PROPOSED NEW FUEL STATION DEVELOPMENT BY NGOVU WANAWAKE

FEASIBILITY STUDY April 2021

REMAINDER ERF 38333 RICHMOND BUSINESS PARK, MILNERTON

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES REMAINDER ERF 38333 RICHMOND BUSINESS PARK, MILNERTON

TABLE OF CONTENTS

Chapter Description Page

1 INTRODUCTION 4

1.1 Background 4

1.2 Proposed Site 4

1.3 Traffic Growth Within the Area 5

1.4 Future Roads 5

1.5 Evaluation of Site 7

2 ESTIMATED SALES OF PROPOSED SITE 8

2.1 TRAFFIC DEMAND (ADT) 8

2.2 AVERAGE FILLS 8

2.3 INTERCEPTION RATES (P) 8

2.4 FULL TRADING DAYS IN A MONTH (D) 9

2.5 ESTIMATED FUEL SALES PER MONTH 10

3 OTHER TRAFFIC ENGINEERING CONSIDERATION 11

3.1 DURING CONSTRUCTION PHASE 11

3.2 DURING OPERATIONAL PHASE 11

3.3 DELIVERY VEHICLE CONSIDERATIONS 11

4 COMPETITOR SITES 12

5 CORRIDORS OF INTEREST / FUTURE DEVELOPMENT 13

6 FEASIBILITY OF PROPOSED SITE 15

7 TOWN PLANNING OVERVIEW 16

8 ENVIRONMENTAL SENSITIVITY DESKTOP 17

9 RECOMMENDATIONS 18

FEASIBILITY STUDY & IMPACT ON SURROUNDING SITES REMAINDER ERF 38333 RICHMOND BUSINESS PARK, MILNERTON

LIST OF ANNEXURES

ANNEXURE A

• LOCALITY MAP

ANNEXURE B

• FUTURE ROADS

ANNEXURE C

• PROPOSED SITE LAYOUT

ANNEXURE D

• PEAK HOUR TRAFFIC DATA

ANNEXURE E

• TRAFFIC COUNTS

ANNEXURE F

• SITE COMPETITORS

ANNEXURE G

• ZONING INFORMATION

ANNEXURE H

• SURROUNDING LAND-USES

ANNEXURE I

• ENVIRONMENTAL SCREENING REPORT

pg. 4

1 INTRODUCTION

1.1 Background

Ngovu Properties was appointed to investigate the proposed location for the development of a filling station. A study was launched into opening and operating a filling station in the Richmond Business Park, which is situated alongside the intersection of Plattekloof and Tyger Valley Roads, Milnerton in the City of Cape Town.

This evaluation is for a modern filling station with a canopy covered forecourt, 5 Pump Islands and four tanks selling petrol and diesel fuels and a modern 330m² convenience store, all on a site that has enough space to accommodate such a development seen in Annexure C (all annexures can be found as attachments to the report). The purpose of the study is to determine if the proposed site is feasible for opening and operating a modern, benchmark filling station. The study considers the development viability by assessing the impact on competitor stations and the projected volume of fuel to be sold from this filiing station. In addition to the forementioned the report investigates other risks for mitigation i.e. the environmental sensitivities on the property, verify the approved land use rights, the local economy or future developments and other competitive filling stations in the area. 1.2 Proposed Site

The location of the site is indicated on the locality map in Annexure A. The site area is within the emerging Richmond Business Park Area, A filling station with five (5x) pump islands (10x pump bays) and a 330m² total Gross Leasable Area (GLA) convenience store is proposed., it is bounded by Upper Southern Precinct Boulevard the proposed property including the imminent development of the within the Richmond Business Park.

pg. 5

1.3 Traffic Growth Within the Area

Peak hour traffic counts were done on Tuesday, 23 February 2021 during the Covid‐19 Level 1 lockdown period. These 2021 counts were compared with Sept. 2019 traffic counts and found to be 13% and 2% lower than the 2019 traffic counts, for the weekday AM‐ and PM peak hours respectively. Hence, the 2021 counted traffic volumes were escalated with these growth rates, PLUS an additional two percent growth rate was added per year over the two year period, to determine the calculated 2021 Existing Traffic volumes. These 2021 traffic counts were done, to identify changes in traffic patterns and turning movements at intersections since 2019, due to changes in the road network, such as the completion of the Giel Basson Drive link (completed mid‐2020). This calculated 2021 peak hour traffic volumes was used for the Existing Traffic capacity analyses. Site visits was also done in March 2021, during the peak traffic periods. The following was observed during these site visits: ¨ Plattekloof Roundabout: The southbound right‐turn movement were relatively busy during

the AM peak period, although the roundabout operated acceptably. ¨ A number of cyclist were observed along Tygerberg Valley Road / De Grendel Road,

through the Plattekloof roundabout.

