfit transports filled cylinders from Afrox Epping branch (Cape Town) on a daily

basis to Worcester. The daily transporting of LPG is already a health and safety risk to the Gasfit staff,

as well as to members of the public, due to the risks associated with road transportation.

Market projections indicate an increase in LPG demand in the near future (due to increased

loadshedding by Eskom, convenience of using gas), trading in cylinders filled in Cape Town and

transported to site daily will add unnecessary inefficiencies, operating costs and increase safety risks

due to the increased volume of cylinders that need to managed to meet the market demand. The

proposed application is to enable cylinder filling on site by installing a 70m3 LPG bulk storage tank

and cylinder filling equipment rather than to transport filled cylinders from Cape Town.

Site description

The Gasfit depot is located within the urban edge of Worcester, adjacent to Samuel Walters Street,

which is located within the Industrial Zone of Worcester. The site is surrounded by industrial type

activities, with the Hex River approximately 400m east of the site. Please refer to the figure below

and Appendix A, which shows the location of the site.

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FORM NO. BAR10/2019 Page 10 of 86

Figure 1: Locality Map of the proposed development site (Source: Cape Farm Mapper, 2020).

Summary of Proposed Development

Please refer to the Site Layout Plan in Appendix B, and Figure 2 below.

In summary, the following is proposed:

a. 70m3 insulated LPG vessel

b. Cylinder filling pump: Corken F522

Max 300l/min

Motor 5.5kW

c. New road decant point for LPG tanker off-loading

d. Four off Profill Bizerba cylinder filling scales

e. Fire detection and suppression system (FDandS) consisting of following:

▪ Air/nitrogen supply from cylinders

▪ FDandS panel

▪ FDandS manifold

▪ 8mm SCAD tubing

▪ Deluge system at road decant point

Site Location

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FORM NO. BAR10/2019 Page 11 of 86

The development footprint of the proposed Gasfit gas depot is approximately 882m2.

As shown in the site plan below, bulk LPG will to be brought to the site via 20-ton (40 m3) road tankers.

The LPG will then be decanted into the new on-site bulk storage vessel from the road tanker, while

the road tanker is parked under the deluge (sprinkler) system at the road decant point. There will

be an overfill protection indicator to stop road tanker decanting to prevent overfilling of the vessel.

Empty gas cylinders will be brought to the facility on trucks, where they will be off-loaded for refilling

on site. Filling of cylinders from the proposed on-site LPG vessel will be carried out on the cylinder-

filling scales, which will be programmed to determine residual return gas in the cylinders and

calculate the exact amount of gas required for each cylinder.

The site will be adequately serviced with stormwater management infrastructure; a connection to

the municipal sewerage system; and with municipal water and electricity supply to the small office

block proposed.

Entrance to the site is proposed from the existing site entrance gate situated on Samuel Walters

Street, which runs along the eastern boundary of Erf 5875 and 5876.

Figure 2: Site Layout Plan (full A3 Site Plan included in Appendix B of this report)

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FORM NO. BAR10/2019 Page 12 of 86

Legislative Context

The proposed expansion of the existing diesel gas depot triggers the following activity, which is listed

in terms of 2014 EIA Regulations, as amended, published under the National Environmental

Management Act, Act No. 107 of 1998 (NEMA), and therefore requires an application for

Environmental Authorisation:

Activity No(s): Provide the relevant Basic Assessment Activity(ies)

as set out in Listing Notice 1

Describe the portion of the

proposed development to which

the applicable listed activity relates.

Activity 67 Phased activities for all activities-

i. listed in this Notice, which commenced

on or after the effective date of this

Notice; or

ii. similarly listed in any of the previous

NEMA notices, which commenced on or

after the effective date of such previous

NEMA Notices;

where any phase of the activity may be

below a threshold but where a

combination of the phases, including

expansions or extensions, will exceed a

specified threshold;

The proposed development

does not entail the increase

of gas storage capacity by

more than 80m3 but the total

combined capacity on site

will exceed the 80m3

threshold with the addition of

one 70m3 LPG storage tank.

As such, Activity 67 is

triggered and not Activity 51.

Planning Context

Erf 5875 and 5876 are currently zoned for industrial use in the Breede Valley Spatial Development

Framework Revision 2019-2020 (please see Appendix C) and is situated in the Worcester industrial

area. It is therefore concluded that no rezoning is required, and the proposed expansion is in line

with the intended use of the site for industrial purposes.

Major Hazard Installation Risk Assessment

An independent assessment of the Major Hazard Installation (MHI) risks was conducted at the Gasfit

storage Depot in Worcester by Nature and Business Alliance Africa (Pty) Ltd (please see Appendix

G1). In summary, the main findings of the MHI Risk Assessment are listed below.

• The Occupational Health and Safety Act (Act 85 of 1993) defines a major hazard installation

as “an installation-

▪ where more than the prescribed quantity of any substance is or may be kept,

whether permanently or temporarily; or

▪ where any substance is produced, used, handled or stored in such a form

and quantity that it has the potential to cause a major incident”.

• It was concluded in the MHI Risk Assessment that the Afrox facility and the LPG road tanker

are classified as a major hazard installation.

• The hazardous events identified by the MHI Risk Assessment that could occur at the facility

could be:

(a)An uncontrolled leak of LPG from the bulk storage tank.

(b)An uncontrolled leak of LPG from the delivery road tanker.

(c)An uncontrolled release of LPG from a cylinder at the filling platform

(d)An uncontrolled release of propane from a cylinder.

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(e)An uncontrolled release of acetylene from a cylinder.

(f)An uncontrolled release of ammonia from a cylinder.

(g)An uncontrolled release of Sulphur dioxide from a cylinder.

• As a result of the hazardous events, the identified potential major incidents were:

o Vapour cloud explosion

o Jet fire

o Toxic cloud

o BLEVE on bulk storage tank

o BLEVE on cylinder

o Toxic cloud

• The most critical effect that a major incident at the facility could have is a sulphur dioxide

toxic cloud or the release of LPG scenario.

• The risk profile of the facility is within the tolerable norm for public risk (1.00E-4) as well as the

norm for tolerable worker risk (1.00E-3) as recommended by the UK Health and Safety

Executive (HSE).

• Various mitigation measures have been recommended to be implemented to reduce the

risk. They have all been included in the EMPR.

The MHI Risk Assessment concluded the following:

• Residences are located 610 meters from the site and the occupants will be exposed to a

toxic sulphur dioxide gas cloud under low wind speed conditions, in case of a full release of

one cylinder.

• The level of risk posed by the facility to various populations immediately outside the site,

closest residences, vulnerable developments is highest for sulphur dioxide and LPG.

• The risks associated with the hazardous facilities on site can be tolerable provided the

recommended mitigation measures (ALARP) are implemented.

• The facility is classified as a major hazard installation, because a major incident at the site

will impact on members of the public outside the boundaries of the site.

• The LPG road tankers on site are classified as major hazard installations because a major

incident at the road tanker will impact on members of the public outside the boundary of

then site.

It was confirmed during discussions with the author of the MHI Risk Assessment, Dr Niemand, that

even if the adjacent erf is developed in the future, the health and safety risk is expected to be a

low risk because risk is a measure of the likelihood of an event and the consequence of an event.

With the proposed mitigation measures implemented, the likelihood of an event occurring is

exponentially low, resulting in the level of risk expected to be low. Dr. Niemand advised during the

discussions and in the MHI Risk Assessment that amongst other mitigation measures listed in the MHI

Assessment, key mitigation measures to reduce risk of impact to humans on the adjacent (currently

vacant) site would be the following:

• A safe separation distance of 236 meters from a BLEVE on the LPG storage tank should be

taken into consideration when planning for potential future development.

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Figure 3: Major Hazard Installation Risks associated with the proposed development (source: MHI, 2020).

Public Participation

A key component of the Basic Assessment process is public participation. Public participation allows

identified Interested and Affected Parties (I&AP’s) to assist in identifying issues or concerns around

the activity which may need further investigation or assessment.

The Draft Basic Assessment Report will be available for a 30 days public and Authority consultation

phase. The following means of notification of the availability of the Draft BAR will be provided:

• A newspaper advertisement will be published in the local newspaper.

• A Site Notice will be placed at the entrance to the existing site.

• A notification poster will be placed at the local café adjacent to the site.

• Additional arrangements will be made with the Adjacent Landowners and Occupiers to

ensure they receive a notification letter (See PPP Plan Appendix F1).

• An executive summary will be uploaded to SEC website as a data saving alternative.

• Electronic copies of the Draft BAR Report and EMP will be couriered to Key Commenting

Authorities

• A Notification email will be sent to all the I &APs to inform them about the availability of the

Draft BAR.

• The Draft BAR will be uploaded to SEC website.

• A reminder notification email will be sent to remind potential I&AP’s and Key Authorities to

comment.

Alternative Investigations

The NEMA EIA Regulations, 2014, as amended, require that an Applicant identify and investigate

alternative “means of meeting the general purposes and requirements of the activity” for which

authorisation is being applied for.

Site Alternatives:

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No site alternatives have been investigated as the proposed site for the expansion is an existing gas

depot with sufficient resources and space available for the proposed installation of a 70m3 LPG bulk

storage tank and associated infrastructure. The site is already zoned for industrial use. It is therefore

not reasonable to identify or assess site alternatives as this is an expansion activity not a new activity.

Activity/Technology Alternative:

No activity or Technology alternative exists, LPG can only be stored in carbon steel pressure vessels.

The only alternative would be to install two smaller LPG vessels, it would however increase installation

costs and increase the maintenance requirements. The installation of two smaller vessels will pose

no advantage to Afrox than rather installing one large LPG vessel.

No-Go Alternative:

The No-Go option will mean that Afrox will need to continue with their current daily operations of

transporting various gases from their Epping (Cape Town) branch to Worcester, which poses a much

greater health and safety risk than the installation of the bulk storage tank. Afrox actual gas

volumes, and predicted gas volumes show that during 2020 volume growth is expected to be ±750

tonnes, a 46% increase from 2019, with a possible 54% demand increase for 2021. The gas demand

has led to Afrox transporting gas on a daily basis from their Epping Branch (Cape Town), this

alternative is unfeasible, and increases the risk of staff or the public getting hurt due to an accident.

The preferred alternative, to install a bulk LPG storage tank is therefore needed and desired as it will

reduce the safety risks and will increase Afrox/Gasfit profits. No-Go alternative would result in the

existing facility being unable to provide for the projected future gas demand in the area and

therefore the expansion is needed to meet the demand.

Identification and Assessment of Impacts

The proposed upgrade entails the construction and operation of one 70m3 LPG bulk storage tank,

storage of 9 to 48kg gas vessels and associated infrastructure. The potentially significant impacts

identified as being associated with the depot are as follows:

Construction phase:

• Soil and Groundwater Contamination and Pollution: Fuel, oil, lubricants and other pollutants

may leak from vehicles/ machinery and contaminate the soil. Pollution and soil

contamination could also occur from chemical toilets, cement mixing directly on the soil

and stormwater runoff may flow over the site camp area and carry contaminants off-site.

• Fire, Health and Safety Risk: Exposure through breathing in vapors, swallowing hazardous

substances or skin contact may have possible health effects. There is a minor risk of a gas

cylinder release, as other gas cylinders will be stored on site during the construction phase.

• Dust and Noise Impacts: As a result of the construction phase of this development noise and

dust impacts are expected to occur in the area due to an increase in construction vehicles

and road tankers for the duration of the construction phase while materials are being

transported to the site and excavations are being made.

• Traffic, Safety and Access Impacts: As a result of the construction phase of this development

traffic impacts are expected to occur in the area due to an increase in construction vehicle

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and truck traffic in the area for the duration of the construction phase while materials are

being transported to the site. Road safety impacts and road condition impacts could also

occur.

• Visual Impacts: The construction phase is associated with temporary disturbance as a result

of construction (trench excavations, vehicles, machinery, fencing and signage) that may

have a negative visual impact on the public.

• Socio-economic – Creation of employment opportunities: Temporary employment

opportunities will be provided during the construction phase to those residing in the

geographical area.

Operational phase:

• Soil and Groundwater Contamination and Pollution: During the operational phase of the

proposed development soil and groundwater contamination could result due to delivery

and collection vehicles. In addition, if stormwater is not managed correctly there is the

potential for the unmanaged stormwater runoff to impact negatively on the environment,

potentially causing pollution and contamination.

• Traffic and Safety Impacts: Traffic impacts are expected to occur for the duration of the

operational phase of the activity as a result of the additional vehicles making use of the gas

depot. This could lead to safety impact or damage to road infrastructure.

• Fire, Health and Safety Impact: Exposure through breathing in vapors or skin contact may

have possible health effects. The hazardous events identified by the MHI Risk Assessment

that could occur at the facility could be an uncontrolled leak of gas at the depot from a

bulk storage tank or an uncontrolled leak of gas from the delivery road tanker. As a result of

the hazardous events, the identified potential major incidents could be the release of LPG

gas or a Sulphur dioxide gas cloud due to the full release of a gas cylinder.

• Air Quality Impact: Gas vapour emissions may cause an odour nuisance or health impacts

to adjacent residents, staff on site or to users of the gas depot.

• Socio Economic Benefit: Creation of new permanent job opportunities.

• Socio Economic Benefit: Supply of gas to the surrounding towns and communities, and

additional income opportunity for Afrox and Gasfit as they can meet the demand and job

creation.

The EAP has assessed the impacts associated with the gas depot to be as follows, after mitigation:

Table 1: Construction and operational phase impacts associated with the proposed development.

CONSTRUCTION PHASE IMPACTS and BENEFITS

IMPACT IMPACT SIGNIFICANCE AFTER

MITIGATION

Soil and Groundwater Contamination and Pollution Low (-)

Visual Impact Low (-)

Dust and Noise Impact Low (-)

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Fire, Health and Safety Risk Low - Medium (-)

Traffic, Safety and Access Low (-)

Socio-economic benefit – creation of 20 temporary employment opportunities Low – Medium (+)

OPERATION PHASE IMPACTS

IMPACT IMPACT SIGNIFICANCE AFTER

MITIGATION

Soil and Groundwater Contamination and Pollution Low - Medium (-)

Fire, Health and Safety Risk Low - Medium (-)

Air Quality: Gas Vapour Emissions Low (-)

Traffic and Safety Low (-)

Socio-economic benefit – creation of permanent employment opportunities Low – Medium (+)

Socio-economic benefit – gas supply to community and surrounding towns

and income opportunity for Afrox and Gasfit Medium (+)

The Basic Assessment has determined that none of these associated impacts have been found to

be of an unacceptable level; all of these impacts can either be avoided or minimised to an

acceptable level of risk, provided that the mitigation measures recommended in the EMPr are

followed.

Conclusions and Recommendations by the EAP

The most significant impact of the development proposal is the potential health and safety risk. The

MHI Risk Assessment found that a major incident such as the release of LGP or sulphur dioxide will

impact the surrounding community outside of the site boundaries. However, if the mitigation

measures recommended by the Major Hazard Installation Risk Specialist is implemented, the

likelihood of an event occurring is exponentially low, resulting in the level of risk to be low. It is also

recommended that future developments on the vacant properties adjacent to the site must have

a safe separation distance of 236 meters, in case a BLEVE on the LPG storage tank.

In terms of benefits, the depot upgrade will provide job opportunities to the community during the

construction/installation and operational phases, an income stream for the applicant as well as

additional provision of gas supply services needed in the area by the community.

Given the low-medium significance of the impacts assessed and because of the fact that the

likelihood of an incident occurring is very low, the socio-economic benefit of this project should be

realised and the EAP recommends that this site should be developed with the proposed

development.

The implementation of the design, construction and operational phase measures contained in the

EMPr in Appendix H, will maximize the benefits and avoid/ minimize any environmental risks

associated with the upgrade. It is in this case of particular importance to manage the health and

safety risk associated with the exposure to hazardous gasses and gas vapours.

There is thus adequate motivation for the Gasfit gas depot upgrade to proceed under the following

recommended conditions of approval:

• The mitigation measures listed in the EMPR must be strictly implemented.

• A fire wall of 3,6 meters will be constructed on the eastern boundary, adjacent to the LPG storage

tank.

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• The tanks must be installed according to the following SANS:

o All relevant electrical works must be compliant with SANS 10108

All LPG storage and filling installations must comply with SANS 10087-7

o All relevant building works must comply with SANS 10400

o SANS 10087-3 (2008) (English): The handling, storage, distribution and maintenance of

liquefied petroleum gas in domestic, commercial, and industrial installations Part 3: Liquefied

petroleum gas installations involving storage vessels of individual water capacity exceeding

500 L

The following plans and procedures must be produced prior to construction taking place (as per

design phase requirements listed in the EMPR):

o Stormwater Management Plan.

o Spill Contingency Plan.

o Fire Plan.

o Update Emergency Response Plan.

o Update Preventative Maintenance Plans.

• The installation of the Aboveground Storage Tank and associated pipework must comply with the

National Building Regulations and Standards Act No. 103 of 1977.

• The installation must comply with local authority bylaws and all procedures and equipment used

must be in accordance with the Occupational Health and Safety Act (No. 85 of 1993).

• Upon completion of the UST installation, an engineer is to inspect and verify that the tanks and

the associated infrastructure have been installed as per the design criteria described in the final

BAR and to all required SABS / SANS standards and applicable legislation.

The implementation of the design, construction and operational phase measures contained in the

EMPr in Appendix H, will maximize the benefits and minimize any environmental risks associated with

the proposal. Adherence to the EMPr should be made a condition of authorization. There is thus

adequate motivation for the gas depot expansion to proceed.

SECTION B: CONFIRMATION OF SPECIFIC PROJECT DETAILS AS INLCUDED IN THE APPLICATION FORM

1. Is the proposed development (please

tick): New Expansion X

2. Is the proposed site(s) a brownfield of greenfield site? Please explain.

Brownfield site. The site is located in the industrial area of Worcester and contains existing paved

areas and buildings.

3. For Linear activities or developments

3.1. Provide the Farm(s)/Farm Portion(s)/Erf number(s) for all routes:

3.2. Development footprint of the proposed development for all alternatives. m²

3.3.

Provide a description of the proposed development (e.g. for roads the length, width and width of the road reserve

in the case of pipelines indicate the length and diameter) for all alternatives.

3.4. Indicate how access to the proposed routes will be obtained for all alternatives.

3.5.

