FILLING STATION FEASIBILITY STUDY · filling station feasibility study (rev 1) portion 288 of the farm hartebeestfontein 324‐jr, montana gardens, pretoria (c/o enkeldoorn avenue

NOVEMBER 2019

FILLING STATION FEASIBILITY STUDY

PORTION 288 OF THE FARM HARTEBEESTFONTEIN 324‐JR, MONTANA GARDENS, PRETORIA C/O ENKELDOORN AVENUE & BOUGAINVILLEA DRIVE

(Revision 1)

FILLING STATION FEASIBILITY STUDY (Rev 1) PORTION 288 OF THE FARM HARTEBEESTFONTEIN 324‐JR, MONTANA GARDENS, PRETORIA (C/O ENKELDOORN AVENUE & BOUGAINVILLEA DRIVE)

EDL ENGINEERS (PTY) LTD 2

Issue/revision Revision 0 Revision 1 Revision 2 Revision 3

Remarks Draft for Comments Future Road Planning

included

Date November 2019 November 2019

Prepared by J.M. van Rooyen J.M. van Rooyen

Checked by E.D. Kotze (Pr. Tech Eng) E.D. Kotze (Pr. Tech Eng)

Signature

Project number 19053 19053

File reference Z:/PROJECTS/19001‐

19099/

Z:/PROJECTS/19001‐

19099/

EDL Engineers (Pty) Ltd 1st Floor, Block D

The Village Office Park

c/o Glenwood Rd & Oberon Ave,

Fearie Glen, 0043

Cell: +27 (0)83 564 1563

Tel: +27 (0)87 897 5074/5/6

Email: [email protected] Website: www.edlengineers.co.za



CONTENTS

1 Introduction & Study Area 5

1.1 Introduction 5

1.2 Study Area 5

1.3 Population growth in the study area 6

1.4 Traffic growth within the Study Area 6

1.5 Future Roads 6

1.6 Evaluation of the Study Site 7

2 Impact on Existing Sites 8

2.1 Competitor Sites 8

2.2 Catchment Markets 8

2.3 Competitor Sites Investigation 9

2.4 Impact on existing sites 12

2.5 Conclusion on Competitor Stations 13

3 Estimated Sales of Proposed Site 14

3.1 2019 Traffic Demand Count 14

3.2 2019 Traffic Demand (ADT) 14

3.3 Average Fill (F) 15

3.4 Interception Rates (p) 15

3.5 Full trading days in a month 17

3.6 Expected Monthly Sales 17

4 Feasibility of Proposed Site 19

5 Other Traffic Engineering Considerations 20

5.1 Impact on Traffic Flow past the site (Safety) 20

5.2 Delivery Vehicle Path 21

6 Conclusions 22



Tables

Table 1 Expected Shared Traffic

Table 2 Impact on Surrounding Sites – Lost Fuel Sales

Table 3 Expected Interception Rates

Table 4 Estimated Fuel Sales per Month

Figures

Figure 1 Locality Plan

Figure 2 Competitor Sites

Figure 3 Existing 2019 (24 Hr) Traffic Volumes

Drawings

Drawing No: 19053/AL/01 Rev 1 Proposed Access Layout

Annexures

Annexure A: Competitor Filling Stations Photos

Annexure B: Traffic Counts



1 Introduction & Study Area

1.1 Introduction

EDL Engineers (Pty) Ltd have been appointed to investigate a site for the development of a filling station. An investigation was undertaken to prepare a study for the opening and operation of a filling station on the proposed site, which is situated on Portion 288 of the Farm Hartebeestfontein 324‐JR on the south eastern corner of the intersection of Enkeldoorn Avenue and Bougianvillea Drive in Montana Gardens, Pretoria. The evaluation was for a standard filling station with a canopy covered forecourt, at least 4 pump islands with a number of pumps (min. 8 x 4) selling petrol and diesel fuels as well as a modern convenience store, all on a site that has enough space to accommodate all of the abovementioned amenities.

The purpose of the study is to determine whether the proposed site is feasible for the opening and operation of a modern, benchmark filling station and to estimate the Litres of Fuel that will be sold monthly. The study also considers the development viability by assessing the projected volume of fuel to be sold and possible impact on competitor filling stations.