The 2021 Existing Traffic conditions are based on the calculated traffic volumes as well as the existing intersection geometries and controls. Based on the Existing Traffic capacity analysis results, the following are concluded:Most study intersections currently operate acceptably. However, the following intersection experiences constraints and require upgrades:

Int. 1 Plattekloof Road / N7 Western Terminal: currently operates at unacceptable Levels‐Of‐Service LOS E / F, delays greater than 50 seconds and Volume‐to‐Capacity (v/c) ratios of 86% / 97% during the AM / PM peak hours respectively. Relatively long delays and queues are experienced on the north‐ and eastbound approaches of this intersection.

A Traffic Impact Assessment (TIA) in support of the proposed filling station development was prepared by Innovative Transport Solutions (ITS) dated April 2021. An annual traffic growth rate of 2% was recommended in this TIA and approved by the relevant metropolitan municipality. This recommended annual traffic growth rate will be adopted in this Feasibility Study for the next 3 years.

1.4 Future Roads

The feasibility of a filling station is influenced to a large extent by the ease of access to the filling station. The property is conveniently situated within the Richmond Business Park on the

pg. 6

Corner of Plattekloof Road and Upper Southern Precinct Boulevard and easy access onto the N7 Highway. Several road links, intersection‐ and interchange upgrades are planned in the vicinity of this development, as summarised below and shown on Annexure B

¨ The extension of Giel Basson Drive – (already) completed mid‐2020. ¨ Refinery Interchange (Plattekloof Road / N7 Freeway Terminals) – Reconstruction

scheduled to commence in September 2021. ¨ Extension of Burgundy Drive, between Tygerberg Valley Road and Koeberg Road,

across the N7 Freeway – construction of the section across Richmond Park to commence before end‐2021.

¨ Dualing of Tygerberg Valley Road, between Carmine Drive and Burgundy Drive – expected to commence in 2022.

¨ Extension of Carmine Drive to the future Blaauwberg Road extension‐ Note, approx. 70% of this road link is already constructed.

¨ New Blaauwberg interchange, including a link road between Koeberg Road and the re‐aligned Tygerberg Valley Road. – date unknown.

These link upgrades are expected to result in changes to the existing traffic patterns and distribution. It is likely that once this full road network is in place, that the traffic volumes along Tygerberg Valley Road could reduce. However, the remaining development potential in this area might again take up the available spare capacity, resulting in similar traffic volumes (than evaluated in this report) along the study road sections.

pg. 7

1.5 Evaluation of Site

The study site was investigated on 28 February 2020. A qualitative assessment was made and the site was ranked according to the following scale:

VERY POOR POOR AVERAGE GOOD VERY GOOD • Visibility : The site is strategically located along the intersections of Plattekloof Road and Upper Southern Precinct Boulevard. With no natural obstructions or developments potentially impairing the visibility, the site is visible to passing traffic, the visibility can be described as VERY GOOD; • Access : Full access off Mall Entrance Road and Left Out on Upper Southern Precinct Boulevard is supported by the roads authority but may not be used for anything other than the filling station. With these two proposed accesses, it can be mentioned that the access arrangement will thus be considered AVERAGE. There will be a limitation with the proposed Access which will limit accessibility for cars travelling North and through the Mall Entrance Road. A layout of the proposed access arrangement is attached in Annexure C. • Trading Market : The trading market is described as VERY GOOD. The site is positioned to serve mainly the transit market along Plattekloof Road, the Richmond Business Park and New Burgundy Housing Developments. The traffic along this route does consist of high passenger vehicles, trucks and taxi’s.