SG Digit

codes of

the

Farms/Farm

Portions/Erf

numbers

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for all

alternatives

3.6. Starting point co-ordinates for all alternatives

Latitude (S) º ‘ “

Longitude (E) º ‘ “

Middle point co-ordinates for all alternatives

Latitude (S) º ‘ “

Longitude (E) º ‘ “

End point co-ordinates for all alternatives

Latitude (S) º ‘ “

Longitude (E) º ‘ “

Note: For Linear activities or developments longer than 500m, a map indicating the co-ordinates for every 100m along the

route must be attached to this BAR as Appendix A3.

4. Other developments

4.1. Property size(s) of all proposed site(s): 4276m2

4.2. Developed footprint of the existing facility and associated infrastructure (if applicable): 3118m2

4.3. Development footprint of the proposed development and associated infrastructure size(s) for all

alternatives: 882m2

4.4. Provide a detailed description of the proposed development and its associated infrastructure (This must include

details of e.g. buildings, structures, infrastructure, storage facilities, sewage/effluent treatment and holding facilities).

Gasfit proposes to install a 70m3 LPG storage vessel at their Worcester site. The vessel will be insulated

with passive insulation in compliance with NFPA 58.

Road tanker will be offloaded under a deluge system.

There will be four off Profill Bizerba cylinder filling scales for filling of cylinders from CADAC to 48kg

cylinders.

The following new equipment to be installed:

a. 70m3 insulated LPG vessel

b. Cylinder filling pump: Corken F522

i. Max 300l/min

ii. Motor 5.5kW

c. New road decant point for LPG tanker off-loading

d. Four off Profill Bizerba cylinder filling scales

e. Fire detection and suppression system (FD&S) consisting of following:

▪ Air/nitrogen supply from cylinders

▪ FD&S panel

▪ FD&S manifold

▪ 8mm SCAD tubing

▪ Deluge system at road decant point

EQUIPMENT SPECIFIC

1. 70m3 LPG Vessel

o The vessel is filled to a level of 85%.

o The vessel to hydro-tested (to 22bar) on site once placed in its final position on site.

o The vessel will have level measurement via a Rochester centre mount gauge. There will

be overfill protection indicator to stop road tanker decanting to prevent overfilling of

the vessel.

o The trycock and overfill protection is set at a level of 92% of linear height.

2. Cylinder filling

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o The bypass on the pump is set at 6 bar differential pressure. This results in a rated

delivery rate of about 300 litre/min on cylinder filling.

o Pump is also interlocked to the FD&S system.

o Pump have local start/stop at pump, but only pump stop at road decant point.

o Scales are programmed to determine residual return gas in cylinders and then

calculate the exact amount of gas for that cylinder size.

3. Road tanker decant point

o A 32mm ACME filling coupling point to be provided at the decant point.

4. Fire detection and suppression system (FD&S)

o Primary air/nitrogen cylinder supplies air/nitrogen to maintain the pressure in the SCAD

tubing detection loop between 450 kPa(g) and 600 kPa(g).

o A back-up cylinder supply kicks in at 450kPa(g) in the event of supply failure from the

primary source. This is a standby facility to maintain operation.

o The detection loop will have 2 zones. One zone covers the cylinder filling dock and the

other the road tanker decant point and storage vessel.

o A break in the fire detection loop will drop the pressure in the respective loop causing all

the actuated valves around the installation to close and shutdown power. The zone

around the road tanker will also cause the deluge system to activate.

o Activation time of the system is reduced using solenoid actuated valves, which activates

to dump any residual air in the detection loop, hence aiding de-pressurisation of the loop.

They are activated once fire alarm is activated at 300kPa(g).

o The fire alarm cut off the power to the various drives and shut down the plant.

TRANSPORT OPERATIONS

o Full gas cylinders (mixed load or only LPG) is brought to site by road on cylinder trucks and

stored on site.

o Cylinder trucks are loaded on site for distribution to customers.

o Trucks will return from customers with empty cylinders. LPG cylinders will be refilled on site.

o Other empty cylinders returned by road to Afrox Epping site for refilling.

Bulk LPG will be brought to site using a 20ton (40m3) road tanker. LPG is decanted into the bulk

storage vessel from the road tanker. Road tanker parks under a sprinkler system.

4.5. Indicate how access to the proposed site(s) will be obtained for all alternatives.

Access will be obtained via the existing access gate off Samuel Walters street.

4.6.

SG Digit code(s) of

the proposed site(s)

for all alternatives: C 0 8 5 0 0 0 4 0 0 0 0 5 8 7 5 0 0 0 0 0

C 0 8 5 0 0 0 4 0 0 0 0 5 8 7 6 0 0 0 0 0

4.7.

Coordinates of the proposed site(s) for all alternatives:

Latitude (S) 33° 38′ 43.38″

Longitude (E) 19° 28′ 31.82″

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SECTION C: LEGISLATION/POLICIES AND/OR GUIDELINES/PROTOCOLS

1. Exemption applied for in terms of the NEMA and the NEMA EIA Regulations

2. Is the following legislation applicable to the proposed activity or development.

The National Environmental Management: Integrated Coastal Management Act, 2008 (Act No. 24

of 2008) (“ICMA”). If yes, attach a copy of the comment from the relevant competent authority as

Appendix E4 and the pre-approval for the reclamation of land as Appendix E19.

YES NO

The National Heritage Resources Act, 1999 (Act No. 25 of 1999) (“NHRA”). If yes, attach a copy of

the comment from Heritage Western Cape as Appendix E1.

YES NO

The National Water Act, 1998 (Act No. 36 of 1998) (“NWA”). If yes, attach a copy of the comment

from the DWS as Appendix E3.

YES NO

The National Environmental Management: Air Quality Act, 2004 (Act No. 39 of 2004) (“NEM:AQA”). If yes, attach a copy of the comment from the relevant authorities as Appendix E13.

YES NO

The National Environmental Management Waste Act (Act No. 59 of 2008) (“NEM:WA”) YES NO

The National Environmental Management Biodiversity Act, 2004 (Act No. 10 of 2004 (“NEMBA”). YES NO

The National Environmental Management: Protected Areas Act, 2003 (Act No. 57 of 2003)

(“NEMPAA”).

YES NO

The Conservation of Agricultural Resources Act, 1983 (Act No. 43 of 1983). If yes, attach comment

from the relevant competent authority as Appendix E5.

YES NO

3. Other legislation

List any other legislation that is applicable to the proposed activity or development.

Spatial Planning Land Use Management Act 16 of 2013

Mineral and Petroleum Resources Act 49 of 2008

National Energy Regulator Act 40 of 2004

The national Environmental Management Act, Act 107 of 1998, as amended.

o The expansion of the gas storage depot will take place according to the conditions set out in

the NEMA, whereby environmental authorization is required for the expansion of facilities for the

storage and handling of a dangerous good, where such activity is a phased development

where any phase of the activity may be below a threshold but where a combination of the

phases, including expansions or extensions, will exceed a specified threshold.

Occupational Health and Safety Act 85 of 1993

o The Occupational Health and Safety Act (Act 85 of 1993) defines a major hazard installation as

“an installation-

a. where more than the prescribed quantity of any substance is or may be kept,

whether permanently or temporarily; or

b. where any substance is produced, used, handled or stored in such a form and

quantity that it has the potential to cause a major incident”.

The proposed expansion could potentially impact on people outside of the boundary of the site

and is therefore defined as a major hazard installation.

Major Hazardous Installation Regulations issued in Terms of Occupational Health and Safety.

Nature and Business Alliance Africa (Pty) Ltd conducted an MHI Risk Assessment in line with the MHI

Regulations. The site has been registered by Nature and Business Alliance Africa (Pty) Ltd with the

municipality as an MHI installation.

Has exemption been applied for in terms of the NEMA and the NEMA EIA Regulations. If yes, include

a copy of the exemption notice in Appendix E18. YES NO

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Disaster Management Act, 57 of 2002

This Act defines “disaster” and “disaster management”. Chapter 5 outlines the requirements for

Municipal disaster management. When a disastrous event occurs or is threatening to occur in the

area of a municipality, the disaster management centre of the municipality concerned must

determine whether the event should be regarded as a disaster in terms of this Act, and if so, must

immediately-

a. initiate efforts to assess the magnitude and severity or potential magnitude and

b. inform the National Centre and the relevant provincial disaster management centre of the

disaster and its initial assessment of the magnitude and severity or potential magnitude and

severity of the disaster;

c. alert disaster management role-players in the municipal area that may be of assistance.

d. initiate the implementation of any contingency plans and emergency procedures;

Breede valley Municipality Fire Safety By-law

This by law outlines various requirements for a fire-safe environment on site and has been taken into

account in the design of the site, the EMPR Requirements and the MHI Assessment.

Fire Brigade Services Act,99 of 1987

This Act provide for the establishment, maintenance, employment, co-ordination and

standardization of fire brigade services; and for matters connected therewith and provides for the

establishment of the Chief Fire Officer in the municipality.

4. Policies

Explain which policies were considered and how the proposed activity or development complies and responds to these

policies.

Western Cape Spatial Development Framework (PSDF), 2009

The principles governing development in the Western Cape, which are contained in the PSDF,

were referred to in the investigation of the Need and Desirability of the expansion of the gas

storage depot.

Integrated Development Plan and Spatial Development Framework of the Breede Valley

Municipality 2019-2020

The policy was used to assess whether the proposed development aligns the IDP and SDF of the

Breede Valley Municipality.

DEA Integrated Environmental Management Guidelines Series, Guideline 5: Assessment of

Alternatives and Impacts in support of the Environmental Impact Assessment Regulations.

These guidelines were used to guide the EAP in decision making and assessment regarding

development alternatives and the associated impacts.

Western Cape Noise Regulations (2013)

The proposed development will comply with these Regulations, gas storage and delivery are not

a noise producing activity.

5. Guidelines

List the guidelines which have been considered relevant to the proposed activity or development and explain how they

have influenced the development proposal.

DEA&DP EIA Guideline Information Document

on Need and Desirability, March 2013

These guidelines were used to guide the EAP

to ensure all the requirements with regards to

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DEA&DP EIA Guideline Information Document

on Alternatives, March 2013

the consideration of alternatives, public

participation and procedures to assess the

need and desirability were assessed and

inquired. These guidelines were considered

during the BAR and preparation of this report.

DEA&DP EIA Guideline Information Document

on Public Participation, March 2013

DEA&DP EIA Guideline Information Document

on Environmental Management Plans, July

2005

DEA&DP Guideline for Determining the Scope

of Specialist Involvement, June 2005

6. Protocols

Explain how the proposed activity or development complies with the requirements of the protocols referred to in the NOI

and/or application form

The following screening protocols were identified from the screening report:

1. Agricultural Theme

2. Terrestrial Biodiversity Theme

3. Aquatic Biodiversity Theme

4. Noise Impacts

The site is complete transformed and located within an industrial area, the only protocol where

specialist input was provided, was for the aquatic features located more than 300m east of the

site. Please see Appendix I2, the site sensitivity verification report, which summarises the

applicability of the protocols, and the sensitivity verification.

The sensitivities that were identified in the screening tool were as follows:

Theme Very High

Sensitivity

High Sensitivity Medium

Sensitivity

Low Sensitivity

Agricultural Theme X

Animal Species

Theme

X

Aquatic Biodiversity

Theme

X

Archaeological and

Cultural Heritage

Theme

X

Civil Aviation Theme X

Plant Species Theme X

Defence Theme X

Terrestrial Biodiversity

Theme

X

The table above indicates the potential sensitivity ratings from the screening report (Appendix I).

Site verification was carried out to confirm the sensitivity of the plant species and animal species,

as required by the report.

Site Verification

A site visit was carried out to verify whether the sensitivities as recorded in the Screening Report

(Appendix I) are correct. The purpose of the site visit was to determine whether the on-site

condition/characteristics are in line with the findings from the screening report.

As required by the Screening Tool’s General Requirements for undertaking an initial site

verification where no specific assessment protocol has been identified (GNR 648, 10 May 2019).

As per the regulation, the first step in the site verification process is the analysis of satellite imagery.

The following image of the site was taken on 28 January 2020, the Google Earth imagery shows

that the site is completely transformed and located within an area surrounded by other industrial

businesses.

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Figure 4: Locality Map of proposed development site (Source: Google Earth Pro, 2020).

In terms of the animal sensitivity, none of the species listed in the Screening Tool Report was

recorded on site. The site is completely transformed with no natural vegetation or significant

biodiversity features. The site is already established and operational, therefore no impacts are

expected to terrestrial biodiversity.

The site is located within the Worcester Industrial area; therefore, no significant noise impacts are

expected. Ground truthing was done by a freshwater specialist, as there are several watercourses

adjacent to the development site, to determine potential freshwater impacts resulting from the

proposed development.

SECTION D: APPLICABLE LISTED ACTIVITIES

List the applicable activities in terms of the NEMA EIA Regulations

Activity No(s): Provide the relevant Basic Assessment Activity(ies)

as set out in Listing Notice 1

Describe the portion of the proposed

development to which the applicable listed

activity relates.

Activity 67 Phased activities for all activities-

i. listed in this Notice, which commenced

on or after the effective date of this

Notice; or

ii. similarly listed in any of the previous

NEMA notices, which commenced on or

after the effective date of such previous

NEMA Notices;

where any phase of the activity may be

below a threshold but where a

combination of the phases, including

expansions or extensions, will exceed a

specified threshold;

The proposed development does not

entail the increase of gas storage

capacity by more than 80m3 but the

total combined capacity on site will

exceed the 80m3 threshold with the

addition of one 70m3 LPG storage tank.

As such, Activity 67 is triggered and not

Activity 51.

Activity No(s): Provide the relevant Basic Assessment Activity(ies)

as set out in Listing Notice 3

Describe the portion of the proposed

development to which the applicable listed

activity relates.

N/A

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FORM NO. BAR10/2019 Page 25 of 86

Note:

• The listed activities specified above must reconcile with activities applied for in the application form. The onus is on the

Applicant to ensure that all applicable listed activities are included in the application. If a specific listed activity is not included

in an Environmental Authorisation, a new application for Environmental Authorisation will have to be submitted.

• Where additional listed activities have been identified, that have not been included in the application form, and amended

application form must be submitted to the competent authority.

List the applicable waste management listed activities in terms of the NEM:WA

Activity No(s): Provide the relevant Basic Assessment Activity(ies)

as set out in Category A

Describe the portion of the proposed

development to which the applicable listed

activity relates.

N/A

List the applicable listed activities in terms of the NEM:AQA

Activity No(s):

Provide the relevant Listed Activity(ies)

Describe the portion of the proposed

development to which the applicable listed

activity relates.

N/A

SECTION E: PLANNING CONTEXT AND NEED AND DESIRABILITY

1. Provide a description of the preferred alternative.

The development proposal is for the installation of one 70m3 LPG storage tank, associated

infrastructure, and the storage of 9-48kg LPG cylinders. The 70m3 cylinder will be installed in an

existing and operational gas storage depot, therefore no layout or site alternatives have been

investigated.

The preferred development proposal comprises of the installation of a 70m3 LPG storage tank and

its associated infrastructure on Erf 5875 and 5876, which is located within the Worcester Industrial

Area, and zoned as Industrial Zone 1.

There are no sensitive natural or cultural areas in close proximately to the site, the site is not within a

Critical biodiversity Area and is situated approximately 400m from the Hex River and its associated

wetlands, additionally the freshwater specialist concluded that the proposed development will

have no impacts on the adjacent watercourses (Appendix G2). The existing infrastructure at the site

makes the proposed location the most financially feasible alternative for Gasfit as the site is owned

by Gasfit. It is therefore not reasonable or feasible to consider site alternatives.

Therefore, only Erf 5875 and 5876, Samuel Walters Street, Worcester, is the only site assessed in the

EIA Process.

2. Explain how the proposed development is in line with the existing land use rights of the property as you

have indicated in the NOI and application form? Include the proof of the existing land use rights

granted in Appendix E21.

The proposed development entails the installation of a 70m3 LPG storage tank and its associated

infrastructure on Erf 5875 and 5876, located within the Worcester Industrial Area, and zoned as

Industrial Zone 1. The proposed development is an expansion to an already existing and operating

gas storage depot.

3. Explain how potential conflict with respect to existing approvals for the proposed site (as indicated in

the NOI/and or application form) and the proposed development have been resolved.

There are no existing approval conflicts associated with the proposed development.

4. Explain how the proposed development will be in line with the following?

4.1 The Provincial Spatial Development Framework.

Job opportunities as well as additional services will be provided in the community.

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FORM NO. BAR10/2019 Page 26 of 86

4.2 The Integrated Development Plan of the local municipality.

The site is within the Worcester urban edge, aligns with the existing land use rights and is zoned for

industrial use in the Breede Valley Spatial Development Framework (Appendix M).

4.3. The Spatial Development Framework of the local municipality.

The site is within the Worcester urban edge, aligns with the existing land use rights and is zoned for

industrial use in the Breede Valley Spatial Development Framework (Appendix M).

4.4. The Environmental Management Framework applicable to the area.

No EMP has been developed for the Worcester area. The site is located within the industrial area of

Worcester, consisting of built up, concrete and paved, surfaces. The site does not fall within any

Critical Biodiversity Areas. The site does however contain patches of Ecological Support Areas,

which would have been mapped prior to the development of the site.

5. Explain how comments from the relevant authorities and/or specialist(s) with respect to biodiversity

have influenced the proposed development.

A pre-application meeting was held with DEAandDP on 12 March 2020, where it was confirmed that

no biodiversity studies will be required, except for the on-site verification of the watercourses by a

Freshwater Specialist. The site is an existing and operating facility, therefore the installation of the

70m3 LPG storage tank, and its associated infrastructure will have minimal biodiversity impacts, and

does not require any other biodiversity specialist input.

6. Explain how the Western Cape Biodiversity Spatial Plan (including the guidelines in the handbook) has

influenced the proposed development.

The WCBSP notes that there are five basic steps to follow when using the BSP Map to determine the

biodiversity context of a proposed lands, and to identify possible impacts to terrestrial and that may

require additional investigation.

Step 1: Desktop Mapping and Information Gathering

Prior to the site visit various biodiversity resources were consulted, by analysing the BSP Map, the

associated land use guidelines and the underlying GPS layers. Information regarding vegetation

types, conservation status, aquatic features etc were included in the preliminary assessment.

Step 2: Verify Desktop Results

A site visit was carried out to verify/ground-truth the results from the desktop analysis. The ESA

mapping indicated that patches of Ecological Support Areas were present within the site, the site

has however been completely transformed and consist of hard paved and concrete surfaces.

Therefore, no further or other impacts to biodiversity are expected at the proposed development

site, due to the current condition of the site.

No further investigation is therefore required with regards to opportunities to conserve biodiversity,

as the site is already completely transformed.

7. Explain how the proposed development is in line with the intention/purpose of the relevant zones as

defined in the ICMA.