This feasibility report takes certain physical characteristics into account based on observations during the site inspection as well as surveyed traffic volumes and then makes reasonable assumptions on possible access options. Please note that the approval of access, licensing, land use issues, building plans etc. is outside the scope of this feasibility report and therefore these implementation issues cannot be guaranteed. The developer of the facility must therefore still get all the required approvals for the filling station development on this site, including (but not limited to) the items listed above.

1.2 Study Area

The proposed site, as mentioned, is located on Portion 288 of the Farm Hartebeestfontein 324‐JR on the south eastern corner of the intersection of Enkeldoorn Avenue and Bougianvillea Drive in Montana Gardens, Pretoria. The site is currently undeveloped with some higher density residential areas to the north, east and south. Some Agricultural holdings are still undeveloped to the west of the site. The major transit route of Sefako Makgatho Drive is situated approx. 1.25km to the south. The major retail areas of Kolonnade Shopping Centre and Kolonnade retail park are both less than 1.5km directly south of the site.

Enkeldoorn Avenue is under jurisdiction of the City of Tshwane Metropolitan Municipality. This road will form the western boundary of the site. This road functions as a collector street and main connection between Sefako Makgatho Drive and the surrounding residential areas.

Bougianvillea Drive is under jurisdiction of the City of Tshwane Metropolitan Municipality. This road will form the northern boundary of the site. This road functions as an access road to the many residential estates between Enkeldoorn Avenue and Breed Street.

The location of the site is indicated on the locality map in Figure 1.



1.3 Population growth in the study area

As can be seen by the Graph below, the population growth for the area of Tshwane Region 2, has been positive every year since 2011 and from 333 083 people has grown to about 393 186 people in 2019. This calculates to an average population growth of just over 2.095% per annum. This is based on data from Statistics South Africa and from the census data obtained from City of Tshwane.

330000

340000

350000

360000

370000

380000

390000

400000

2011 2012 2013 2014 2015 2016 2017 2018 2019

1.4 Traffic growth within the Study Area

Precise traffic growth patterns were not analyzed nor calculated in depth for this report. Due to the expanding residential areas, the retail centres and the main transient routes in the area as well as the developable land available in the area surrounding the site, an average of 3.0% annual traffic growth rate was assumed over the next 3 years for the study area.

1.5 Future Roads

Future planning in the area includes the extension of 3rd Road to Enkeldoorn Avenue and a traffic circle at the planned intersection of 3rd Road and Enkeldoorn Avenue.

The traffic circle at the intersection of Enkeldoorn Avenue and Bougainvillea Drive will also be moved more to the east, with Enkeldoorn Avenue being realigned for the new traffic circle positions.

Details are shown on Drawing 19053/AL/01.



1.6 Evaluation of the Study Site

The subject site was investigated, and a qualitative assessment was made, and the site was ranked according to the following descriptions:

◘ Visibility: Being located on a collector route between several larger residential estates and Sefako Makgatho Drive, with some natural obstructions and developments impairing the visibility, the site is visible to passing traffic from a moderate distance. The visibility can thus be described as GOOD;

◘ Location: The study site is located at the junction between a collector road (Enkeldoorn Avenue) and an access road (Bougianvillea Drive), between the residential areas and the Sefako Makgatho Drive transient corridor. The location of the site is considered to be GOOD;

◘ Access: Both Enkeldoorn Avenue and Bougianvillea Drive is under jurisdiction of the municipality. Enkeldoorn Avenue is planned to be upgraded and realigned, with two new traffic circles at the intersections of Bougainvillea Drive and at 3rd Road. Access to the site can potentially be provided from Bougainvillea Drive as a full access and from Enkeldoorn Avenue as a left‐in only access and it can hence be concluded that this access layout can be described as GOOD;

◘ Trading Market: The trading market is described as GOOD, as it will consist of the daily commuters and local traffic between the residential areas and Sefako Makgatho Drive.

◘ Competitor Stations: There are a few existing filling stations situated on Sefako Makgatho Drive, of which 5 are within 3km radius from the site. There are 2 other sites within a 3km radius, one on Amandelboom Road and one on Braam Pretorius Street. There is also one possible new (future) filling station located within 1km to the west. The study site is thus rated AVERAGE in terms of competitors;

◘ Traffic Volumes: The survey indicated high volumes passing the proposed site and the exposure to traffic can thus be described as GOOD; but with the planned traffic circles, access from Enkeldoorn Avenue will mainly be from southbound traffic

Considering the criteria discussed above, it can be concluded that the study site has GOOD trading potential.