• Traffic Volumes: The traffic data viability analysis indicated that the subject site is currently exposed to high volumes of traffic which is likely to increase due to the phased completion of Richmond Business Park retail/office land parcles and furthermore, traffic off the Tygervalley Road with the proposed housing developments in and around the Burgandy Estate that are envisioned to develop in future. Exposure to traffic can thus be described as GOOD. Considering the criteria discussed above, it can be concluded that the study site has GOOD trading potential.

pg. 8

2 ESTIMATED SALES OF PROPOSED SITE

2.1 TRAFFIC DEMAND (ADT)

The viability analysis data was a summary of all vehicles counted at the time.

• Weekday AM peak hour (Surveyed peak hour 06:45 to 07:45) • Weekday PM peak hour (Surveyed peak hour 16:30 to 17:30)

The peak hours were determined from the peak period traffic counts. Details of the data are attached at the back of the report as Annexure D. 2.2 AVERAGE FILLS

The ‘Average Fill’ expected for the subject site was estimated, based on the following: • Location of the site (eg: middle-income area); • Type of traffic to be served (local and/or transient); and • Average fills recorded over a reasonable period at other filling stations in the area.

Based on the average fill rates recorded at a number of filling stations in the study area, as well as Ngovu Properties's experience with filling stations trading in a similar market, an average fill of 25.8 litres per vehicle for light vehicles was adopted for the subject site.

2.3 INTERCEPTION RATES (P)

The South African Trip Generation Rate (SATGR) manual recommends a 4 percent total capture rate of traffic volumes on the surrounding road network, and recommends that 16% of this total captured volume are net‐new trips. The above percentages and recommendations are based on old data. Hence, a rethink of these percentages is proposed, as agreed by CoCT officials. The following methodology was used to calculate this filling station development trips: • The Filling Station and Convenience Store trips were calculated separately. • Filling station = apply a 3% total capture rate (Based on the 2001 Paper “Revision of the

Guidelines for Access to Filling Stations in the Greater Pretoria Area”). All filling station trips to be evaluated as pass‐by / diverted trips.

• Convenience Store = The total GLA of the C‐Store is 330m2. However, the trip generation is based on the retail floor space only (i.e. 200m2 rounded value). The office, storage, ablutions facilities, ATM and refuse areas were included as part of the filling station trips, as agreed with CoCT officials. The relevant pass‐by (13%) and diverted (29%) percentages were also applied.

• Shared Trips = since the trips are calculated separately for the different land‐uses and since some shared trips are expected, a 10.4% shared trip reduction factor is recommended. (Based on

pg. 9

• the 2001 Paper “Revision of the Guidelines for Access to Filling Stations in the Greater Pretoria Area”).

• Based on the above methodology, this Filling Station and Convenience Store is expected to generate the following peak hour (pass‐by / diverted / nett new and total) vehicle trips:

Trip Type

Weekday AM Peak Hour

Weekday PM Peak Hour

In Out Total In Out Total

Pass‐By / Diverted Trip 38 38 76 68 68 136

Nett‐New Trips 4 3 7 12 12 24

Total Trips 42 41 83 80 80 160

From the above table, this development is expected to intercept / generate 83‐ / 160 total trips during weekday AM / PM peak hours respectively. The majority of these trips will be intercepted / captured trips, with only a few nett‐new trips being generated by the convenience store. This development is expected to generate 24 total nett‐new trips during the weekday PM peak hour and only 20 nett‐new trips when including the 15% Public Transport reduction, as agreed with CoCT officials. See Figure 6 for the expected intercepted / generated development trips and the distribution of these trips through the surrounding road network.

The 2024 Total Traffic volumes were calculated by adding the expected filling station development trips (including pass‐by, diverted, intercepted and nett new trips) to the 2024 Background Traffic volumes. The geometry used in this scenario is based on the existing intersection geometries (Annexure E see, Figure 3), plus the upgrades planned at the Refinery Interchange (Annexure E, See Figure 4C), plus the access / intersection upgrades recommended as part of this filling station development. (Annexure E, See Figure 7). Based on the capacity analyses results, all the study intersections are expected to continue to operate at acceptable levels‐of‐service, during the peak hours analysed. Hence no additional upgrades are required as part of the filling station development. However, a single lane roundabout is proposed at the Upper Southern Precinct Blvd. / Mall Access Road intersection, to ensure acceptable long term operations. This intersection would operate acceptably as part of the filling station development with the existing geometry and control, but this upgrade is proposed, to mitigate disruption of traffic flow in the future.