N/A 8. Explain whether the screening report has changed from the one submitted together with the

application form. The screening report must be attached as Appendix I.

The screening report has not been submitted previously, the same screening report will be submitted

with the Application form and Draft BAR (attached as Appendix I).

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FORM NO. BAR10/2019 Page 27 of 86

9. Explain how the proposed development will optimise vacant land available within an urban area.

The proposed development is consistent with the land uses of the area. The additional storage

capacity will utilise the land use as gas demand is increasing significantly in the Worcester area,

therefore, the installation of additional infrastructure to store gas will benefit the surrounding

community. The increase in trade will also increase regional profit, and specifically the local

economy, compared to no development of the land parcel. The proposed development will

increase land utilisation within the urban area, as Afrox will install the bulk LPG storage tank within

the existing Gasfit depot rather than obtaining a new undeveloped erf.

10. Explain how the proposed development will optimise the use of existing resources and infrastructure.

The site is established and operational, the additional LPG storage capacity will result in increased

gas usage, and in return reduce electricity demand. The additional storage of gas will increase gas

utilisation as gas will be readily available to the community. The increase in gas usage and availably

will contribute to the local economy, as Gasfit has experienced a rapid demand growth from 2017

and predict that demand will increase significantly to 2021. Therefore, by installing additional LPG

storage space, Gasfit will be able to meet LPG demands, and contribute to the local economy/

financial resources in a safer and more feasible manner.

11. Explain whether the necessary services are available and whether the local authority has confirmed

sufficient, spare, unallocated service capacity. (Confirmation of all services must be included in

Appendix E16).

No new or other services are required, as the site is located within the Worcester industrial zone, and

already serviced by the Breede River local municipality.

12. In addition to the above, explain the need and desirability of the proposed activity or development in

terms of this Department’s guideline on Need and Desirability (March 2013) or the DEA’s Integrated

Environmental Management Guideline on Need and Desirability. This may be attached to this BAR as

Appendix K.

The Need and Desirability Guideline of 2013 1 explains that the need and desirability is determined

by considering the broader community’s needs and interests as reflected in a credible IDP, SDF and

EMF for the area, and as determined by the EIA. It is further also highlighted that society in general

should improve the efficiency and responsibility with which we use resources, and improve on the

level of integration of social, economic, ecological and governance systems. The need and

desirability therefore need to illustrate how a development integrates the socio-economic,

ecological and political aspect in a beneficial manner.

The proposed development will entail an expansion of infrastructure (installation of a 70m3 LPG Bulk

storage tank. The site is therefore already established and operational. The site is aligns with the

current land use rights of the area as it is located within the Industrial Zone of Worcester. The site is

zoned as Industrial Zone 1, and therefore does not conflict with the SDF of IDP.

The site is located within the urban edge of Worcester, and primarily consist of hard paved and

concrete surfaces. The site does not fall within any conservation or biodiversity zones. The locality of

the site and the possible impacts to the surrounding communities were assessed in the MHI Risk

Assessment. The assessment suggested that if a major hazardous spill should occur, communities

surrounding the development site would be affected by a toxic gas cloud, the extent of the impact

will be determined by the weather conditions. It is however highly unlikely that a major hazardous

event would occur, furthermore, several mitigation measures will be implemented to reduce the risk

of a major hazardous event occurring.

Therefore, impacts to the surrounding community’s health and wellbeing may be affected by the

proposed development, if a major hazardous event would occur. It is expected that the site will

have limited visual/ aesthetic impacts, noise pollution, fumes and dust, under normal operational

procedures. Mitigation measures described in the BAR and EMPr will be applied to decrease these

impacts to a level where people’s health and wellbeing will not be impacted upon.

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FORM NO. BAR10/2019 Page 28 of 86

The development is needed and desired because negative impacts associated with the No-Go

alternative include lack of temporary and permanent job opportunities, the additional profit

opportunity cost lost for Afrox and Gasfit, and the opportunity cost lost to supply gas to the

surrounding towns.

The No-Go option will mean that Afrox will need to continue with their current daily operations of

transporting various gases from their Epping (Cape Town) branch to Worcester, which poses a much

greater health and safety risk than the installation of the bulk storage tank. Afrox actual gas

volumes, and predicted gas volumes show that during 2020 volume growth is expected to be ±750

tonnes, a 46% increase from 2019, with a possible 54% demand increase for 2021. The gas demand

has led to Afrox transporting gas on a daily basis from their Epping Branch (Cape Town), this

alternative is unfeasible, and increases the risk of staff or the public getting hurt due to an accident.

The preferred alternative, to install a bulk LPG storage tank is therefore needed and desired as it will

reduce the safety risks and will increase Afrox and Gasfit profits. No-Go alternative would result in

the existing facility being unable to provide for the projected future gas demand in the area and

therefore the expansion is needed to meet the demand.

SECTION F: PUBLIC PARTICIPATION

The Public Participation Process (“PPP”) must fulfil the requirements as outlined in the NEMA EIA Regulations and must be attached

as Appendix F. Please note that If the NEM: WA and/or the NEM: AQA is applicable to the proposed development, an

advertisement must be placed in at least two newspapers.

1. Exclusively for linear activities: Indicate what PPP was agreed to by the competent authority. Include proof of this agreement

in Appendix E22.

No linear activity is proposed.

2. Confirm that the PPP as indicated in the application form has been complied with. All the PPP must be included in Appendix

F.

The PPP has not commenced yet but will be in accordance with Chapter 6 of the 2014 NEMA EIA

Regulations, as amended. The new Directions issued by DEFF was incorporated into the approved

PPP Plan (Appendix F1). All PPP proof will be attached as Appendix F in the Final BAR.

3. Confirm which of the State Departments and Organs of State indicated in the Notice of Intent/application form were

consulted with.

The following Departments, in addition to DEAD, will be invited to comment on the Draft BAR:

Breede Gouritz Catchment Management Agency Mr. Jan Van Staden

Elkerine Rossouw

Department of Transport and Public Works Grace Swanepoel

DEA and DP: Waste Directorate Thorstern Aab

DEA and DP: Pollution and Chemicals Directorate

Zayed Brown

Gunther Frantz

Cape Nature Phillipa Huntly

DEA and DP: Air Quality Directorate

Joy Leaner

DEA and DP: Development Management Directorate

Region 2

Kobus Munro

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FORM NO. BAR10/2019 Page 29 of 86

Cape Winelands District Municipality

Office of the Municipal Manager

Mr H Prins

Cape Winelands District Municipality

Technical Services

F Van Eck

Breede Valley Municipality Ward 8 Councillor MT Williams

Breede Valley Municipality: Technical Services Jaco Steyn

Breede Valley: Environmental Management

4. If any of the State Departments and Organs of State were not consulted, indicate which and why.

Heritage Western Cape will not be consulted with, since the installation of the gas storage tank is

within an existing operational site, and will not affect any items of cultural heritage significance

based on the thresholds specified in terms of Section 38 of the National Heritage Resources Act

(Act 25 of 1999).

5. if any of the State Departments and Organs of State did not respond, indicate which.

All the comments received during the 30-day PPP on the Draft BAR will be summarised and

attached to the Final BAR for Review. A commends and Response Report will be attached to the

Draft BAR as Appendix F.

6. Provide a summary of the issues raised by IandAPs and an indication of the manner in which the issues were incorporated into

the development proposal.

No PPP has been carried out to date. All the comments received during the comment period on

the Draft BAR will be summarised and attached to the Final BAR for review. A Comments and

Response Report will be attached to the Final BAR as Appendix F.

Note:

A register of all the IandAP’s notified, including the Organs of State, and all the registered IandAPs must be included in Appendix

F. The register must be maintained and made available to any person requesting access to the register in writing. The EAP must notify IandAP’s that all information submitted by IandAP’s becomes public information.

Your attention is drawn to Regulation 40 (3) of the NEMA EIA Regulations which states that “Potential or registered interested

and affected parties, including the competent authority, may be provided with an opportunity to comment on reports and

plans contemplated in subregulation (1) prior to submission of an application but must be provided with an opportunity to

comment on such reports once an application has been submitted to the competent authority.”

All the comments received from IandAPs on the pre -application BAR (if applicable and the draft BAR must be recorded,

responded to and included in the Comments and Responses Report and must be included in Appendix F.

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FORM NO. BAR10/2019 Page 30 of 86

All information obtained during the PPP (the minutes of any meetings held by the EAP with IandAPs and other role players

wherein the views of the participants are recorded) and must be included in Appendix F.

Please note that proof of the PPP conducted must be included in Appendix F. In terms of the required “proof” the following is

required:

• a site map showing where the site notice was displayed, dated photographs showing the notice displayed on site and

a copy of the text displayed on the notice;

• in terms of the written notices given, a copy of the written notice sent, as well as:

o if registered mail was sent, a list of the registered mail sent (showing the registered mail number, the name of the

person the mail was sent to, the address of the person and the date the registered mail was sent);

o if normal mail was sent, a list of the mail sent (showing the name of the person the mail was sent to, the address

of the person, the date the mail was sent, and the signature of the post office worker or the post office stamp

indicating that the letter was sent);

o if a facsimile was sent, a copy of the facsimile Report;

o if an electronic mail was sent, a copy of the electronic mail sent; and

o if a “mail drop” was done, a signed register of “mail drops” received (showing the name of the person the notice

was handed to, the address of the person, the date, and the signature of the person); and

• a copy of the newspaper advertisement (“newspaper clipping”) that was placed, indicating the name of the

newspaper and date of publication (of such quality that the wording in the advertisement is legible).

SECTION G: DESCRIPTION OF THE RECEIVING ENVIRONMENT

All specialist studies must be attached as Appendix G.

1. Groundwater

1.1. Was a specialist study conducted? YES NO

1.2. Provide the name and or company who conducted the specialist study.

No specialist study was conducted.

1.3. Indicate above which aquifer your proposed development will be located and explain how this has influenced your

proposed development.

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FORM NO. BAR10/2019 Page 31 of 86

The following information was sourced from Cape Farm Mapper:

• Aquifer Classification

• Minor

• Aquifer Type and Yield

• Intergranular 0.5-2.0 l/s

• Aquifer Susceptibility

• Medium-high

• Aquifer Vulnerability

• Moderate

• Depth to Groundwater

• 13.27 mbgl

• Groundwater Quality

• 150-370 mS/m

The proposed development is for the installation of a 70m3 above ground LPG storage tank, which

will be installed in an existing and operating gas storage facility. The entire facility consists of hard

concrete and paved surfaces, the storage tank will be located above ground, therefore, no impacts

is expected on the underlying ground water. The storage of gas is associated with air/atmospheric

impacts and not groundwater impacts.

Title Hydrological

Map

Project Title

Project

Number 019097

Legend:

Surface Lithology:

Alluvium (clay,

sand, fravel and

boulders)

Principal

Groundwater

Occurrence (0.5-2.0)

1.4. Indicate the depth of groundwater and explain how the depth of groundwater and type of aquifer (if present) has

influenced your proposed development.

N

Proposed Development

Site

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FORM NO. BAR10/2019 Page 32 of 86

The proposed development is located above an intergranular aquifer. The depth of the groundwater

is 13.27 mbgl. The proposed development does not pose any direct impacts to the groundwater

below the site, as there is no below ground storage of gas proposed. Furthermore, the storage of LPG

is associated with atmospheric impacts and not with groundwater contamination impacts. Only

minor impacts to groundwater may occur as a result of hazardous (oils, fuels or lubricants) spills

associated with the delivery and collection vehicles, the entire site is however paved and will have

an on-site clean-up kit for small hazardous spills. Several mitigation measures are listed in the BAR and

EMPr to reduce the risk of groundwater contamination.

2. Surface water

2.1. Was a specialist study conducted? YES NO

2.2. Provide the name and/or company who conducted the specialist study.

Dean Ollis from Inland Waters Consultancy

2.3. Explain how the presence of watercourse(s) and/or wetlands on the property(ies) has influenced your proposed

development.

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FORM NO. BAR10/2019 Page 33 of 86

Due to the presence of the Hex River within 500 m of the site and the possible occurrence of wetlands

associated with the river, the need for specialist input from a freshwater ecologist was identified. The

specialist study consisted of a site scan so as to identify and delineate any wetlands (and other

freshwater ecosystems) located within 500 m of the proposed development footprint, and to

determine whether there is any risk of potential impacts on nearby freshwater ecosystems as a result

of the proposed installation.

Identification of wetlands and other watercourses within 500 m of the site

Desktop-based mapping was carried out for the study area, NBA-2018

project indicated a portion of the the Hex River but no wetlands within the 500 m buffer area around

the site. The NFEPA project and the WCBSP, on the other hand, both indicated that there are wetland

features (mostly associated with the Hex River) within the 500 m buffer area around the site.

Figure 5: Watercourses within a 500m buffer of the proposed development site (Source: Freshwater Letter).

Through the interpretation of aerial imagery by Inland Waters Consultancy, a refined desktop based

map of potential wetland areas within 500 m of the site was produced to guide the fieldwork. During

the fieldwork completed by Inland Waters Consultancy, it was confirmed that the main current-day

channel of the Hex River is located approximately 400 m to the south-east of the site. The relevant

reach of the river is located in the Upper Foothill Zone, near the transition to the Lower Foothill Zone

9, and the channel form is anastomising 10. The main characteristics of rivers in the Upper Foothill Zone

are a moderately steep channel (gradient 0.005 to 0.02), with the substratum typically dominated by

cobbles and a narrow floodplain of sand, gravel or cobble often present. Two secondary flood

channels associated with the Hex River, both of which also flow through culverts/bridges under the

R60 road to the south of the site, were also confirmed to be present within 500 m of the site.

According to the results of the NBA-2018 assessment for river ecosystems, the type of river ecosystem

represented by the relevant section of the Hex River (i.e. a perennial/seasonal Upper Foothill river in

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FORM NO. BAR10/2019 Page 34 of 86

the Western Folded Mountains Ecoregion) was assigned an Ecosystem Threat Status of "Least

Threatened". The NFEPA project identified the wetland area associated with the relevant section of

the Hex River as a Freshwater Ecosystems Priority Area (FEPA). As shown on the map in Figure 6, the

WCBSP, which was undertaken at a finer spatial scale than NFEPA or NBA-2018 (regional vs. national),

rated the relevant section of the Hex River and its associated wetlands as an Aquatic Critical

Biodiversity Area (CBA).

Based on fieldwork observations made by Inland Waters Consultancy during our site visit, it was

concluded that some sections of the secondary channels associated with the Hex River do have

wetland characteristics. In particular, in certain areas, saturated soils were encountered and/or low

chroma soils with feint mottles (indicating seasonal or intermittent saturation) as well as impermeable

(rock or clay-dominated) underlying layers within 50 cm of the ground surface. Most of these areas

consisted of bare ground with no vegetation and, in many cases there was a crusted surface layers

or clods of clayey loam, indicating the presence of standing water that had evaporated by the time

of the site visit.

Outside of the wetland areas associated with the Hex River and/or its secondary channels, no

wetlands or other watercourses were found to be present within 500 m of the site for the proposed

LPG installation. Furthermore, the wetlands and other watercourses confirmed to be present in the

study area are all located more than 200 m from the site.

Although wetlands or other watercourses (as described above) were confirmed to be present within

500 m of the site for the proposed LPG installation, the operation of the new installation will not pose

any risks to these watercourses that are not already present from the current activities in the industrial

area within which the site is located (as explained previously).

In conclusion, this specialist study has verified that, for the proposed LPG gas installation at the existing

Gasfit facility in the Worcester Industrial Zone, no Water Use Authorisation should be required for any

Section 21(c) and (i) "water use" activities in terms of the NWA, and no watercourse-related "listed

activities" will be triggered in terms of the NEMA EIA Regulations. This is because, despite the

identification of wetlands and other watercourses by us within 500 m of the site, none of these

watercourses could be in any way altered by the newly proposed development activities.

3. Coastal Environment

3.1. Was a specialist study conducted? YES NO

3.2. Provide the name and/or company who conducted the specialist study.

N/A

3.3. Explain how the relevant considerations of Section 63 of the ICMA were taken into account and explain how this

influenced your proposed development.

N/A

3.4. Explain how estuary management plans (if applicable) has influenced the proposed development.

N/A

3.5. Explain how the modelled coastal risk zones, the coastal protection zone, littoral active zone and estuarine functional

zones, have influenced the proposed development.

4. Biodiversity

4.1. Were specialist studies conducted? YES NO

4.2. Provide the name and/or company who conducted the specialist studies.

N/A

4.3. Explain which systematic conservation planning and other biodiversity informants such as vegetation maps, NFEPA,

NSBA etc. have been used and how has this influenced your proposed development.

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FORM NO. BAR10/2019 Page 35 of 86

Prior to the drafting of the Draft BAR the datasets available on Cape Farm Mapper and Datasets

available on SANBI’s online mapping tools were used to demine the site sensitivity. Components such

as the conservation status, vegetation, water resources and topography were assessed. Accordingly,

it was determined during a site visit that there are no areas on the site that will be negatively impacted

by the proposed development, as the site is completely transformed and developed.

Approximately 400 m east of the site is the Hex River and its associated wetlands, which is classified

as a NFEPA. The freshwater specialist however concluded that the proposed development will have

no impacts on the river or the wetlands due to their distance from the proposed development, and

the current condition of the watercourses.

4.4. Explain how the objectives and management guidelines of the Biodiversity Spatial Plan have been used and how has

this influenced your proposed development.

As per the Western Cape Biodiversity Spatial Plan (WCBSP) the management guideline determines

the ecological state or condition in which a parcel of land or freshwater feature should be

maintained. The management objectives are determined for a range of variety of land uses i.e.

Protected Areas, Critical Biodiversity Areas as well as Ecological Support Areas. From the image

below, there are several Ecological Support Areas located within the development site, the site has

however been completely transformed and consist of concrete surfaces. The site is therefore not

identified as a priority area, as no biodiversity targets can be identified/ achieved for the proposed

development site, as the site is already developed and operational.

:

Figure 6: Environmental sensitivity map (Soure: Cape Farm Mapper, 2020).

4.5. Explain what impact the proposed development will have on the site specific features and/or function of the

Biodiversity Spatial Plan category and how has this influenced the proposed development.

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FORM NO. BAR10/2019 Page 36 of 86

The WCBSP states that these sites should maintain functional, near natural state, with some habitat

loss as acceptable, provided that the underlying biodiversity objectives and ecological functioning

are not compromised.

No biodiversity targets can be identified for the proposed development site, as the site is already

existing and operational.

4.6. If your proposed development is located in a protected area, explain how the proposed development is in line with

the protected area management plan.