Very Poor Poor Average Good Very Good



2 Impact on Existing Sites

2.1 Competitor Sites

To determine the impact on surrounding sites, it is typical to look at the filling stations sharing the same and adjacent local markets as well as filling stations located along the same routes. This guideline is used by various departments, major fuel companies and agencies. A radius of 3km is normally looked at in an urban environment, as more impact on the competitors is expected, the closer they are located to the proposed site. In the case where the site is located along a rural arterial or major arterial, it is typical to look further as the area of influence is stretched along a much longer distance due to transient traffic traveling between towns and settlements.

As this site is located within a portion of a metropolitan, eight (8) existing sites within a 1km to 3km radius were deemed relevant for this study. Figure 2 depicts these competitor filling stations in relation to the proposed site as well as the applicable catchment markets.

2.2 Catchment Markets

Physical man‐made barriers (such as freeways, railways, airports etc.) or natural barriers (such as mountains, rivers or dams) create different markets (catchment areas) for a site. For this study, types of commuters (local vs transient) were also used to divide the study area into the following markets:

◘ A: The commuter and local market of Montana Gardens

◘ B: The commuter and local market of Zambezi Country Estate

◘ C: The local market of Montana



2.3 Competitor Sites Investigation

The exact reasons on how drivers make their decisions at which filling station to fill up is not known, but it is influenced by the same factors determining the turn‐in percentage (interception rate) to be discussed in Section 3.3. Other agencies, such as the Department of Energy, consider passing road users’ access to petroleum products at existing filling stations and not all the factors influencing the interception rate. These factors will determine the moving market factor (i.e. when the study site gains customers from other existing stations).

Research indicates several factors that influence the moving market between competing filling stations. Different petrol brands play a very small role in consumer motivations. The price of the convenience store goods plays a limited role in re‐patronage. Aesthetic factors impact on re‐patronage and total customer experience (i.e. the interception rate factors mentioned previously) lead people to become more frequent patrons of a filling station. In short, it is the station that delivers the best overall experience and service to customers that outperforms competitors.

The assessment of the impact the proposed filling station will have on other filling stations in the area was mainly based on the shared traffic streams, but all other factors discussed have also been considered. It is important to note that shared traffic only gives an indication of the daily traffic movement patterns between stations.

The following existing filling stations have been deemed relevant for this study and the distances to the site have been measured along each road to the competitors:

(i) CALTEX Amandelboom Motors – 1.5km From Site

This older filling station is situated on at the corner of Amandelboom Street and Crevillea Street, east of the intersection of Amandelboom Street and Dr Van Der Merwe Road. This site has two full accesses. This site offers four (4) pump islands selling petrol and diesel fuels, and one (1) remote pump selling diesel exclusively. Average fills were recorded at 15 litres per vehicle. This site offers a small sized, modern convenience store. Other amenities at the premises include an FNB, Standard Bank and Capitec ATM, also an on‐site car wash. Nearby businesses include a Spar and Tops, a Pharmacy and a Burger Take Away. Please refer to Photo 1 in Annexure B.

(ii) SASOL Kolonnade – 1.6km from Site

This older filling station is situated on the southern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the Kolonnade shopping centre. This site is 320m west of the intersection of Sefako Makgatho Drive and Enkeldoorn Avenue and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels. Average fills recorded at 18 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM, as well as a car wash and Marko Stores Collection Point. Nearby shops include the Kolonnade Shopping Centre. Please refer to Photo 2 in Annexure B.



(iii) SASOL Zambezi North – 2.1km from Site

This older filling station is situated on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive. This site is 350m east of the intersection of Sefako Makgatho Drive and Dr Swanepoel Road and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels, and one (1) remote pump selling diesel exclusively. Average fills recorded at 19 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM. Nearby shops includes a car dealership and a small business park. Please refer to Photo 3 in Annexure B.