2.4 FULL TRADING DAYS IN A MONTH (D)

The definition of full normal trading days in a month is the number of typical weekday sales in a month. A typical weekday is a Tuesday, Wednesday or Thursday during a week with no holidays or public holidays. If there is no variation in the traffic there will be 30,5 (365/12) full normal trading days in a month.

pg. 10

A small variation between weekday and weekend traffic is expected particularly to the industrial area. Sunday traffic is expected to be much lower, therefore 30 full trading days were assumed for light motor vehicles. 2.5 ESTIMATED FUEL SALES PER MONTH

The following empiric formula is used by the fuel industry to calculate the expected average litres of fuel to be sold in a month:

L = ADT x F x p x d

Where:

L = is litres sold per month ADT = is the average daily traffic F = is the average fill per vehicle p = is the percentage of pass-by traffic turning into the site (interception rate) d = is the number of full trading days in a month

Each one of these factors used in the calculation for fuel sales are discussed in the following subsections of this Section. Table below provides a breakdown of the estimated monthly fuel sales:

Table below estimates the Volume Forecast for the Proposed Filling Station:

Year Fuel Volume Growth % 2021 300987 2% 2022 307006 2% 2023 313146 2% 2024 319409 2% 2025 325798 2%

MONTHLY POTENTIAL FUEL SALES

MOVEMENTS EAST BOUND WEST BOUND NORTH BOUND SOUTH BOUND

TRAFFIC FLOW (EST 24HR VEH/DAY) 4 792 1 961 3 128 2 791

AVERAGE FILL (LITRES/VEH) 25,8 25,8 25,8 25,8

TRADING DAYS (DAYS/MONTH) 30 30 30 30

INTERCEPTION RATE (%) 4% 1% 3% 3%

MONTH FUEL SALE VOLUME(LPM) 148 362 15 175 72 632 64 817

SUBTOTAL

300 987

300987

TOTAL ESTIMATED MONTHLY SALES POTENTIAL (1 YEAR)

ESTIMATED FUEL SALES PER MONTH (EXISTING TRAFFIC) ALL VEHICLES (INCL. CARS AND MINIBUS TAXIS)

PLATTEKLOOF ROAD TYGERVALLEY ROAD

pg. 11

3 OTHER TRAFFIC ENGINEERING CONSIDERATION

The impact of the proposed filling station on the existing traffic flow is considered for the following two phases: 3.1 DURING CONSTRUCTION PHASE

During the construction phase, construction vehicles, abnormal vehicles or freight vehicles could affect and/or disrupt current traffic flows. During this phase possible traffic congestion or increase in congestion, temporary obstructions in the roadway and the influence adjacent developments must be considered. 3.2 DURING OPERATIONAL PHASE

During the operational phase, the existing traffic flow patterns on the roadways adjacent to the proposed filling station are expected to vary and change over time. Filling stations are developments that intercept trips from the background traffic as opposed to other developments that generate additional trips. The interception of traffic could cause minor disruptions if not considered thoroughly. The following issues should be considered to minimise the possible negative impacts the proposed filling station might have on the passing traffic during the operational phase: • The detailed design of the proposed filling station should adhere to the prescribed specifications

(and subsequent approval) of the applicable road authorities; • Care should be taken pertaining to the placing of signage in the proximity of access points to

the proposed filling station; • Issues pertaining to damages and poor condition of the roads in close proximity of the filling

station should be reported to the applicable authority and custodian of the respective roads; and • Appropriate signage and traffic measures should be implemented at the filling station to ensure

safe and convenient access for passing traffic. It is concluded that the impact on the existing traffic past the site will not be negatively affected by the proposed filling station’s operations if all issues mentioned are addressed. 3.3 DELIVERY VEHICLE CONSIDERATIONS

Similar to road safety, the path of the delivery vehicle is also evaluated by the road authority. The geometric standards adopted in the design manuals allow for a delivery vehicle to enter and exit a site safely. Typically, the entrance lane width should be at least 5 m to accommodate a Single Unit + Trailer Heavy Vehicle. For light vehicles, a minimum width of only 3.5m is required.

pg. 12

4 COMPETITOR SITES

There is five competitor stations within the normal 3km radius of impact, the closest is 0.55km away, see Annexure F. The trading area is located just outside the City of Cape Town within the growth area of the Tygerberg Municipality and therefore the need for fuel station opportunity. From a Petroleum Licensing point, we would need a very strong motivation for the Site and Retail License applications to receive a positive recommendation. Justification could be done through a detailed Competitor Volume Analysis by doing actual traffic counts at the various fuel stations and analysing each site.