N/A

4.7. Explain how the presence of fauna on and adjacent to the proposed development has influenced your proposed

development.

The proposed development site is located within the Industrial Zone of Worcester, with other buildings

and developments to the north, east and west of the site. The southern wall of the site borders a

servitude road with some natural areas, the fauna of the adjacent area is however unknown. No

fauna was noted on site during the site visit.

5. Geographical Aspects

Explain whether any geographical aspects will be affected and how has this influenced the proposed activity or development.

No geographical aspects will be affected by the proposed development. The development proposal

entails the installation of a 70m3 LPG storage tank and its associated infrastructure, within the industrial

area of Worcester, on a site which is already established and operational as a gas depot.

6. Heritage Resources

6.1. Was a specialist study conducted? YES NO

6.2. Provide the name and/or company who conducted the specialist study.

N/A

6.3. Explain how areas that contain sensitive heritage resources have influenced the proposed development.

A Basic Assessment EIA Process is required in terms of NEMA because Activity 67 of the EIA

Regulations is triggered. None of the categories set out in Section 38(1) of the NHRA are

triggered. The development proposal is for the installation of a 70m3 LPG Tank as well as the

storage of 9-48kg gas cylinders on site. The facility is already established as a gas storage

facility within an industrial area. No heritage approval or comment is required as section 38 is

not triggered.

7. Historical and Cultural Aspects

Explain whether there are any culturally or historically significant elements as defined in Section 2 of the NHRA that will be

affected and how has this influenced the proposed development.

No cultural and heritage aspects will be impacted upon.

8. Socio/Economic Aspects

8.1. Describe the existing social and economic characteristics of the community in the vicinity of the proposed site.

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The proposed development site is located within Ward 8 of Worcester. The Socio-economic

information of the ward was obtained from the Breede Valley Municipality website. The socio-

economic characteristics of the ward is summarised in the table below:

Socio-economic Factor

Population size 8911

Number of households 2328

Predominant race group Coloured (54%)

Predominant language group IsiXhosa (82%)

Individuals younger than 18 years 33%

Formal housing 67%

Informal housing 14%

Access to water 99%

No ablution facilities 1.1%

Refuse removal services 98%

Households with electricity 96%

Households with municipal water 64%

Households with flush toilets 98%

Individuals with no income 19%

Individuals employed 28%

Individuals not economically active 34%

Individuals unemployed 25%

Percentage of population who completed grade 9 and higher 71%

Percentage of population who completed matric 38%

Population with no education 4%

Development Phase

Socio-economic Impacts- Job Opportunities

Operational Phase- Job Opportunities

8.2. Explain the socio-economic value/contribution of the proposed development.

LPG is a green energy source and can be used for cooking and heating. It can be used in times of

load shedding to make/heat food and to generate heat against the cold weather. It can also be

used as an alternative energy source to replace electricity. Therefore, having a positive effect on the

current supply strain on electricity in South Africa.

LPG is also a price-controlled product by the DOE. Therefore, price protects the consumer who

cannot afford or does not have access to electricity or other expensive energy sources.

Installing the bulk tank will have a potential cost saving due to the transport of gas in a bulk tank

versus transporting thousands of cylinders with gas inside (therefore mainly transporting steel). The

potential cost saving will allow for at least another five permanent positions, from historically

disadvantaged backgrounds, at Gasfit. This will be cylinder filler positions. In addition, the bulk tank

cost savings could potentially reduce the selling price of LPGas and subsequently benefit the

consumer positively.

The additional volume achieved with bulk storage will assist the continuous supply of LPGas and

therefore allow all consumers to have guaranteed access to energy. This additional capacity will also

assist with the five-kilogram Safety gas cylinder offer to the informal markets. This safety gas initiative

can benefit the consumer since the five-kilogram Safety cylinder can be obtained with a small

refundable deposit. The cylinder will also be maintained by Afrox to allow the consumer safe usage

of the product.

Installing the bulk tank will generate improvements in the lives of individuals and society at large.

8.3. Explain what social initiatives will be implemented by applicant to address the needs of the community and to uplift

the area.

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The applicant will potentially employ five individuals from historically disadvantaged backgrounds,

employees will also be trained when working at the gas storage depot.

Training will be given on safe handling of cylinders, safe filling of cylinders, forklift drivers’ licence will

be obtained after the necessary training was done, truck tail lift operation and Firefighting training.

First aid training will also be given for selected individuals.

The new staff will receive all PPE for free and in addition receive two sets of trousers and golf shirts,

one pair of safety shoes, jacket, and rain suite in order to work safe and comfortable.

The proposed bulk filling site is positioned relatively close to the Zwelethemba versus any other gas

supplier. This will allow for reasonable access to fill cylinders without having to use transport.

The applicant will employ individuals from historically disadvantaged backgrounds, employees will

also be trained when working at the gas storage depot.

8.4. Explain whether the proposed development will impact on people’s health and well-being (e.g. in terms of noise,

odours, visual character and sense of place etc) and how has this influenced the proposed development.

With regards to the health and well-being of community surrounding the development, no significant

negative impacts are expected. The expected impacts in terms of noise, odours, visual character

and sense of place are briefly explained:

Noise: It is anticipated that the development will not cause a significant increase in noise in the area,

as the development is situated within the industrial area of Worcester.

Odours: Since the development entails the installation of a gas storage tank, there is a possibility that

the neighbouring industrial area could be impacted by the presence of some gas fumes. This will most

likely occur when the storage tank and smaller cylinders are filled-up.

Visual Character and sense of place: The development proposal will have no visual impacts as the

site is located within the industrial zone of Worcester. The tank will be installed within an existing and

operational facility.

The development proposal will ultimately have a positive impact as Afrox currently has to transport

gas daily from their depot in Epping (Cape Town) to Worcester, in order to fulfil gas demands. Many

households use gas as their primary energy source for cooking and heaters, therefore, the additional

storage of LPG gas will increase availability and accessibility of LPG gas to the community.

SECTION H: ALTERNATIVES, METHODOLOGY AND ASSESSMENT OF ALTERNATIVES

1. Details of the alternatives identified and considered

1.1. Property and site alternatives to avoid negative impacts, mitigate unavoidable negative impacts and maximise

positive impacts.

Provide a description of the preferred property and site site alternative.

The preferred property is Erf 5875 and Erf 5876, the site is currently being used as a gas storage depot.

The development proposal is therefore to install a 70m3 bulk LPG storage tank within the existing and

operational Gasfit facility. The site is located within the Industrial zone of Worcester.

Provide a description of any other property and site alternatives investigated.

No alternative sites have been investigated. The proposed site is within an existing operational gas

storage and filling depot and is zoned for industrial use in the Breede Valley Spatial Development

Framework Revision 2019-2020. There are no sensitive natural or cultural areas in close proximately to

the site, the site is not within a Critical biodiversity Area, is situated approximately 400m away from

watercourses and existing infrastructure at the site makes the proposed location the most financially

feasible alternative for Gasfit.

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Therefore Erf 5875 and 5876, Samuel Walters Street, Worcester, is the only site assessed in the EIA Process.

Provide a motivation for the preferred property and site alternative including the outcome of the site selectin matrix.

Gasfit already owns the property and propose to expand their existing facility. It is therefore not

reasonable or feasible to consider site alternatives.

Provide a full description of the process followed to reach the preferred alternative within the site.

See paragraphs above. Provide a detailed motivation if no property and site alternatives were considered.

No property alternatives were considered as the proposed development only entails the installation of

infrastructure to an existing and operational facility, already owned by Gasfit.

List the positive and negative impacts that the property and site alternatives will have on the environment.

Negative Impacts:

• Noise impacts during the construction and operational phase.

• Odour impacts during operational phase.

• Health and safety impacts during the operational phase.

Positive impact:

• No new land has to be cleared for the development, as the development proposal only entails

the installation of infrastructure in an existing operational site.

• LPG will be more readily available to the community.

• Job creation during construction and operational phases.

• Money into municipal coffers that can be invested into other projects.

1.2. Activity alternatives to avoid negative impacts, mitigate unavoidable negative impacts and maximise positive

impacts.

Provide a description of the preferred activity alternative.

Activity alternatives are not appropriate for further investigation within this application. The need that

this development addresses is that of additional LPG storage infrastructure, no other activity would

meet this need.

The only alternative would be to install two smaller LPG vessels.

Provide a description of any other activity alternatives investigated.

N/A Provide a motivation for the preferred activity alternative.

N/A Provide a detailed motivation if no activity alternatives exist.

Activity alternatives are not appropriate for further investigation within this application. The need that

this development addresses is that of additional LPG storage infrastructure, no other activity would

meet this need.

The only alternative would be for Afrox to install two smaller LPG storage vessels, this will however not

be feasible to Gasfit, as two tanks will increase installation and maintenance costs. This will increase

operational costs and ultimately erode cost saving to the consumer.

List the positive and negative impacts that the activity alternatives will have on the environment.

N/A 1.3. Design or layout alternatives to avoid negative impacts, mitigate unavoidable negative impacts and maximise

positive impacts

Provide a description of the preferred design or layout alternative.

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The proposed development site is an existing and operational site, therefore limited space is available

to install the additional LPG bulk storage tank. The storage tank could therefore only be installed at the

current position (see figure x) to ensure compliance with SANS-10087 safety distances, as well as

allowing easy access via Samuel Walters Street.

Figure 7: Proposed development layout at the Gasfit Depot, Worcester.

Provide a description of any other design or layout alternatives investigated.

No other design or layout alternatives were considered, as no other feasible design alternative exist. Provide a motivation for the preferred design or layout alternative.

The current design and layout alternative are the only feasible option available for the positioning of

the storage tank to be in compliance with SANS-10087 safety distances. The proposed layout

alternative allows for the site to be easily accessible to delivery and collection vehicles, as the site is

located next to Samuel Walters Street.

Provide a detailed motivation if no design or layout alternatives exist.

The current design and layout alternative are the only feasible option available for the positioning of

the storage tank to be in compliance with SANS-10087 safety distances. The proposed layout

alternative allows for the site to be easily accessible to delivery and collection vehicles, as the site is

located next to Samuel Walters Street.

List the positive and negative impacts that the design alternatives will have on the environment.

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No design or layout alternatives were considered for the proposed development.

The positive impacts associated with the preferred alternative includes:

• Space optimization by Gasfit, therefore not clearing additional land

• Gas will be more readily available

• Potential gas spills/ transport accidents will be avoided, as the additional storage will reduce

the need for the transportation of gas from Epping.

• No additional roads are required as the site is easily accessible to collection and delivery

vehicles via the existing Samuel Walters Road.

Negative Impacts:

• Possibility for air quality/odour impacts

• Possible traffic impacts, as the site is accessed via an existing road.

1.4. Technology alternatives (e.g., to reduce resource demand and increase resource use efficiency) to avoid negative

impacts, mitigate unavoidable negative impacts and maximise positive impacts.

Provide a description of the preferred technology alternative:

No technology alternatives were considered, the only option for bulk LPG storage is in a pressure vessel.

Provide a description of any other technology alternatives investigated.

N/A Provide a motivation for the preferred technology alternative.

There are no alternatives for bulk gas storage, therefore the only development proposal option is the

installation of an LPG pressure vessel.

Provide a detailed motivation if no alternatives exist.

There are no alternatives for bulk gas storage, therefore the only development proposal option is the

installation of an LPG pressure vessel.

List the positive and negative impacts that the technology alternatives will have on the environment.

No technology alternatives were considered for this application.

The positive impacts associated with the storage of LPG in a pressure vessel is as follows:

o The bulk storage of LPG is extensively used worldwide, the storage process, operational

procedures and health and safety risks/protocols are well known and understood in the

industry, therefore decreasing the health and safety risks when storing LPG.

Negative Impacts:

o The proposed development is for the storage of LPG, which is a flammable substance, with

several health and safety risks to the surrounding community.

1.5. Operational alternatives to avoid negative impacts, mitigate unavoidable negative impacts and maximise positive

impacts.

Provide a description of the preferred operational alternative.

The following operational procedures will be followed by Gasfit during the day-to-day running of the

LPG depot. These procedures will maximise the benefits and minimise the impacts/risks associated with

the LPG depot. Therefore, alternative operational procedures were not investigated:

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a) Sustainable management of waste to keep the site neat and tidy and to minimise complaints from

Interested and Affected Parties (IandAP’s) will be implemented on site.

b) Effective storm water management techniques will be implemented in order to minimise loss of

topsoil, avoid flooding and to minimise pollution of soil and the adjacent watercourses.

c) A routine inspection for tank integrity shall be implemented.

d) Noise levels will be kept at acceptable limits determined by the relevant local law.

e) Delivery vehicles will drive at a speed of 40km/h or lower on Samuel Walters Street to minimise dust

creation and reduce the risks of incidents and complaints by IandAP’s.

f) An emergency plan, fire plan and spill contingency plan shall be implemented.

g) Traffic management will be implemented to ensure backlog of traffic does not develop at access

points through a scheduling system.

h) All buildings will be maintained at the engineering’s specifications.

i) All pipes/ taps will be inspected for any burst, leakage of blockage regularly.

Provide a description of any other operational alternatives investigated.

N/A Provide a motivation for the preferred operational alternative.

Not applicable, no other operational alternatives were considered. Provide a detailed motivation if no alternatives exist.

No operational alternatives were considered, as there is no other operation alternative that can be

investigated at this moment in time.

List the positive and negative impacts that the operational alternatives will have on the environment.

Positive Impacts:

• Creation of employment opportunities which will lead to improving employees financial

standing.

• Provision of gas to the surrounding towns, increasing supply in the area.

• Improvement of services offered in the area, which may lead to improvement of residents’

community by adding certain services such as gas availability that was previously not available.

Negative Impacts:

• Increased traffic volume

• Potential increase in odours

• Possible health and safety risk in case of an emergency.

1.6. The option of not implementing the activity (the ‘No-Go’ Option).

Provide an explanation as to why the ‘No-Go’ Option is not preferred.

The No-Go alternative entails that the 70m3 LPG storage tank will not be installed at the Gasfit facility,

and that the site will continue to operate the depot in its current form. Afrox will continue to fill their gas

cylinders at the Epping branch (Cape Town) and transport them on a daily basis to the Worcester

storage site. The current operation of the site is therefore less efficient and will continue to present a

health and safety risk due to the daily transport of filled gas cylinders.

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The potential job opportunities will not materialise if the No-Go option is implemented. The NO-GO

alternative would result in the existing facility being unable to provide for the projected future gas

demand in the area.

1.7. Provide and explanation as to whether any other alternatives to avoid negative impacts, mitigate unavoidable

negative impacts and maximise positive impacts, or detailed motivation if no reasonable or feasible alternatives exist.

No other alternatives were considered, as explained above. 1.8. Provide a concluding statement indicating the preferred alternatives, including the preferred location of the activity.

The proposed development is to install one 70m3 LPG bulk storage tank on the eastern boundary of

the site. The proposed site layout is preferred as it is feasible and reasonable, it takes into account the

very flat gradient, that is ideal for the proposed storage requirements, the existing site layout and

operations, access routes and stormwater management. Entrance and exit will be from the existing

site entrance gate situated on Samuel Walters Street, which runs along the eastern boundary of the

site. This option will allow constraint free movement of delivery and upload vehicles through the site.

The proposed site is within an existing gas depot that is transformed and is zoned for industrial use in

the Breede Valley Spatial Development Framework Revision 2019-2020. There are no sensitive natural

or cultural areas in close proximately to the site, the site is not within a Critical biodiversity Area, is

situated far (approximately 400m) from rivers and wetlands and existing infrastructure at the site makes

the proposed location the most financially feasible alternative for Gasfit as they own the site already

and propose to expand their existing facility.

It is therefore not reasonable or feasible for Gasfit to consider site alternatives when an existing industrial

zoned site has the required space for additional storage.

2. “No-Go” areas

Explain what “no-go” area(s) have been identified during identification of the alternatives and provide the co-ordinates of the

“no-go” area(s).

No No-Go areas are located within the proposed development site. Several wetlands are located

approximately 400 m to the east of the site. The likelihood of these systems being impacted by the

proposed development is low, these sites will however still be listed as No-Go areas.

Methodology to determine the significance ratings of the potential environmental impacts and risks

associated with the alternatives.

Describe the methodology to be used in determining and ranking the nature, significance, consequences, extent, duration of

the potential environmental impacts and risks associated with the proposed activity or development and alternatives, the

degree to which the impact or risk can be reversed and the degree to which the impact and risk may cause irreplaceable loss

of resources.

The Basic Assessment was undertaken in accordance with the principles of Integrated Environmental

Management as detailed in Section 23 of NEMA and in the NEMA EIA Regulations.

The impact assessment is aimed at determining the likely significance of any impacts (positive or

negative) associated with the development. The significance of the impacts is determined by

investigating certain key aspects, or parameters, of the potential impact, which are determined by

the nature of the activity, as well as the nature of the receiving environment. Aspects investigated

include the extent, duration and timing, and magnitude of the impact.

Table 2: Methodology in determining the extent, duration, probability, significance, reversibility and cumulative

impact of an environmental impact (to be read with impact tables below).

Determination of Extent (Scale):

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Site Specific The impact is limited to the development site (development footprint) or

part thereof.

Local The impacted area includes the whole or a measurable portion of the site,

but could affect the area surrounding the development, including the

neighbouring properties and wider municipal area.

Regional The impact would affect the broader region (e.g. neighbouring towns)

beyond the boundaries of the adjacent properties.

National The impact would affect the whole country (if applicable).

Determination of Duration:

Temporary The impact will be limited to part of the construction phase or less than one

month.

Short term The impact will continue for the duration of the construction phase, or less

than one year.

Medium term The impact will continue for part the operational phase

Long term

The impact will continue for the entire operational lifetime of the

development, but will be mitigated by direct human action or by natural

processes thereafter.

Permanent This is the only class of impact that will be non-transitory. Such impacts are

regarded to be irreversible, irrespective of what mitigation is applied.

Determination of Probability:

Improbable The possibility of the impact occurring is very low, due either to the

circumstances, design or experience.

Probable There is a possibility that the impact will occur to the extent that provisions

must therefore be made.

Highly

probable

It is most likely that the impacts will occur at some stage of the

development. Plans must be drawn up to mitigate the activity before the

activity commences.

Definite The impact will take place regardless of any prevention plans.

Determination of Significance (without mitigation):

No

significance

The impact is not substantial and does not require any mitigation action.

Low The impact is of little importance, but may require limited mitigation.

Medium

The impact is of sufficient importance and is therefore considered to have

a negative impact. Mitigation is required to reduce the negative impacts

to acceptable levels.

Medium-High The impact is of high importance and is therefore considered to have a

negative impact. Mitigation is required to manage the negative impacts to

acceptable levels.

High

The impact is of great importance. Failure to mitigate, with the objective of

reducing the impact to acceptable levels, could render the entire

development option or entire project proposal unacceptable. Mitigation is

therefore essential.

Very High The impact is critical. Mitigation measures cannot reduce the impact to

acceptable levels. As such the impact renders the proposal unacceptable.

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Determination of Significance (with mitigation):

No

significance

The impact will be mitigated to the point where it is regarded to be

insubstantial.

Low The impact will be mitigated to the point where it is of limited importance.

Low - Medium The impact will be mitigated to a point where it may occur but will have a

limited / low effect / impact to people and / or the environment. Taken

within the overall context of the project this impact can be mitigated to a

significance rating that is acceptable given the overall benefit.

Medium

Notwithstanding the successful implementation of the mitigation measures,

the impact will remain of significance. However, taken within the overall

context of the project, such a persistent impact does not constitute a fatal

flaw.

High

Mitigation of the impact is not possible on a cost-effective basis. The impact

continues to be of great importance, and, taken within the overall context

of the project, is considered to be a fatal flaw in the project proposal.

Determination of Reversibility:

Completely

Reversible

The impact is reversible with implementation of minor mitigation measures

Partly Reversible

The impact is partly reversible but more intense mitigation measures

Barely Reversible

The impact is unlikely to be reversed even with intense mitigation measures

Irreversible

The impact is irreversible and no mitigation measures exist

Determination of Degree to which an Impact can be Mitigated:

Can be mitigated

The impact can be completely mitigated

Can be partly

mitigated

The impact can be partly mitigated

Can be barely

mitigated It is possible to mitigate the impact only slightly

Not able to mitigate

It is not possible to mitigate the impacts

Determination of Loss of Resources:

No loss of resource

The impact will not result in the loss of any resources

Marginal loss of

resource

The impact will result in marginal loss of resources

Significant loss of

resources

The impact will result in significant loss of resources

Complete loss of

resources

The impact will result in a complete loss of all resources

Determination of Cumulative Impact:

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Negligible

The impact would result in negligible to no cumulative effects

Low

The impact would result in insignificant cumulative effects

Medium

The impact would result in minor cumulative effects

High

The impact would result in significant cumulative effects

Other factors which are also considered in the assessment of impacts include whether the

impact is direct, indirect or cumulative. A direct impact can be explained as being a direct

result of activities associated with the development, such as damage of on-site infrastructure

due to a fire.

An indirect impact would be a downstream, secondary or “knock-on” impact resulting from

an impact directly associated with the development (such as the contamination of

freshwater resources downstream of the municipal stormwater system in the event of a

contamination incident).

A cumulative impact would be an impact which already occurs in the receiving environment

associated with other activities taking place in proximity to the development, such as noise,

vibration and dust due to industrial activities in the area.

Other factors considered include whether the impact is reversible; and whether the impact

could cause an irreplaceable loss of resources.

The impact assessment methodology used has been closely guided by the DEAT EIA

Guideline Document 5, on the assessment of impacts and alternatives (DEAT 2006); as well as

reference to the description of the criteria used for the assessment of impacts as contained

in the DEAandDP Specialist Guidelines Series (2005).

3. Assessment of each impact and risk identified for each alternative

Note: The following table serves as a guide for summarising each alternative. The table should be repeated for each

alternative to ensure a comparative assessment. The EAP may decide to include this section as Appendix J to this BAR.

Planning Design and Construction Phase Assessment of Significance of Alternative A: Proposed Site

Layout

Soil and Groundwater Contamination and Pollution

Potential impact and risk:

Soil and Groundwater Contamination and Pollution:

Fuel, oil, lubricants and other pollutants may leak from

vehicles/ machinery and contaminate the soil.

Pollution and soil contamination could also occur from

cement mixing directly on the soil and stormwater

runoff may flow over the area and carry contaminants

off-site.

Nature of impact: Negative

Extent and duration of impact: Site Specific; temporary

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Consequence of impact or risk: Contamination and pollution of the soil/ groundwater.

Probability of occurrence: Improbable Degree to which the impact may cause irreplaceable

loss of resources: No loss of resource

Degree to which the impact can be reversed: Completely reversable

Indirect impacts:

Soil and Groundwater contamination could result in

human health impacts, if humans are exposed to the

contaminated soil and groundwater through dermal

contact.

Cumulative impact prior to mitigation: Low Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low

Degree to which the impact can be avoided: Can be avoided Degree to which the impact can be managed: Can be managed Degree to which the impact can be mitigated: Can be mitigated

Proposed mitigation:

1. A Spill Contingency Plan must be produced. This

should be a stand-alone operational procedure). It

should be compiled prior to the construction phase

of the extension to the gas depot and included as

an Annexure to the EMP.

2. The appointed Environmental Control Officer (ECO)

must undertake at least one site inspection

fortnightly, for the duration of the construction

phase, and to produce a short ECO report

monitoring the compliance of the property

developer with the conditions of the approved

EMP.

3. During the construction phase of the LPG storage

tank and associated infrastructure, an experienced

contractor will be appointed and it will be ensured

that the correct protocols will be followed that

relate to the handling of materials, thereby

minimising the likelihood of such an incident

occurring.

4. Adequate training of construction personnel will

ensure that incidents resulting in product spills are

minimised and that the correct actions are taken in

the event of an incident.

5. In the event of such an emergency condition, a

suitably trained clean-up contractor will be

appointed to clean up the spill. Hazardous waste

may be generated where absorbent materials are

used to mop up a product spill. This will be suitably

contained and handled by a specialist contractor

using the correct personal protective equipment

and hazardous waste temporary storage

receptacles.

6. Disposal of such waste at a suitable hazardous

landfill site with chain-of-custody documentation

provided by the contractor as proof of end

recipient.

7. The ECO will supervise any remediation procedures

in order to ensure that the correct material is

treated.

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8. If the location of the existing gas lines are not

known, a Ground Probing Radar (GPR) survey is

required to take place prior to construction to map

out the existing gas lines on site. The objective is to

avoid accidental damage of service and gas lines

which may cause impacts to the receiving

environment.

In addition, the following general management

measures will be implemented to avoid contamination

of soil and groundwater:

Waste Management:

1. Hazardous waste bins must be kept on an

impermeable bunded surface capable of holding

at least 110% of the volume of the bins.

2. Skips/ bins must be provided with secure lids or

covering that will prevent scavenging and

windblown waste or dust.

3. Waste bins/skips must be regularly emptied and

must not be allowed to overflow.

4. Construction workers must be instructed not to litter

and to place all waste in the appropriate waste

bins provided on site.

5. All waste, hazardous as well as general, which result

from the proposed activities must be disposed of

appropriately at a licensed Waste Disposal Facility

(WDF).

Pollution Management – hydrocarbons (oil, fuel etc.)

1. Vehicles and machinery must be in good working

order and must be regularly inspected for leaks.

2. If a vehicle or machinery is leaking pollutants it

must, as soon as possible, be taken to an

appropriate location for repair.

3. Repairs to vehicles/ machinery may take place on

site, within a designated maintenance area at the

site camp. Drip trays, tarpaulin or other

impermeable layer must be laid down prior to

undertaking repairs.

4. Refuelling of vehicles/ machinery may only take

place at the site camp or vehicle maintenance

yard. Where refuelling must occur, drip trays should

be utilised to catch potential spills/ drips.

5. Drip trays must be utilised during decanting of

hazardous substances and when refilling chemical/

fuel storage tanks.

6. Drip trays must be placed under generators (if used

on site) water pumps and any other machinery on

site that utilises fuel/ lubricant, or where there is risk

of leakage/spillage.

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FORM NO. BAR10/2019 Page 49 of 86

7. Soil contaminated by hazardous substances must

be excavated and disposed of as hazardous

waste.

Cement Batching:

1. Cement batching must take place on an

impermeable surface large enough to retain any

slurry or cement water run-off. If necessary, plastic/

bidim lined detention ponds (or similar) should be

constructed to catch the run-off from batching

areas. Once the water content of the cement

water/ slurry has evaporated the dried cement

should be scraped out of the detention pond and

disposed of at an appropriate disposal facility

authorised to deal with such waste

2. Cement batching should take place on already

transformed areas within the footprint of the facility.

3. Unused cement bags must be stored in such a way

that they will be protected from rain. Empty

cement bags must not be left lying on the ground

and must be disposed of in the appropriate waste

bin.

4. Washing of excess cement/concrete into the

ground is not allowed. All excess concrete/ cement

must be removed from site and disposed of at an

appropriate location.

Residual impacts: None Cumulative impact post mitigation: Negligible Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low (-)

Dust and Noise Impacts

Potential impact and risk:

Dust and Noise Impacts: As a result of the construction

phase of this development noise and dust impacts are

expected to occur in the area due to an increase in

construction vehicles and road tankers for the duration

of the construction phase while materials are being

transported to the site.

Nature of impact: Negative

Extent and duration of impact: Site Specific; temporary

Consequence of impact or risk: Nuisance to surrounding residents

Probability of occurrence: Improbable Degree to which the impact may cause irreplaceable

loss of resources: No loss of recourses

Degree to which the impact can be reversed: Completely reversable

Indirect impacts: Nuisance to surrounding residents

Cumulative impact prior to mitigation: Negligible Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low

Degree to which the impact can be avoided: Can be avoided Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be mitigated

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FORM NO. BAR10/2019 Page 50 of 86

Proposed mitigation:

Dust Mitigation

1. A Dust Management Plan for Gasfit is attached as

Appendix M

2. Dust suppression measures such as the wetting

down of sand heaps as well as exposed areas

around the site should be implemented especially

on windy days.

3. If dust issues occur, dust can be suppressed on

access roads and the construction site during dry

periods by the regular application of non-potable

water or a biodegradable soil stabilisation agent.

Under no circumstances should potable water be

used for dust suppression. Potable water should not

be used for anything besides drinking.

4. All vehicles transporting sand need to have

tarpaulins covering their loads which will assist in

any windblown sand occurring off the trucks.

5. Dust levels specified in the National Dust Control

Regulations (GN 827 of November 2013) may not

be exceeded.

6. A Complaints Register must be available at the site

office for inspection by the ECO of dust complaints

that may have been received.

7. The appointed Environmental Control Officer (ECO)

must undertake regular site inspections for the

duration of the construction phase, and to produce

regular ECO monitoring audit reports, auditing on

the compliance of the Contractor with the

conditions of the Environmental Authorisation and

the approved EMP.

Noise Mitigation

1. A noise complaints register will be opened.

2. Excavations and earth-moving activities should be

restricted to normal construction working hours

(7:30 – 17:30) as far as possible.

3. Vehicles and equipment should be kept in good

working condition. If deemed necessary,

machinery and equipment should be fitted with

mufflers/ exhaust silencers. No unnecessary

disturbances should be allowed to emanate from

the construction site.

4. Noise levels must comply with the relevant health

and safety regulations and SANS codes and should

be monitored by the Health and Safety Officer as

necessary and appropriate.

5. The appointed Environmental Control Officer (ECO)

must undertake regular site inspections for the

duration of the construction phase, and to produce

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FORM NO. BAR10/2019 Page 51 of 86

regular ECO monitoring audit reports, auditing on

the compliance of the property developer with the

conditions of the Environmental Authorisation and

the approved EMP.

Residual impacts: None

Cumulative impact post mitigation: Negligible Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low (-)

Fire, Health and Safety Risk:

Potential impact and risk:

Fire, Health and Safety Risk: Exposure through

breathing vapours or skin contact may have possible

health effects. There is a minor risk of a gas pool fire and

toxic combustion gases if an incident occurs at the

existing facility while construction takes place for the

upgrade.

Nature of impact: Negative

Extent and duration of impact: Local; temporary

Consequence of impact or risk: Damage to the property and may cause injuries to

people in and around the site.

Probability of occurrence: Improbable Degree to which the impact may cause irreplaceable

loss of resources: Marginal loss of resource

Degree to which the impact can be reversed: Barely reversable

Indirect impacts: A localised fire may cause nuisance impacts such as

smoke to surrounding residents.

Cumulative impact prior to mitigation: Medium Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Medium

Degree to which the impact can be avoided: Can be avoided

Degree to which the impact can be managed: Can be managed Degree to which the impact can be mitigated: Can be mitigated

Proposed mitigation:

1. The mitigation measures listed under the

operational phase to avoid fire, health and safety

risks are also applicable to be implemented during

the construction phase seeming as there are

existing tanks/ gas cylinders on the site.

2. A Fire Plan schematic (layout plan) and supporting

narrative must be compiled that shows the location

of the fire extinguishers, hydrants, ingress, exits,

assembly points etc.

3. The Emergency Plan has to be compiled / updated

with the input and cooperation of both the

employer and the local government in response

the risks identified in the MHI.

4. The installation of Aboveground Storage Tank and

associated pipework must be implemented in

accordance with the relevant South African

National Standards (SANS), specifically (not

exclusive to) the following standards:

5. Bulk LPG Installation and associated pipework with

equipment certificate a certificate of compliance

must be issued by the registered LPG installer.

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FORM NO. BAR10/2019 Page 52 of 86

6. All relevant safety distances for bulk LPG

installations must be in accordance with SANS

10087

7. No vehicles shall be closer than 5m from the LPG

installation (SANS 1142)

8. All safety signage must be in accordance with

SANS 1186

9. SANS 10087-3 (2008) (English): The handling,

storage, distribution and maintenance of liquefied

petroleum gas in domestic, commercial, and

industrial installations Part 3: Liquefied petroleum

gas installations involving storage vessels of

individual water capacity exceeding 500 L

10. The installation of the Aboveground Storage Tank

and associated pipework must comply with the

National Building Regulations and Standards Act

No. 103 of 1977;

11. The installation must comply with local authority

bylaws and all procedures and equipment used

must be in accordance with the Occupational

Health and Safety Act (No. 85 of 1993);

12. Upon completion of the LPG storage tank

installation, an engineer is to inspect and verify that

the tanks and the associated infrastructure have

been installed as per the design criteria described

in the final BAR and to all required SABS / SANS

standards and applicable legislation.

13. Adequate training in emergency response

situations of the contractor and personnel

undertaking the construction activities will be

carried out. All workers on site will be informed of

the emergency procedure to follow in the event of

accidental fires.

14. No open fires will be allowed on the construction

site during any phase of the project. No smoking will

be allowed on the construction site.

15. Minimisation of hot work by using alternative

methods and equipment such as air driven tools,

cold cutting and pre-fabrication off site.

16. The use of appropriate shielding and screening

such as blanketing with firefighting foam and water

screens to minimise fire risk.

17. Minimisation through spark quenching by wetting

down and/or using construction power tools such

as jack hammers under sprayed water.

18. All people working on site are responsible for their

own safety on site. Contractors and Principal

Agent/s shall at all times comply with the relevant

statutory requirements including the Occupational

Health and Safety Act, Act 85 of 1993.

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FORM NO. BAR10/2019 Page 53 of 86

19. A comprehensive site specific first aid kit must be

available on site at all times.

20. At least one person trained in safety and first aid

and familiar with the first aid equipment on site must

be present on the site at all times.

21. Emergency procedures will be established prior to

the start of construction works on site.

22. Awareness training of personnel at the site and for

road tanker drivers delivering gas to site will be

conducted.

Residual impacts: None

Cumulative impact post mitigation: Low Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low to Medium (-)

Traffic, Safety and Access Impacts:

Potential impact and risk:

Traffic, Safety and Access Impacts: As a result of the

construction phase of this development traffic impacts

are expected to occur in the area due to an increase

in construction vehicle and truck traffic in the area for

the duration of the construction phase while materials

are being transported to the site. Road safety impacts

and road condition impacts could also occur.

Nature of impact: Negative

Extent and duration of impact: Local; short term

Consequence of impact or risk: Safety risks may occur and damages to road

infrastructure

Probability of occurrence: Probable Degree to which the impact may cause irreplaceable

loss of resources: No loss of resource

Degree to which the impact can be reversed: Partly reversable

Indirect impacts:

Safety risks may occur and damages to road

infrastructure. Nuisance impacts to surrounding

businesses due to increased traffic.

Cumulative impact prior to mitigation: Low Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low

Degree to which the impact can be avoided: Can be partly avoided

Degree to which the impact can be managed: Can be managed Degree to which the impact can be mitigated: Can be partly mitigated

Proposed mitigation:

1. The contractor must provide a traffic marshal for

situations where heavy construction traffic may

impede normal traffic flows on any roads adjacent

to the site.

2. All drivers and machinery operators must exercise

due caution when entering/ exiting the site.

3. Construction vehicles must adhere to the load

carrying capacity of road surfaces and adhere to

all other prescriptive regulations regarding the use

of public roads by construction vehicles.

4. The Contractor must ensure that any large or

abnormal loads (including hazardous materials)

that must be transported to/ from the site are

routed appropriately, and that appropriate safety

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FORM NO. BAR10/2019 Page 54 of 86

precautions are taken during transport to prevent

road accidents.

5. All vehicles will be legally compliant

6. All drivers will be competent and in possession of an

appropriate valid driver’s license.

7. All vehicles travelling on site will adhere to the

specified speed limits.

8. The movement of all vehicles will be controlled such

that they remain on designated routes.

9. No member of the workforce will be permitted to

drive a vehicle under the influence of alcohol or

narcotic substances.

10. Warning signage (i.e. “trucks turning”) must be

erected near the access point to the site.

11. A traffic marshal should be posted at the entrance

to the site to assist with the safe and smooth flow of

vehicles on the road whilst heavy construction

traffic is entering and exiting the site.

12. No construction traffic may access the site after

normal working hours as defined by the local

authority.

Residual impacts: None Cumulative impact post mitigation: Negligible Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-High) Low (-)

Visual Impacts:

Potential impact and risk:

Visual Impacts: The construction phase is associated

with temporary disturbance as a result of construction

(trench excavations, vehicles, machinery and signage)

that may have a negative visual impact to the area.

Nature of impact: Negative

Extent and duration of impact: Site specific; temporary

Consequence of impact or risk: Visual impacts to sensitive receptors

Probability of occurrence: Probable

Degree to which the impact may cause

irreplaceable loss of resources: No loss of resource

Degree to which the impact can be reversed: Partly reversible

Indirect impacts: None

Cumulative impact prior to mitigation: Negligible

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low to Medium (-)

Degree to which the impact can be avoided: Can be partly avoided

Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be partly mitigated

Proposed mitigation:

1. Consult with the ECO when determining the

appropriate site for the site camp.

2. The site camp must be kept neat and tidy and free

of litter at all times.