We estimate that the proposed new site will not impact the below sites significantly as it is targeted at the New Richmond Park Development and the New Burgandy Housing Developments that are currently underway. It is likely to intercept the same passing traffic for the Total Richmond, Engen Plattekloof, as well as Engen De Grendel Motors and has already prompted objections to the Environmental Application. They are likely to do same on the Petroleum Site and Retail Licenses. Table below illustrates competitors impacted by the Proposed Filling Station and the likely volume to be taken from these sites.

Competitor Name Offering Estimated

Fuel Volume (Litres / Month)

Estimated Fuel Volumes From Competitors

Distance from Proposed Site

Total Richmond Bonjour Shop, Steers 450 000 45 000 1.70km

Engen De Grendel Motors

Quickshop,Bakery 320 000 32 000 0.55km

Engen Edgemead Quickshop, Bakery 400 000 40 000 3.24km

Caltex Koeberg Freshstop, Seattle 450 000 45 000 2.67km

Shell Koeberg Road Select Shop, Steers 350 000 35 000 2.70km

Engen Plattekloof Quickshop, Woolworths, Bakery

380 000 38 000 3.58km

The estimated volumes that we would take from the competitor sites is estimated at 10%. With the anticipated volume taken from the above sites it would not render any of the above sites uneconomical. The additional projected volume will be derived form the proposed surrounding Developments of Richmond Business Park and Burgandy Housing Estates.

pg. 13

5 CORRIDORS OF INTEREST / FUTURE DEVELOPMENT

ATLANTIC HILLS BUSINESS PARK

The development will be a secure 44-Hectare industrial estate with 24-hour security, security fencing and manned gate houses. Units will range from 600m² to 40,000m² with sufficient power to meet low and high use purchasers or tenants. The development will be integrated into the City of Cape Town’s Integrated Transport System providing public transport access from Milnerton, Parklands, Plattekloof and Durbanville.

pg. 14

RICHMOND BUSINESS PARK

Developed with the view of being at Cape Town’s logistical hub, Richmond Business Park is located in the Durbanville area on the intersection of the N7 and M12. Take your business to the skies or the seas, with both the harbour and Cape Town International Airport within a 22km radius, or spread your business from the confluence of all major distribution roads.

Richmond Park is serviced by two major arterial routes, the N7 highway and Plattekloof Road (M14), ensuring convenient access to the N1 highway, Cape Town Port, the Cape Town CBD and the Airport.

Extensive road upgrades, include, inter alia, the dualling of Plattekloof Road from the N7 Eastern Terminal to the N1 and the dualling of Tygerberg Valley Road from Plattekloof Road to the entrance of the Park.

Easy access to public transport: Taxi, train and MyCiti bus. Chempet train station is situated 5km from the Park.

Richmond Corner is anchored by Pick ‘n Pay, Woolworths Food, Clicks and also features Vida e Café and two drive-trhough restaurants namely Burger King and KFC, amongst the 20 shops.

Proposed New Filling Station

pg. 15

6 FEASIBILITY OF PROPOSED SITE

The table below provides a summary of the indicative typical costs associated with the rebuild of a new filling station development for a minimum monthly fuel sale threshold.