3. Waste must be managed according to the EMPr.

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FORM NO. BAR10/2019 Page 55 of 86

Socio-economic – Creation of business and employment opportunities

Potential impact and risk:

Socio-economic – Creation of business and

employment opportunities: Temporary employment

opportunities will be provided during the construction

phase.

Nature of impact: Positive

Extent and duration of impact: Local Extent; Short term duration

Consequence of impact or risk: This positive impact will result in job creation and

income opportunity

Probability of occurrence: Definite

Degree to which the impact may cause

irreplaceable loss of resources: N/A – this is a positive impact

Degree to which the impact can be reversed: N/A – this is a positive impact

Indirect impacts: N/A – this is a positive impact

Cumulative impact prior to mitigation: N/A – this is a positive impact

4. Good housekeeping practices on site must be

maintained to ensure the site is kept neat and tidy.

5. The site camp, storage facilities, stockpiles, waste

bins, and any other temporary structures on site

should be located in such a way that they will

present as little visual impact to surrounding

residents and road users as possible.

6. Work on site must be well-planned and well-

managed so that work proceeds quickly and

efficiently, thus minimizing the disturbance time.

7. The site camp will require visual screening via shade

cloth or other suitable material.

8. Special attention should be given to the screening

of highly reflective material.

9. Use of lighting (if required) should take into account

surrounding land users and should present little or

no nuisance. Downward facing, spill-off type

lighting is recommended.

10. Construction vehicles must enter and leave the site

during working hours.

11. The appointed Environmental Control Officer (ECO)

must undertake at least one site inspection

fortnightly for the duration of the construction

phase, and to produce a short ECO report

monitoring the compliance of the property

developer with the conditions of the approved

EMP.

Residual impacts: None

Cumulative impact post mitigation: Negligible

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low (-)

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FORM NO. BAR10/2019 Page 56 of 86

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low to Medium

Degree to which the impact can be avoided: N/A – this is a positive impact

Degree to which the impact can be managed: N/A – this is a positive impact

Degree to which the impact can be mitigated: N/A – this is a positive impact

Proposed enhancement:

Preference should be given to historically

disadvantaged individuals from the local, surrounding

community, when appointing employees for

construction work.

Residual impacts: None

Cumulative impact post mitigation: N/A – this is a positive impact

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low – Medium (+)

Operational Phase Assessment of Significance of Alternative A: Proposed Site Layout

*Note: The only operational phase impacts associated with Alternative B: The NO-GO Alternative is the

socio-economic impact associated with no permanent job opportunities being provided to the local

community (Low – Medium significance), the opportunity cost lost to provide the community in the

area with gas (Medium negative significance) and the loss of income potential for Afrox and Gasfit

(Medium negative significance). No positive impacts are expected as a result of the no-go alternative.

Contamination and Pollution of the Soil and / or Groundwater

Potential impact and risk:

Soil and Groundwater Contamination and Pollution:

During the operational phase of the proposed

development soil and groundwater contamination

could result due to delivery/collection vehicles entering

and existing the depot. In addition, if stormwater is not

managed correctly there is the potential for the

unmanaged stormwater runoff to impact negatively on

the environment, potentially causing pollution and

contamination.

Nature of impact: Negative

Extent and duration of impact: Local; medium term duration

Consequence of impact or risk: Soil and / or ground water impacts could cause health

impacts to those exposed to the soil or groundwater.

Probability of occurrence: Improbable

Degree to which the impact may cause

irreplaceable loss of resources: No loss of resource

Degree to which the impact can be reversed: Can be barely reversed

Indirect impacts: Community health impacts

Cumulative impact prior to mitigation: Low

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low

Degree to which the impact can be avoided: Can be avoided

Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be mitigated

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FORM NO. BAR10/2019 Page 57 of 86

Proposed mitigation:

The following precautionary measures will be followed

on site:

1. Gas collection/delivery records must be kept on site

(incoming and outgoing deliveries) as to account

for fuel leaks and spills.

2. Drip trays will be available for any vehicles that may

be potentially leaking.

3. Emergency spill kits will be kept on site.

4. The storage tanks will be regularly inspected for any

leaks.

5. The installation of Aboveground Storage Tanks and

associated pipework must be implemented in

accordance with the relevant South African

National Standards (SANS), specifically (not

exclusive to) the following standards:

SANS 10087-3 (2008) (English): The handling,

storage, distribution and maintenance of

liquefied petroleum gas in domestic,

commercial, and industrial installations Part 3

Liquefied petroleum gas installations involving

storage vessels of individual water capacity

exceeding 500 L

6. The installation of the Aboveground Storage Tanks

and associated pipework must comply with the

National Building Regulations and Standards Act

No. 103 of 1977.

7. The installation must comply with local authority

bylaws and all procedures and equipment used

must be in accordance with the Occupational

Health and Safety Act (No. 85 of 1993);

8. Upon completion of the LPG storage tank

installation, an engineer is to inspect and verify that

the tanks and the associated infrastructure have

been installed as per the design criteria described

in the final BAR and to all required SABS / SANS

standards and applicable legislation.

9. An Emergency Response Plan and Spill

Contingency Plan must be produced (or any

existing plans updated) prior to the operation of the

upgrade and included as an Annexure to the EMP.

10. If an “incident1” takes place on site, the owner of

the facility must within 14 days of the incident,

report to the Director General, provincial head of

department and municipality such information as is

available to enable an initial evaluation of the

incident, including (refer to footnote below for

definition of “incident”):

a) The nature of the incident;

1 In terms of section 30(1)(a) of NEMA, an “incident” means an unexpected, sudden and uncontrolled release of a hazardous

substance (such a diesel/fuel), including from a major emission, fire or explosion, that causes, has caused or may cause

significant harm to the environment, human life or property.

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FORM NO. BAR10/2019 Page 58 of 86

b) The substances involved and an estimation of the

quantity released and their possible acute effect

on persons and the environment and data needed

to assess these effects;

c) Initial measures taken to minimise impacts;

d) Causes of the incident, whether direct or indirect ,

including equipment, technology, system or

management failure; and

measures taken and to be taken to avoid a

recurrence of such incident.

Residual impacts: Groundwater contamination

Cumulative impact post mitigation: Low

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low (-)

Fire, Health and Safety Risk

Potential impact and risk:

Fire, Health and Safety Impact: Exposure through

breathing vapours or skin contact may have possible

health effects. The hazardous events identified by the

MHI Risk Assessment that could occur at the facility

could be an uncontrolled leak of gas at the depot from

a bulk storage tank or an uncontrolled leak of gas from

the delivery road tanker. As a result of the hazardous

events, the identified potential major incidents could

be the release of LPG gas or a Sulphur dioxide gas

cloud due to the full release of a gas cylinder.

Nature of impact: Negative

Extent and duration of impact: Local; Medium term

Consequence of impact or risk:

Damage to property and equipment, illness, injuries or

death to people on site or on the adjacent currently

vacant erf.

Probability of occurrence: Improbable

Degree to which the impact may cause

irreplaceable loss of resources: If loss of life occurs this will be irreplaceable.

Degree to which the impact can be reversed: Partly reversible

Indirect impacts: A localised fire may cause nuisance impacts such as

smoke to surrounding residents.

Cumulative impact prior to mitigation: Negligible

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

High

Degree to which the impact can be avoided: Can be avoided

Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be mitigated

Proposed mitigation:

1. No flammable materials, such as wooden pallets,

must be stored near the bulk gas tank or near the

area where the road tanker parks for gas deliveries.

2. The emergency management plan must be

updated at least once per year.

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FORM NO. BAR10/2019 Page 59 of 86

3. A 3,6 meters high fire wall will be constructed along

the eastern boundary of the site.

4. Operating procedures must be updated for the

facility, to include preventative measures against

the uncontrolled release of the following: following

potential major incidents:

a. LPG

b. Acetylene

c. Propane

d. Ammonia

e. Sulphur dioxide

5. All possible ignition sources near areas where gas is

stored and handled at the facility must be

eliminated. Guidelines for the control of ignition

sources are as follows:

a. Use only electrical equipment that is

certified to be flameproof and spark proof.

b. Control static electricity.

c. Ensure that vulnerable equipment is

properly bonded to ground.

d. Prohibit smoking, open flames and sparks.

e. Prevent mechanical sparks and friction.

f. Use separator devices to remove foreign

materials capable of igniting from process

materials.

g. Separate heated surfaces from dust.

h. Separate heating systems from dust.

i. Select and use industrial trucks properly.

j. Use cartridge activated tools properly.

k. Implement an equipment preventative

maintenance programme.

6. The outcome of the risk assessment must be brought

to the attention of all the employees at the facility.

7. The gas storage tank and all pipelines and fittings

must be protected against corrosion, to prevent

gas leaks.

8. The Maintenance Plan must be updated for all the

equipment used on the facility. The Plan must

contain at least the following:

a. List of all equipment and facilities on the

facility.

b. Maintenance frequency.

c. Particulars of maintenance activities that

must be performed on the listed equipment.

d. Responsible person.

9. All hazardous equipment and facilities on the

facility must be inspected on a weekly basis by

means of an Inspection Register. The Register must

contain at least the following:

a. List of all equipment and facilities on the

facility.

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FORM NO. BAR10/2019 Page 60 of 86

b. Equipment items that must be inspected.

c. Facilities that must be inspected.

d. Areas that must be inspected.

e. Inspection findings.

f. Responsible person who carried out the

inspection.

10. Detailed operating procedures must be updated

at least annually for all sections of the depot, in

collaboration with the equipment suppliers. All

authorised operators must be trained in the

application of the procedure. Special attention

must be given to the offloading of diesel via road

tankers on the premises.

11. Material safety data sheets (MSDS) for the following

hazardous materials must be available on site at all

times:

a. Gases stored on site.

12. All operating personnel at the facility must be made

aware and kept aware of the dangers involving the

various gasses stored on site.

13. Access to the facility must be controlled 24 hours

per day. The safety guard on duty must comply with

the following requirements:

a. The guard must be trained in the potential

major incidents that could occur at the site

as well as the emergency procedure that

must be followed.

b. The guard must be linked via safety

management system or cellular phone with

a responsible standby person of the

operating company.

c. The guard must be able to contact the local

Fire Department immediately.

14. The Emergency Evacuation Procedure aimed at

workers must be updated at least once per year in

collaboration with the emergency services of

Worcester.

15. The Emergency Response Plan and Emergency

Evacuation Procedure must be tested at least once

every 12 months by means of mock emergencies.

The Fire Department of Worcester must preferably

participate in such tests.

16. Customer parking bays must be located in an area

where public vehicles will not cause obstruction of

emergency vehicles.

17. Adequate space must be provided for the road

tankers to enter, exit and park safely for delivery of

gas to the bulk storage tank.

18. The bulk storage tank must be adequately earthed

against lightning.

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19. An LPG detection alarm system must be installed at

the cylinder platform and tested regularly in

consultation with the equipment installer.

20. The LPG road tanker must never reverse or

maneuver on site.

21. All workers and tank drivers will be informed of the

emergency procedure to follow in the event of

accidental fires.

22. Effective measures must be implemented to

prevent overfilling of the storage tank and the

resultant spillage of gas.

23. A pneumatically-actuated deluge system must be

installed at the LPG storage tank, the road tanker

offloading bay and at the LPG cylinder platform.

The system must be tested weekly to confirm its

reliable operation.

24. A windsock must be installed on site.

25. No open fires will be allowed on the site.

26. A dedicated smoking area will be designated; no

smoking is to take place outside of the dedicated

smoking area.

27. Firefighting facilities will be to Oil Industry standards,

which will include hand-held fire extinguishers and

a hose reel. These facilities must be approved by

the local fire department.

28. All people working on site are responsible for their

own safety on site. Contractors and Principal

Agent/s shall at all times comply with the relevant

statutory requirements including the Occupational

Health and Safety Act, Act 85 of 1993.

29. A comprehensive site specific first aid kit must be

available on site at all times.

30. At least one person trained in safety and first aid

and familiar with the first aid equipment on site must

be present on the site at all times.

Residual impacts: None

Cumulative impact post mitigation: Low

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low – Medium (-)

Air Quality Impact

Potential impact and risk:

Air Quality Impact: Gas vapour emissions may cause

an odour nuisance or health impacts to adjacent

residents, staff on site or to users of the gas depot.

Nature of impact: Negative

Extent and duration of impact: Site specific; Medium term (the gas vapour fumes will

be present for the lifespan of the depot)

Consequence of impact or risk:

Odour nuisance to the adjacent residents and

inhalation of gas fumes could cause health impacts to

those exposed to the fumes.

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FORM NO. BAR10/2019 Page 62 of 86

Probability of occurrence: Probable

Degree to which the impact may cause

irreplaceable loss of resources: No loss of resource

Degree to which the impact can be reversed: Completely reversible

Indirect impacts:

Odour nuisance to the adjacent resident’s and health

impacts due to inhalation to those exposed to the

fumes.

Cumulative impact prior to mitigation: Low – Medium

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Medium

Degree to which the impact can be avoided: Not avoidable

Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be partly mitigated

Proposed mitigation:

1. Awareness training of personnel at the site and for

road tanker drivers delivering gas to site will be

conducted.

2. Contractors and Principal Agent/s shall at all times

comply with the relevant statutory requirements

including the Occupational Health and Safety Act,

Act 85 of 1993.

3. The development of site specific protocols with

regard to delivery and use of products and use of

the relevant SANS procedures.

4. The careful location and elevation of the vent pipes

to allow for the maximum dispersion of vapour.

Residual impacts: Health impacts

Cumulative impact post mitigation: Low

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low (-)

Traffic and Safety Impacts:

Potential impact and risk:

Traffic and Safety Impacts: Traffic impacts are

expected to occur for the duration of the operational

phase of the activity as a result of the additional

vehicles making use of the gas depot. This could lead

to safety impact or damage to road infrastructure.

Nature of impact: Negative

Extent and duration of impact: Local extent; Long term duration

Consequence of impact or risk:

Nuisances to road users may occur. Infrastructure

damages to the road network may occur and there

may be safety risks associated with high traffic events.

Probability of occurrence: Probable

Degree to which the impact may cause

irreplaceable loss of resources: No loss of resource

Degree to which the impact can be reversed: Partly reversible

Indirect impacts:

Nuisances to road users may occur. Infrastructure

damages to the road network may occur and there

may be safety risks associated with high traffic events.

Cumulative impact prior to mitigation: Medium

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Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Medium

Degree to which the impact can be avoided: Not avoidable

Degree to which the impact can be managed: Can be managed

Degree to which the impact can be mitigated: Can be mitigated

Proposed mitigation:

1. Damages to the road network should be monitored

and repaired as they occur.

2. All vehicles will be legally compliant.

3. All drivers will be competent and in possession of an

appropriate valid driver’s license.

4. All vehicles travelling on site will adhere to the

specified speed limits.

5. The movement of all vehicles will be controlled such

that they remain on designated routes.

6. No member of the workforce will be permitted to

drive a vehicle under the influence of alcohol or

narcotic substances.

7. Warning signage (i.e. “trucks turning”) must be

erected near the access point to the site.

Residual impacts:

Even after the above mitigation measures have been

implemented, when (worst case scenario) there is a

breakdown of a road tanker or a customer’s vehicle, or

an unanticipated que, temporary traffic impacts may

occur to the flow of existing traffic in the area.

Cumulative impact post mitigation: Low

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low (-)

Socio-economic – Creation of business and employment opportunities

Potential impact and risk:

Socio-economic – Creation of business and

employment opportunities: Permanent employment

opportunities are proposed to be created.

Nature of impact: Positive

Extent and duration of impact: Local Extent; Long term

Consequence of impact or risk: This positive impact will result in job creation and

income opportunity

Probability of occurrence: Definite

Degree to which the impact may cause

irreplaceable loss of resources: N/A – this is a positive impact

Degree to which the impact can be reversed: N/A – this is a positive impact

Indirect impacts: N/A – this is a positive impact

Cumulative impact prior to mitigation: N/A – this is a positive impact

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low to Medium (+)

Degree to which the impact can be avoided: N/A – this is a positive impact

Degree to which the impact can be managed: N/A – this is a positive impact

Degree to which the impact can be mitigated: N/A – this is a positive impact

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Proposed enhancement:

Preference should be given to historically

disadvantaged individuals from the local, surrounding

community, when appointing employees for operation

phase.

Residual impacts: None

Cumulative impact post mitigation: N/A – this is a positive impact

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low – Medium (+)

Socio-economic- Gas Supply to Local Community

Potential impact and risk:

Socio-economic – Gas Supply to the Local Community:

Gas will be readily available, with less gas shortages, as

well as an income opportunity for Afrox and Gasfit.

Nature of impact: Positive

Extent and duration of impact: Local Extent; Long term

Consequence of impact or risk: This positive impact will result in job creation and

income opportunity

Probability of occurrence: Definite

Degree to which the impact may cause

irreplaceable loss of resources: N/A – this is a positive impact

Degree to which the impact can be reversed: N/A – this is a positive impact

Indirect impacts: N/A – this is a positive impact

Cumulative impact prior to mitigation: N/A – this is a positive impact

Significance rating of impact prior to mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low to Medium (+)

Degree to which the impact can be avoided: N/A – this is a positive impact

Degree to which the impact can be managed: N/A – this is a positive impact

Degree to which the impact can be mitigated: N/A – this is a positive impact

Residual impacts: None

Cumulative impact post mitigation: N/A – this is a positive impact

Significance rating of impact after mitigation

(e.g. Low, Medium, Medium-High, High, or Very-

High)

Low – Medium (+)

SECTION I: FINDINGS, IMPACT MANAGEMENT AND MITIGATION MEASURES

1. Provide a summary of the findings and impact management measures identified by all Specialist and an indication of

how these findings and recommendations have influenced the proposed development.

An independent assessment of the Major Hazard Installation (MHI) risks was conducted at the Gasfit

gas storage Depot in Worcester by Nature and Business Alliance Africa (Pty) Ltd (please see Appendix

G1). In summary, the main findings of the MHI Risk Assessment are listed below.

• The Occupational Health and Safety Act (Act 85 of 1993) defines a major hazard installation as

“an installation-

▪ where more than the prescribed quantity of any substance is or may be kept,

whether permanently or temporarily; or

▪ where any substance is produced, used, handled or stored in such a form and

quantity that it has the potential to cause a major incident”.

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• It was concluded in the MHI Risk Assessment that the Gasfit facility and the LPG road tanker are

classified as a major hazard installation.

• The hazardous events identified by the MHI Risk Assessment that could occur at the facility could

be:

(a)An uncontrolled leak of LPG from the bulk storage tank.

(b)An uncontrolled leak of LPG from the delivery road tanker.

(c)An uncontrolled release of LPG from a cylinder at the filling platform

(d)An uncontrolled release of propane from a cylinder.

(e)An uncontrolled release of acetylene from a cylinder.

(f)An uncontrolled release of ammonia from a cylinder.

(g)An uncontrolled release of Sulphur dioxide from a cylinder.

• As a result of the hazardous events, the identified potential major incidents were:

o Vapour cloud explosion

o Jet fire

o Toxic cloud

o BLEVE on bulk storage tank

o BLEVE on cylinder

o Toxic cloud

• The most critical effect that a major incident at the facility could have is a sulphur dioxide toxic

cloud or the release of LPG scenario.

• The risk profile of the facility is within the tolerable norm for public risk (1.00E-4) as well as the norm

for tolerable worker risk (1.00E-3) as recommended by the UK Health and Safety Executive (HSE).

• Various mitigation measures have been recommended to be implemented to reduce the risk.

They have all been included in the EMPR.

The MHI Risk Assessment concluded the following:

• Residences are located 610 meters from the site and the occupants will be exposed to a toxic

sulphur dioxide gas cloud under low wind speed conditions, in case of a full release of one

cylinder.

• The level of risk posed by the facility to various populations immediately outside the site, closest

residences, vulnerable developments is highest for sulphur dioxide and LPG.

• The risks associated with the hazardous facilities on site can be tolerable provided the

recommended mitigation measures (ALARP) are implemented.

• The facility is classified as a major hazard installation, because a major incident at the site will

impact on members of the public outside the boundaries of the site.

• The LPG road tankers on site are classified as major hazard installations because a major

incident at the road tanker will impact on members of the public outside the boundary of then

site.

It was confirmed during discussions with the author of the MHI Risk Assessment, Dr Niemand, that even

if the adjacent erf is developed in the future, the health and safety risk is expected to be a low risk

because risk is a measure of the likelihood of an event and the consequence of an event. With the

proposed mitigation measures implemented, the likelihood of an event occurring is exponentially low,

resulting in the level of risk expected to be low. Dr. Niemand advised during the discussions and in the

MHI Risk Assessment that amongst other mitigation measures listed in the MHI Assessment, key

mitigation measures to reduce risk of impact to humans on the adjacent (currently vacant) site would

be the following:

• A safe separation distance of 236 meters from a BLEVE on the LPG storage tank should be

taken into consideration when planning for potential future development.

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Figure 8: Major Hazard Installation Risks associated with the proposed development.

2. List the impact management measures that were identified by all Specialist that will be included in the EMPr

The Following Impact Management Measures were recommended by the Major Hazardous Risk

Installation Specialist:

1. The emergency management plan must be updated when personnel changes or contact

details change.

2. Operating procedures for the site must be kept up to date to include preventative measures

against the uncontrolled release of the following hazardous substances:

o LPG

o Acetylene

o Propane

o Ammonia

o Sulphur dioxide

3. The outcome of the risk assessment must be brought to the attention of all the employees at

the facility.

4. The Maintenance Plan must be kept up to date for all the hazardous equipment used on the

facility. The Plan must contain at least the following:

o List of all equipment and the facilities at Gasfit

o Maintenance frequency

o Particulars of maintenance activities that must be performed on the listed equipment

o Responsible person

5. hazardous equipment and facilities on the facility must be inspected on a daily basis by means

of an Inspection Register. The Register must contain at least the following:

o List of all equipment and facilities on the facility

o Equipment items that must be inspected

o Facilities that must be inspected

o Areas that must be inspected

o Inspection findings

o Responsible person who carried out the inspection

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6. All authorised operators must be trained in the application of the operating procedures

applicable to them.

7. All operating personnel at the facility must be made aware and kept aware of the dangers

involving LPG, propane, acetylene, ammonia and sulphur dioxide.

8. The facility must remain under safety and security access control for 24 hours per day. The

safety guard on duty must comply with the following requirements:

o The guard must be trained in the potential major incidents that could occur at the site

as well as the emergency procedure that must be followed.

o The guard must be linked via SMS or cellular phone with a responsible standby person

at the site.

o The guard must be able to contact the local Fire Department immediately.

9. The Emergency Evacuation Procedure aimed at workers and visitors must be updated in

collaboration with the emergency services Worcester Municipality.

10. The Emergency Management Plan and Emergency Evacuation Procedure must be tested at

least once every 12 months by means of mock emergencies. The emergency services of

Worcester must be invited to participate in these tests.

11. Customer and staff parking bays must be located in an area where public vehicles will not

cause obstruction to emergency vehicles.

12. An LPG detection and alarm system must be installed at the cylinder platform and tested

regularly in consultation with the equipment installer.

13. The LPG road tanker must never reverse or maneuver on site.

14. A pneumatically actuated deluge system must be installed at the LPG storage tank, the road

tanker offloading bay and at the LPG cylinder platform. The system must be tested at least

weekly to confirm its reliable operation.

15. A windsock must be installed on site.

16. Surrounding neighbours must be informed about the presence of LPG, ammonia and sulphur

dioxide on site.

17. Prior to construction work for the installation of the LPG tank and cylinder platform, the local

office of the Department of Employment and Labour must be notified in writing, in accordance

with the Construction Regulations of the Department of Employment and Labour.

3. List the specialist investigations and the impact management measures that will not be implemented and provide an

explanation as to why these measures will not be implemented.

All impact management measures recommended by the specialists will be implemented. 4. Explain how the proposed development will impact the surrounding communities.

The proposed development will create new job opportunities to individuals from previously

disadvantaged backgrounds. Additional services will be available to the surrounding communities

such as the availability of gas products, improving the communities’ access to such services.

The proposed development could potentially have a negative effect on the surrounding communities

in the case of an emergency event. The MHI Report stated that communities located 610 meters from

the site will be exposed to toxic sulphur dioxide gas, if a full cylinder is released.

5. Explain how the risk of climate change may influence the proposed activity or development and how has the potential

impacts of climate change been considered and addressed.

When considering climate change in an EIA or BA context, two specific terms are appropriate, i.e.

climate change “adaptation” and “mitigation”. Climate change “adaptation” refers to the

implementation of measures to reduce the impacts of climate change on a specific project, thereby

addressing a project’s vulnerability to climate change by implementing measures to increase project

resilience. Climate change “mitigation” refers to the implementation of measures to reduce the

impact of a proposed project on climate change, thereby reducing a project’s greenhouse gas (GHG)

emissions.

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The information below aims to identify potential adaptation responses to the effects of climate change

as it relates to the proposed development, and to identity potential measures to minimise the effects

of the proposed project on climate change through climate change mitigation (by reducing GHG

emissions).

The complexity associated with climate change prediction highlights the need for adaptive and

flexible responses to climate variability. The incorporation of climate change mitigation and

adaptation into projects through the EIA and BA processes is therefore eminent.

Climate change adaptation:

Climate change projections for the Western Cape include higher mean annual temperatures, higher

maximum temperatures, more hot days and more heat waves, higher minimum temperatures, fewer

cold days and frost days, intensification of rainfall events, and increased mean sea level and

associated storm surges (DEAandDP, 2014)1.

In order to increase a project’s ability to adapt to the impacts of climate change, it is important to

identify its vulnerability or sensitivity to the potential effects of climate change. The parameters to which

this project could be vulnerable or sensitive to, together with more information on the potential

impacts, are as follows:

Increased temperatures may cause increase in fire risks or major hazardous events occurring:

The increased temperatures associated with climate change will lead to increased fire risk. Inadequate

fire risk management may result in an increased major hazardous risk occurring. The significance of this

potential impact associated will be medium without mitigation and low with mitigation.

Climate Change mitigation:

Measures should be implemented to ensure resource efficiency and renewable energy supply in order

for the proposed development to limit its greenhouse gas emissions and thereby reducing its impact

on climate change:

• Renewable energy installations such as solar should be considered for implementation as part

of the proposed development, as well as LED lighting an lightbulbs and similar fittings in the

buildings on site.

• During the operational phase the proposed development will encourage gas usage as energy

source for cooking and heating as compared to conventional coal powered electricity.

Therefore, promoting energy efficiency and a greener alternative to the surrounding

communities.

6. Explain whether there are any conflicting recommendations between the specialists. If so, explain how these have been

addressed and resolved.

N/A 7. Explain how the findings and recommendations of the different specialist studies have been integrated to inform the

most appropriate mitigation measures that should be implemented to manage the potential impacts of the proposed

activity or development.

Freshwater assessment:

The findings of the freshwater specialist concluded that the proposed development would have no

impact on the surrounding watercourses, as the development proposal will not alter the characteristics

of the wetlands. Furthermore, the identified watercourses are all located significantly away from the

development site.

Major Hazard Installation:

The recommendations made by the Hazardous Risk Specialist was used to ensure that the

development proposal is accordance with the safety requirements for the installation of the bulk LPG

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storage tank. Mitigation measures were provided to the EAP and was included in the BAR to ensure

that health and safety risks are minimised, during the operational phase.

8. Explain how the mitigation hierarchy has been applied to arrive at the best practicable environmental option.

According to the Environmental Impact Assessment and Management strategy for South Africa, 2014

Impact Mitigation Hierarchy is a tool used throughout a project lifecycle to limit negative impacts on

the environment.

1. Avoid and Prevent

The development proposal is for the installation of an LPG storage tank within an existing facility. The

facility is located within an industrial zone, with several developments surrounding the site. It is therefore

not possible to avoid or prevent the development, as the site and area is already established.

2. Minimise

The proposed development entails the installation of an LPG in an existing and operational site;

therefore, layout alternatives, scale and technology options are limited. The preferred layout

alternative was deemed to have the lowest impacts, due to the layout, safety and traffic

considerations. The development will keep environmental impacts to a minimum by complying to

various industry standards as well as regulation from the department of energy as well as the National

Energy Regulator of South Africa, among others.

3. Rehabilitate

The proposed development will not cause an irreplaceable loss of resource, as the development

proposal entails the installation of an LPG storage tank within an existing gas storage depot. The site is

located within the Worcester industrial zone and completely transformed; therefore, no rehabilitation

is expected. Should the gas depot be decommissioned, all relevant legal procedures will need to be

complied with at that moment in time.

SECTION J: GENERAL

1. Environmental Impact Statement

1.1. Provide a summary of the key findings of the EIA.

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Investigation and assessment of Erf 5875 and 5876 found that the proposed site is an ideal location to

construct an gas depot site, as there are no biodiversity impacts associated with the upgrade, there is

no vegetation on the site and the closest watercourse is approximately 400 m south east of the site. In

addition, no cultural or heritage impacts are expected to occur. The site is completely transformed,

within an urban built up area already zoned for industry (Worcester industrial area).

The most significant impact of the development proposal is the potential health and safety risk. The MHI

Risk Assessment found that a major incident such as the release of LGP or sulphur dioxide will impact

the surrounding community outside of the site boundaries. However, if the mitigation measures

recommended by the Major Hazard Installation Risk Specialist is implemented, the likelihood of an event

occurring is exponentially low, resulting in the level of risk to be low. It is also recommended that future

developments on the vacant properties adjacent to the site must have a safe separation distance of

236 meters, in case a BLEVE on the LPG storage tank.

In terms of benefits, the depot upgrade will provide job opportunities to the community during the

construction/installation and operational phases, an income stream for the applicant as well as

additional provision of gas supply services needed in the area by the community.

Given the low-medium significance of the impacts assessed and because of the fact that the likelihood

of an incident occurring is very low, the socio-economic benefit of this project should be realised and

the EAP recommends that this site should be developed with the proposed development.

The implementation of the design, construction and operational phase measures contained in the EMPr

in Appendix H, will maximize the benefits and avoid/ minimize any environmental risks associated with

the upgrade. It is in this case of particular importance to manage the health and safety risk associated

with the exposure to hazardous gasses and gas vapours.

There is thus adequate motivation for the Gasfit gas depot upgrade to proceed under the following

recommended conditions of approval:

• The mitigation measures listed in the EMPR must be strictly implemented;

• A fire wall of 3,6 meters will be constructed on the eastern boundary, adjacent to the LPG storage

tank;

• The tanks must be installed according to the following SANS:

o All relevant electrical works must be compliant with SANS 10108

All LPG storage and filling installations must comply with SANS 10087-7

o All relevant building works must comply with SANS 10400

o SANS 10087-3 (2008) (English): The handling, storage, distribution and maintenance of liquefied

petroleum gas in domestic, commercial, and industrial installations Part 3: Liquefied petroleum

gas installations involving storage vessels of individual water capacity exceeding 500 L

The following plans and procedures must be produced prior to construction taking place (as per design

phase requirements listed in the EMPR):

o Stormwater Management Plan;

o Spill Contingency Plan;

o Fire Plan;

o Update Emergency Response Plan;

o Update Preventative Maintenance Plans.

• The installation of the Aboveground Storage Tank and associated pipework must comply with the

National Building Regulations and Standards Act No. 103 of 1977;

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• The installation must comply with local authority bylaws and all procedures and equipment used must

be in accordance with the Occupational Health and Safety Act (No. 85 of 1993);

• Upon completion of the UST installation, an engineer is to inspect and verify that the tanks and the

associated infrastructure have been installed as per the design criteria described in the final BAR and

to all required SABS / SANS standards and applicable legislation.

The implementation of the design, construction and operational phase measures contained in the EMPr

in Appendix H, will maximize the benefits and minimize any environmental risks associated with the

proposal. Adherence to the EMPr should be made a condition of authorization. There is thus adequate

motivation for the gas depot expansion to proceed.

1.2. Provide a map that that superimposes the preferred activity and its associated structures and infrastructure on the

environmental sensitivities of the preferred site indicating any areas that should be avoided, including buffers. (Attach

map to this BAR as Appendix B2)

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Figure 9: Environmental sensitive areas at the proposed development site.

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Figure 10: Proposed development layout at the existing Gasfit gas depot facility, Worcester

Several Ecological Support Areas are located within the proposed development site, as shown in the

Cape Farm Mapper Map (Figure 9). The data source layer is dated 2018, and therefore does not

indicate the current condition of the site, as the site was established mid-2019 and has been operational

as a gas storage depot since 2019. 1.3. Provide a summary of the positive and negative impacts and risks that the proposed activity or development and

alternatives will have on the environment and community.

Positive Impacts:

• Utilisation of space by Gasfit who already owns the property.

• The proposed development is in line with the SDF of Worcester

• Job creation during the construction and operational phase, allowing employees to earn an

income and better their socio-economic standing.

• The establishment of an LPG bulk storage facility will contribute to the services offered in the

area and allow residents to have LPG readily available.

• The development proposal will reduce the safety risk to Afrox who currently has to transport gas

on a daily basis from Epping (Cape Town) to Worcester.

Negative Impacts:

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• Potential increase in noise levels, especially during the construction phase- the noise of the

construction vehicles may desorb residents and surrounding business owners. This will however

only be for a short period of time, as the proposed development only involves the installation of

a bulk LPG tank and the associated infrastructure.

• Increase in the level op traffic as the site is a storage depot, several trucks will collect and drop

off gas cylinders.

• The possibility of loss of lives exist, during an emergency event, as the facility will store and handle

dangerous goods.

Risks

• The major risks identified includes the storage of LPG in a bulk storage tank, as well as the LPG

road tanker, as any major incident will impact members of the public outside the boundaries if

the site.

• Several watercourses are located approximately 400 m south east of the site, therefore any

hazardous spills that are transported through the stormwater system may have indirect impacts

on the watercourses. An emergency response plan will be implemented and required in the

EMP for hazardous spills.

The EAP has assessed the impacts associated with the gas depot to be as follows, after mitigation:

Table 3: Summary Tables of Construction and Operation Phase Impact Significance, After Mitigation

CONSTRUCTION PHASE IMPACTS and BENEFITS

IMPACT IMPACT SIGNIFICANCE AFTER

MITIGATION

Soil and Groundwater Contamination and Pollution Low (-)

Visual Impact Low (-)

Dust and Noise Impact Low (-)

Fire, Health and Safety Risk Low - Medium (-)

Traffic, Safety and Access Low (-)

Socio-economic benefit – creation of 20 temporary employment opportunities Low – Medium (+)

OPERATION PHASE IMPACTS

IMPACT IMPACT SIGNIFICANCE AFTER

MITIGATION

Soil and Groundwater Contamination and Pollution Low - Medium (-)

Fire, Health and Safety Risk Low - Medium (-)

Air Quality: Gas Vapour Emissions Low (-)

Traffic and Safety Low (-)

Socio-economic benefit – creation of 4 permanent employment opportunities Low – Medium (+)

Socio-economic benefit – gas supply to community and surrounding towns

and income opportunity for Afrox and Gasfit. Medium (+)

2. Recommendation of the Environmental Assessment Practitioner (“EAP”)

2.1. Provide Impact management outcomes (based on the assessment and where applicable, specialist assessments) for the

proposed activity or development for inclusion in the EMPr

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The impact management, mitigation and monitoring measures (to avoid or reduce impacts) have

been listed in the impact tables above under “proposed mitigation” and they have also been

duplicated in the attached EMPr.

The impact management objectives, as listed in the EMPr, for each phase of the development

proposal, are as follows:

The following impact management objectives and outcomes have been identified for inclusion in the

EMPR:

Planning and Design Phase:

OBJECTIVE OUTCOMES

Appoint an Environmental Control

Officer.

The requirements of the EMPr are implemented and

monitored during all phases of the development,

which will promote sound environmental

management on site.

Undertake a GPR Survey to Detect

Existing Service Lines to be Avoided

To avoid accidental damage of service lines and gas

lines which may cause impacts to the receiving

environment. Damaged water pipes may cause

erosion, soil compaction and flooding, and damaged

sewage pipes may cause pollution and soil

contamination.

Compile / Update the Hazardous Gases

Emergency Procedures Plan.

In the event of a hazardous gas leak the procedure

and response plan is clear and understood by all,

which results in the incident having a low

environmental, health and / or safety impact.F

Compile a Fire Plan for the Gas Depot In the event of a fire at the facility the procedure and

response plan are clear and understood by all, which

results in a low health and / or safety impact.

Update the Existing Emergency Response

and Evacuation Plan

➢ To compile and Emergency Response and

Evacuation Plan that takes into account the

“on-site” and “off-site” aspects in response to

a disaster event.

➢ Ensure co-ordinated organizational and

institutional arrangements. This is to prevent or

reduce any of the hazards from occurring

and to prepare and respond if a hazard

cannot be avoided.

➢ Guide the tactical and operational co-

ordination mechanism between all the

relevant stakeholders, both pro-actively and

reactively.