ELEMENTS

BULK SERVICES CONTRIBUTIONS / CONNECTION FEES

EARTHWORKS & EXCAVATION 432 000,00

Site Clearance & Earthworks 300 000,00

Foundations 132 000,00

BUILDING WORKS: 2 435 200,00

Building & Roof Covering 1 740 000,00

Carpentry (doors, locks, ATM drs, drop safe, office safety dr) 199 200,00

Ceilings & Partitioning & Glazing 298 000,00

Finishes (tiling. painting) 198 000,00

MECHANICAL & FIRE INSTALLATION 495 000,00

Mechanical 375 000,00

Fire protection 120 000,00

INTERNAL SERVICES 1 400 000,00

Electrical Installation incl Canopy Lighting 750 000,00

Plumbing & Drainage 650 000,00

ROADWORKSCivil & Road Works (layerworks, paving, road marking) 1 075 991,93 1 075 991,93

LANDSCAPINGLand Improvements - fencing, landscaping 343 750,00 343 750,00

FUEL SYSTEM & CANOPYCanopy, Pump & Tanks Complete: 6 122 108,52

Tanks 791 364,00

Pumps 498 750,00

Fibrelight Material 299 015,52

Pipe Material 498 855,00

Software- ATG, ISIS, Ligthening Protection 1 243 433,00

Pump & Tank Installation 1 290 691,00

Canopy & Lights 1 500 000,00

SHOPFITTING 687 500,00

Shop Equipment & Fittings: 687 500,00

SIGNAGE & IMAGE 375 000,00

Signage (Incl Retail, VM, RM etc): 375 000,00

COMPUTER / CCTV 412 000,00

Computer / cctv 412 000,00

GENSETGenerator 275 000,00 275 000,00

OTHERContingency (5%): 702 677,52

Professional Team Fees (7%): 983 748,53

TOTAL COSTING 15 739 976,50

COSTING ZAR (2021)

CONVENTIONAL FILLING STATION DEVELOPMENT COSTS

pg. 16

7 TOWN PLANNING OVERVIEW

Property Description: Erf 8 Atlantic Hills, CITY OF CAPE TOWN

Current Land Use Right (Zoning): The property in question is currently zoned “Mixed Use 3” according to the City of Cape Town Map Viewer (GIS), refer to Annexure G. With reference to the City of Cape Town Zoning Scheme Regulation 2012. Primary uses permitted within this zoning includes: Business premises, industry, dwelling house, second dwelling, boarding house, flats, place of instruction, place of worship, institution, hospital, place of assembly, place of entertainment, hotel, conference facility, authority use, utility service, rooftop base telecommunication station, transport use, multiple parking garage, private road and open space. Attached is a screenshot of the City of Cape Town Zoning Scheme Regulation, 2012 as Annexure G

Secondary rights which can be obtained through a consent applications, which is permitted only if Council grants it approval for such consent use includes: Adult shop, adult entertainment business, adult services, informal trading, expo centre, scrap yard, freestanding base telecommunication station, wind turbine infrastructure, helicopter landing pad, service station and motor repair garage. Attached is a screenshot of the City of Cape Town Zoning Scheme Regulation 2012, as Annexure G

Surrounding Use: Surrounding land uses include Industries, Vacant land, Main road and Single dwelling (A map is attached as Annexure H showing the surrounding land uses). Any other land use right not mentioned above, can be obtained through the rezoning application or township application, provided it is aligned with the Spatial Development Framework (SDF) of the area.

Land Use Rights Application: Based on the desktop analysis of the site and looking at the City of Cape Town Zoning Scheme, attached as Annexure G, a Subdivision and Consent Application will need to be submitted to obtain the rights for the provision of a petrol filling station.

• Subdivision- Need to subdivide the portion needed for the petrol filling station, because the subject property is 6.1318H and that’s too big for a PFS

• Consent- A PFS according to be Zoning Scheme falls under secondary rights, which are obtained through the submission of a Consent Application

pg. 17

8 ENVIRONMENTAL SENSITIVITY DESKTOP

SLR Consulting (South Africa) (Pty) Ltd (SLR) was appointed by RPDC as the independent EAP to undertake a Basic Assessment (BA) process for the Filling Station Application in terms of the Environmental Impact Assessment (EIA) Regulations 2014 (as amended) promulgated in terms of the National Environmental Management Act (Act No. 107 of 1998;

NEMA). The compilation of this EMPr forms part of the requirements of the EIA Regulations 2014 (as amended). This EMPr will be submitted to DEA&DP for approval as part of the BA process and the final version, if necessary, will be updated to comply with any conditions of authorisation.