➢ Provide for the safety and evacuation or

sheltering of the workers as well as that of the

public.

➢ The outcome of the plan should prompt

emergency response and relief that will:

a) Save lives,

b) Reduce further risk exposure,

c) A reduce suffering,

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FORM NO. BAR10/2019 Page 76 of 86

d) Protect property,

e) Protect the environment,

f) Reduce economic and social losses, and

g) Provide for the safety and health of all

responders;

Update Preventative Maintenance Plans Prevent leaks, prevent health and safety risk and

maintain good house-keeping

Demarcation of Working Areas and NO-

GO Areas

Construction activities will be restricted to within the

designated areas and NO-GO areas will be protected

from disturbance.

Establishment of Site Camp and

Associated Site Facilities

Before the start of the construction phase a site camp

must be established with all the required ablutions,

waste management infrastructure and firefighting

equipment where the vehicles and equipment can

be stored.

Undertake Pre-Construction ECO Visit An ECO undertakes the first inspection prior to

construction commencing to monitor the applicants

compliance to the pre-construction mitigation

measures listed above and the EA.

Construction Phase

OBJECTIVE OUTCOMES

Avoid Contamination and Pollution of the

Soil and Groundwater

To avoid the contamination of soil and groundwater

by inappropriate waste management practises, fuel

and oil spills, chemical toilet spills and inappropriate

cement mixing.

Limit Noise and Dust Impacts The surrounding environment, land users, residents

and passers-by do not experience significant

nuisance impacts related to dust, noise and vibration.

Limit Traffic Impacts to Existing Road Users,

Pedestrians and Road Infrastructure

During the construction phase of the development

while materials are being delivered to the site,

damages to road infrastructure does not occur and

the safety to pedestrians is not at unacceptable risk.

Reduce the Visual Impact of the

Construction Phase Activities

Sensitive receptors are not significantly impacted

upon by construction activities taking place.

Avoid Fire, Health and Safety Risk Gas delivery, storing and dispensing activities are

undertaken responsibly and in in line with the National

Standards so that risk of explosion or exposure to

hazardous vapours and liquids are avoided.

Enhance Business and Employment

Opportunities

The development provides a benefit to the local

community in terms of job provision.

Post Construction Rehabilitation Phase

OBJECTIVE OUTCOMES

Rehabilitate disturbed areas and ensure

environmentally sensitive closure of the

construction site.

The site is neat and tidy, and all exposed

surfaces are suitably covered/ stabilized.

There is no construction-related waste or

pollution remaining on site

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FORM NO. BAR10/2019 Page 77 of 86

Operation Phase

OBJECTIVE OUTCOMES

Avoid Soil and Groundwater Contamination No soil or groundwater contamination

occurs.

Avoid Air Quality Impact Gas vapour emissions do not cause an odour

nuisance or health impacts to adjacent

properties or to users of the gas depot.

Avoid Health and Safety Impacts

The gas depot is operated in a safe and

responsible manner in line with the legislative

requirements for the operation of a gas

depot.

Limit Traffic and Safety Impacts from

Occurring

To ensure that any damages to the road

network are maintained.

To avoid traffic accidents or delays as a

result of heavy traffic.

Enhance Business and Employment

Opportunities

The development provides a benefit to the

local community in terms of job provision.

2.2. Provide a description of any aspects that were conditional to the findings of the assessment either by the EAP or specialist

that must be included as conditions of the authorisation.

Recommended conditions of approval:

• The mitigation measures listed in the EMPR must be strictly implemented;

• A 3,6 m high wall should be constructed along the eastern boundary of the site;

• The tanks must be installed according to the following SANS:

o All relevant electrical works must be compliant with SANS 10108

o All LPG storage and filling installations must comply with SANS 10087-7

o All relevant building works must comply with SANS 10400

o SANS 10087-3 (2008) (English): The handling, storage, distribution and maintenance of

liquefied petroleum gas in domestic, commercial, and industrial installations Part 3:

Liquefied petroleum gas installations involving storage vessels of individual water

capacity exceeding 500 L

• The following plans and procedures must be produced prior to construction taking place (as

per design phase requirements listed in the EMPR):

o Stormwater Management Plan;

o Spill Contingency Plan;

o Fire Plan;

o Update Emergency Response Plan;

o Update Preventative Maintenance Plans.

• The installation of the Aboveground Storage Tanks and associated pipework must comply

with the National Building Regulations and Standards Act No. 103 of 1977;

• The installation must comply with local authority bylaws and all procedures and equipment

used must be in accordance with the Occupational Health and Safety Act (No. 85 of 1993);

Upon completion of the UST installation, an engineer is to inspect and verify that the tanks and the

associated infrastructure have been installed as per the design criteria described in the final BAR and

to all required SABS / SANS standards and applicable legislation.

2.3. Provide a reasoned opinion as to whether the proposed activity or development should or should not be authorised, and

if the opinion is that it should be authorised, any conditions that should be included in the authorisation.

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FORM NO. BAR10/2019 Page 78 of 86

Investigation and assessment of Erf 5875 and 5876 found that the proposed site is an ideal location to

utilised for additional gas storage and supply services as there are no biodiversity impacts associated

with the upgrade, there is no vegetation on the site and no water resources in close proximity to the

site (closest watercourses is approximately 400m south east of the site). In addition, no cultural or

heritage impacts are expected to occur. The site is completely transformed, within an urban built up

area already zoned for industry (Worcester industrial area).

The most significant impact of the development proposal is the potential health and safety risk. The

MHI Risk Assessment found that a major incident such as the release of LGP or sulphur dioxide will

impact the surrounding community outside of the site boundaries. However, if the mitigation measures

recommended by the Major Hazard Installation Risk Specialist is implemented, the likelihood of an

event occurring is exponentially low, resulting in the level of risk to be low. It is also recommended that

future developments on the vacant properties adjacent to the site must have a safe separation

distance of 236 meters, in case a BLEVE on the LPG storage tank.

It was confirmed during discussions with the author of the MHI Risk Assessment, Dr Niemand, that even

if the adjacent erf is developed in the future, the health and safety risk is expected to be a low risk

because risk is a measure of the likelihood of an event and the consequence of an event. With the

proposed mitigation measures implemented, the likelihood of an event occurring is exponentially low,

resulting in the level of risk expected to be low.

In terms of benefits, the depot upgrade will provide job opportunities to the community during the

construction and operation phases, an income stream for the applicant as well as additional provision

of gas supply services needed in the area by the surrounding towns and communities.

Given the low-medium significance of the impacts assessed and because of the fact that the likelihood

of an incident occurring is very low, the socio-economic benefit of this project should be realised and

the EAP recommends that this site should be developed with the proposed development.

The implementation of the design, construction and operational phase measures contained in the

EMPr in Appendix H, will maximize the benefits and avoid/ minimize any environmental risks associated

with the upgrade. It is in this case of particular importance to manage the health and safety risk

associated with the storage of the various gasses especially the storage of LPG in the proposed bulk

storage tank, to avioda potential exposure to a gas release and gas vapours.

The implementation of the design, construction and operational phase measures contained in the

EMPr in Appendix H, will maximize the benefits and minimize any environmental risks associated with

the proposal. Adherence to the EMPr should be made a condition of authorization.

There is thus adequate motivation for the gas depot expansion to proceed.

2.4. Provide a description of any assumptions, uncertainties and gaps in knowledge that relate to the assessment and

mitigation measures proposed.

Assumptions

• It is assumed that all the information provided in this report and on which the report is

based is correct and valid.

• The exact impacts discussed in this report may vary once the project commences due to

real life events. The impacts identified and the mitigatory measures proposed are

predicted to occur with the information as per this report.

• It is assumed that the proposed mitigation measures as listed in this report and the EMPr

(Appendix H) will be implemented and adhered to.

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FORM NO. BAR10/2019 Page 79 of 86

• The assessment of impacts and recommendation of mitigation measures was informed

by the site-specific ecological concerns arising from the field survey and based on the

assessor’s working knowledge and experience with similar development projects. The

degree of confidence is considered good. There is no underlying assumptions and

uncertainties or gaps in knowledge for this project.

Uncertainties:

No pre-application public consultation was carried out, therefore the comments that will be

received from the public and authorities are unknown.

Gaps in Knowledge:

There are no gaps in knowledge for the proposed project.

2.5. The period for which the EA is required, the date the activity will be concluded and when the post construction monitoring

requirements should be finalised.

i. the period within which commencement must

occur; 5 years

ii. the period for which the environmental

authorisation is granted and the date on

which the development proposal will have

been concluded, where the environmental

authorisation does not include operational

aspects;

N/A – The EA does include operational aspects

iii. the period for which the portion of the

environmental authorisation that deals with

non-operational aspects is granted; and

5 years

iv. the period for which the portion of the

environmental authorisation that deals with

operational aspects is granted.

N/A – the operation phase is permanent.

3. Water

Since the Western Cape is a water scarce area explain what measures will be implemented to avoid the use of potable water

during the development and operational phase and what measures will be implemented to reduce your water demand, save

water and measures to reuse or recycle water.

The proposed development is not associated with excessive water use. During the installation/

construction phase, non-potable water will be used for construction activities. Water used to clean

concrete batching equipment will be stored and reused in the concrete batching process.

Gasfit proposes to install JoJo tanks to capture and use rainwater on site.

4. Waste

Explain what measures have been taken to reduce, reuse or recycle waste.

Refuse waste generated on site is removed by the Breede Valley Municipality on a weekly basis. All the

broken gas cylinders are sent back to Afrox, where they either recycle of repair the gas cylinders.

5. Energy Efficiency

8.1. Explain what design measures have been taken to ensure that the development proposal will be energy efficient.

The proposed installation entails the bulk storage of LPG, the increase in storage capacity will increase

LPG availability in the area, therefore reducing electricity usage by households and businesses in the

area.

Liquid Petroleum Gas has a smaller carbon footprint, and is more energy efficient than coal, which is

primarily used in South Africa as energy source. Therefore, the development will increase energy

efficiency in the Worcester area.

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FORM NO. BAR10/2019 Page 80 of 86

The site building is fitted with fluorescent lights, which reduces energy usage.

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FORM NO. BAR10/2019 Page 81 of 86

SECTION K: DECLARATIONS

DECLARATION OF THE APPLICANT

Note: Duplicate this section where there is more than one Applicant.

I Willem Johannes Jacobus van Rooyen ID number 6801235033086 in my personal capacity or duly

authorised thereto hereby declare/affirm that all the information submitted or to be submitted as part

of this application form is true and correct, and that:

• I am fully aware of my responsibilities in terms of the National Environmental Management Act, 1998

(Act No. 107 of 1998) (“NEMA”), the Environmental Impact Assessment (“EIA”) Regulations, and any

relevant Specific Environmental Management Act and that failure to comply with these

requirements may constitute an offence in terms of relevant environmental legislation;

• I am aware of my general duty of care in terms of Section 28 of the NEMA;

• I am aware that it is an offence in terms of Section 24F of the NEMA should I commence with a

listed activity prior to obtaining an Environmental Authorisation;

• I appointed the Environmental Assessment Practitioner (“EAP”) (if not exempted from this

requirement) which:

o meets all the requirements in terms of Regulation 13 of the NEMA EIA Regulations; or

o meets all the requirements other than the requirement to be independent in terms of Regulation

13 of the NEMA EIA Regulations, but a review EAP has been appointed who does meet all the

requirements of Regulation 13 of the NEMA EIA Regulations;

• I will provide the EAP and any specialist, where applicable, and the Competent Authority with

access to all information at my disposal that is relevant to the application;

• I will be responsible for the costs incurred in complying with the NEMA EIA Regulations and other

environmental legislation including but not limited to –

o costs incurred for the appointment of the EAP or any legitimately person contracted by the

EAP;

o costs in respect of any fee prescribed by the Minister or MEC in respect of the NEMA EIA

Regulations;

o Legitimate costs in respect of specialist(s) reviews; and

o the provision of security to ensure compliance with applicable management and mitigation

measures;

• I am responsible for complying with conditions that may be attached to any decision(s) issued by

the Competent Authority, hereby indemnify, the government of the Republic, the Competent

Authority and all its officers, agents and employees, from any liability arising out of the content of

any report, any procedure or any action for which I or the EAP is responsible in terms of the NEMA

EIA Regulations and any Specific Environmental Management Act.

Note: If acting in a representative capacity, a certified copy of the resolution or power of attorney

must be attached.

09/07/2020

Signature of the Applicant: Date:

Gasfit (PTY) Ltd

Name of company (if applicable):

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FORM NO. BAR10/2019 Page 82 of 86

DECLARATION OF THE ENVIRONMENTAL ASSESSMENT PRACTITIONER (“EAP”)

I Eugene Marais EAPASA Registration number N/A as the appointed EAP hereby declare/affirm the

correctness of the:

• Information provided in this BAR and any other documents/reports submitted in support of this BAR;

• The inclusion of comments and inputs from stakeholders and IandAPs;

• The inclusion of inputs and recommendations from the specialist reports where relevant; and

• Any information provided by the EAP to interested and affected parties and any responses by the

EAP to comments or inputs made by interested and affected parties, and that:

• In terms of the general requirement to be independent:

o other than fair remuneration for work performed in terms of this application, have no business,

financial, personal or other interest in the activity or application and that there are no

circumstances that may compromise my objectivity; or

o am not independent, but another EAP that meets the general requirements set out in

Regulation 13 of NEMA EIA Regulations has been appointed to review my work (Note: a

declaration by the review EAP must be submitted);

• In terms of the remainder of the general requirements for an EAP, am fully aware of and meet all

of the requirements and that failure to comply with any the requirements may result in

disqualification;

• I have disclosed, to the Applicant, the specialist (if any), the Competent Authority and registered

interested and affected parties, all material information that have or may have the potential to

influence the decision of the Competent Authority or the objectivity of any report, plan or

document prepared or to be prepared as part of this application;

• I have ensured that information containing all relevant facts in respect of the application was

distributed or was made available to registered interested and affected parties and that

participation will be facilitated in such a manner that all interested and affected parties were

provided with a reasonable opportunity to participate and to provide comments;

• I have ensured that the comments of all interested and affected parties were considered,

recorded, responded to and submitted to the Competent Authority in respect of this application;

• I have ensured the inclusion of inputs and recommendations from the specialist reports in respect

of the application, where relevant;

• I have kept a register of all interested and affected parties that participated in the public

participation process; and

• I am aware that a false declaration is an offence in terms of Regulation 48 of the NEMA EIA

Regulations;

09/07/2020

Signature of the EAP: Date:

Sillito Environmental Consulting

Name of company (if applicable):

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FORM NO. BAR10/2019 Page 83 of 86

DECLARATION OF THE REVIEW EAP

I Chantel Muller EAPASA Registration number N/A as the appointed Review EAP hereby declare/affirm

that:

• I have reviewed all the work produced by the EAP;

• I have reviewed the correctness of the information provided as part of this Report;

• I meet all of the general requirements of EAPs as set out in Regulation 13 of the NEMA EIA

Regulations;

• I have disclosed to the applicant, the EAP, the specialist (if any), the review specialist (if any), the

Department and IandAPs, all material information that has or may have the potential to influence

the decision of the Department or the objectivity of any Report, plan or document prepared as

part of the application; and

• I am aware that a false declaration is an offence in terms of Regulation 48 of the NEMA EIA

Regulations.

Signature of the EAP: Date:

Sillito Environmental Consulting

Name of company (if applicable):

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FORM NO. BAR10/2019 Page 84 of 86

DECLARATION OF THE SPECIALIST

Note: Duplicate this section where there is more than one specialist.

I Dr Alfonso Niemand as the appointed Specialist hereby declare/affirm the correctness of the

information provided or to be provided as part of the application, and that:

• In terms of the general requirement to be independent:

o other than fair remuneration for work performed in terms of this application, have no business,

financial, personal or other interest in the development proposal or application and that there

are no circumstances that may compromise my objectivity; or

o am not independent, but another specialist (the “Review Specialist”) that meets the general

requirements set out in Regulation 13 of the NEMA EIA Regulations has been appointed to

review my work (Note: a declaration by the review specialist must be submitted);

• In terms of the remainder of the general requirements for a specialist, have throughout this EIA

process met all of the requirements;

• I have disclosed to the applicant, the EAP, the Review EAP (if applicable), the Department and

IandAPs all material information that has or may have the potential to influence the decision of

the Department or the objectivity of any Report, plan or document prepared or to be prepared

as part of the application; and

• I am aware that a false declaration is an offence in terms of Regulation 48 of the EIA Regulations.

09/07/2020

Signature of the EAP: Date:

Nature & Business Alliance Africa (Pty) Ltd

Name of company (if applicable):

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FORM NO. BAR10/2019 Page 85 of 86

DECLARATION OF THE SPECIALIST

Note: Duplicate this section where there is more than one specialist.

I Dean Ollis as the appointed Specialist hereby declare/affirm the correctness of the information

provided or to be provided as part of the application, and that:

• In terms of the general requirement to be independent:

o other than fair remuneration for work performed in terms of this application, have no business,

financial, personal or other interest in the development proposal or application and that there

are no circumstances that may compromise my objectivity; or

o am not independent, but another specialist (the “Review Specialist”) that meets the general

requirements set out in Regulation 13 of the NEMA EIA Regulations has been appointed to

review my work (Note: a declaration by the review specialist must be submitted);

• In terms of the remainder of the general requirements for a specialist, have throughout this EIA

process met all of the requirements;

• I have disclosed to the applicant, the EAP, the Review EAP (if applicable), the Department and

IandAPs all material information that has or may have the potential to influence the decision of

the Department or the objectivity of any Report, plan or document prepared or to be prepared

as part of the application; and

• I am aware that a false declaration is an offence in terms of Regulation 48 of the EIA Regulations.

09/07/2020

Signature of the EAP: Date:

Inlands Waters Consultancy

Name of company (if applicable):

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FORM NO. BAR10/2019 Page 86 of 86

DECLARATION OF THE REVIEW SPECIALIST

I ………………………………………………………., as the appointed Review Specialist hereby

declare/affirm that:

• I have reviewed all the work produced by the Specialist(s):

• I have reviewed the correctness of the specialist information provided as part of this Report;

• I meet all of the general requirements of specialists as set out in Regulation 13 of the NEMA EIA

Regulations;

• I have disclosed to the applicant, the EAP, the review EAP (if applicable), the Specialist(s), the

Department and IandAPs, all material information that has or may have the potential to influence

the decision of the Department or the objectivity of any Report, plan or document prepared as

part of the application; and

• I am aware that a false declaration is an offence in terms of Regulation 48 of the NEMA EIA

Regulations.

Signature of the EAP: Date:

Name of company (if applicable):