The screening tool Annexure I by the Department of Environmental Affairs picked up a very high sensitivity for Terrestrial Biodiversity, Aquatic Biodiversity as the ecosystem around the area of the proposed development is noted to be critically endangered. The civil aviation theme was high as the site is with a 15km radius of civil aviation aerodromes and radars.

Environmental Authorisation (EA) for the overall Richmond Park development was obtained on 21 September 2012 (EIA Ref: E12/2/4/2-A6/399-1009/10) (which was subsequently amended on 1 August 2013 (EIA Ref: 16/3/1/5/A5/106/1019/13)) by means of a Scoping and Environmental Impact Assessment (EIA) process. The EA provided for the development of a mixed-use of retail, industrial and general components on the land referred to as Richmond Park. Construction within Richmond Park has already commenced and large portions of the approved development area (including Erf 38333) have already been cleared to establish building platforms. As the above-mentioned Scoping and EIA process considered the development and use of the overall site for Richmond Park (which includes Erf 38333) and site clearing on the proposed project site has already taken place, no additional specialist studies with respect to vegetation, freshwater and heritage issues will be undertaken as part of this Basic Assessment (BA) process. As the current application relates to the establishment of a fuel station, only additional potential impacts associated with the proposed project will be assessed. No natural surface water resources are located on or in close proximity to, the site. In terms of the City of Cape Town (CCT) 2018 Biodiversity Network, Erf 38333 is demarcated as an Unselected Irreversibly Modified Site. No sensitive environments have been identified on site, or in close proximity (see Appendix D). The site is underlain by undifferentiated coastal deposits (unconsolidated to semi-consolidated sediments including, sand, calcrete, calcarenite, aeolianite, marine gravel clay, silcrete and limestone) of the Sandveld Group. Groundwater depth is estimated at approximately 7 m below ground level. The aquifer below the site is classified as a major aquifer of most vulnerability and high susceptibility. Groundwater is inferred to flow in a westerly / north-westerly direction towards the Bothasig, with potential influence from on-site topography and / or road infrastructure in the downstream direction. The site is characterised by medium to highly permeable subsoils.

pg. 18

9 RECOMMENDATIONS

This development presents the opportunity for a 24 hour Fuel Station, Convenience Store and a Fast Food Restuarant. The proposed filling station is Feasible and is Recommended for development. With the estimated fuel volume potential of 300 987 litres / month the site could successfully co-exist amongst its competitor sites. The estimated Convenience Turnover R450 000 / month excluding fast food sales, provided the right product range is stocked for this unique market. The site is part of the greater Richmond Business Park Development and as per the development information received, it should be fully developed within the next 3 years. Current Land Use Right (Zoning): The property in question is currently zoned “Mixed Use 3” according to the City of Cape Town Map Viewer (GIS), refer to Annexure G. With reference to the City of Cape Town Zoning Scheme Regulation 2012. A Special Consent Use application is required to make provision for a Petrol Filling Station on the said property. The zoning certificate obtained for this site still reflects the greater township approval rights. The desktop environmental screening by the Department of Environmental Affairs picked up a high sensitivity for Archaeological And Cultural Heritage Theme, Civil Aviation Theme, Terrestrial Biodiversity Theme Sensitivity. A Basic Assesment Application for the proposed filling station is currently under way and has addressed the above sensitivities. From a Petroleum Licensing aspect, the site would be supported as this is part of the Cape Town growth areas and we do not believ this development will have a significant impact on the existing fuel stations in the area as the focus is on new markets therefore new volumes being created. The Petroleum Site and Retail Licenses is required prior to this Petrol Filling Station development can commence. The estimated timeline for finalisation of the Environmental Authorisation, Town Planning Consent Use and Petroleum Licenses applications is 18 months.

pg. 19

Annexure A – Locality Map

pg. 20

Annexure B – Future Roads

pg. 21

Annexure C – Proposed Site Layout

pg. 22

Annexure D – AM and PM Peak Hour Traffic Count

pg. 23

Annexure E – Lane Configuration and Road Upgrades

pg. 24

Annexure F – Competitor Fuel Stations

pg. 25

Annexure G – The City Of Cape Town Zoning Scheme Regulation 2012

pg. 26

Annexure H – Surrounding Land Uses

pg. 27

Annexure I – Environmental Screening Tool

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