(iv) ENGEN Montana Crossing – 2.6km from Site

This older filling station is situated on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the shopping centre. This site is 190m west of the intersection of Sefako Makgatho Drive and Dr Swanepoel Road and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels. Average fills recorded at 24 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an ABSA (Cash Express) ATM. Nearby shops includes the Montana Crossing Shopping Centre, Hokaai Meat Market and a Wimpy Drive‐Thru. Please refer to Photo 4 in Annexure B.

(v) ENGEN Magalieskruin – 2.8km from Site

This dated filling station is situated on Braam Pretorius Street. The site can be reached by means of two (2) full accesses from Braam Pretorius Street and one access from the adjacent Shops/Restaurant. This filling station has a medium sized convenience store, car wash and an FNB ATM. Other amenities nearby include a Burger Bistro Restaurant and some smaller line shops. This filling station comprise of four (4) pump islands selling petrol and diesel fuels. Average fills were measured at 27 litres per vehicle. Please refer to Photo 5 in Annexure B.

(vi) BP Zambezi Junction – 3.2km from Site

This filling station is currently being demolished, to be rebuilt. This filling station is on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive. Nearby shops include the centres of Zambezi Junction and Montana Value Centre, no access to either of these centres can be taken from the filling station. Please refer to Photo 6 in Annexure B.



(vii) SHELL Montana Park – 3.3km from Site

This older filling station is situated on the southern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the adjacent retail centres. This site offers three (3) pump islands selling petrol and diesel fuels, and one (1) pump selling diesel exclusively. Average fills recorded at 23 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM and a Torrador Coffee Shop. Nearby shops include a Builder’s Warehouse, Bathroom Bizarre and a Hyundai Dealership. Please refer to Photo 7 in Annexure B.

(viii) Possible Future Station – 1.4km from Site

There is a filling station planned on the north western side the intersection of Dr Van Der Merwe Road and Rooibos Road. This filling station is still in the early planning phase and only a future possibility, but will be a modern site and will have a small impact on the subject site (refer to Table 1 and 2). Please refer to Photo 8 in Annexure B.



2.4 Impact on existing sites

An estimation of the shared traffic between the study site and the abovementioned existing competitor stations is summarised in Table 1. Shared traffic can be accurately calculated by conducting traffic counts at intersections closest to competitor stations and other intersections where traffic can be diverted. In lieu of such information, a percentage of shared traffic is assumed based on EDL’s experience with conducting feasibility studies and knowledge regarding traffic movement in the study area.

Table 1: Expected Shared Traffic

SITE FILLING STATION

POTENTIAL

PASS‐BY

TRAFFIC

(VEH/DAY)

POTENTIAL TRAFFIC

SHARED WITH NEW

FILLING STATION

(VEH/DAY)

PERCENTAGE OF

TOTAL TRAFFIC

SHARED (%)

GENERAL

COMMENTS

1 CALTEX Amandelboom Motors 16000 4000 25 Older Filling Station with small shop and

nearby Spar

2 SASOL Kolonnade 20 000 1000 5 Older Filling Station on main transient

route

3 SASOL Zambezi North 20 000 1500 7.5 Older Filling Station on main transient

route

4 ENGEN Montana Crossing 20 000 1500 7.5 Older Filling Station on main transient

route

5 ENGEN Magalieskruin 14500 290 2

Older filling station

with number of

shops nearby

6 BP Zambezi Junction 20 000 1500 7.5

Filling Station

(under construction)

on main transient

route

7 SHELL Montana Park 20 000 1500 7.5

Older Filling Station

on main transient

route

8

Future Filling Station

Rooibos Road & Dr Van Der

Merwe Road

16500 1650 10 Planned Filling

Station

Note that the traffic shared between existing stations and the study site does not imply the same or proportional percentage of lost fuel sales. Passing road users are more likely to purchase fuel or turn into a filling station based on the overall aesthetic perception of the facility and the quality of service offered. The station’s location, its accesses, available amenities, visibility, site layout and overall convenience offered influence the loss of fuel sales when competing against a new, modern competitor. A summary of the potential loss in fuel sales is indicated in Table 2.



Table 2: Impact on Surrounding Sites – Lost of Fuel Sales

SITE FILLING STATION

PRESENT

ESTIMATED FUEL

SALE VOLUME

POTENTIAL (LPM)

MOVING

MARKET

FACTOR

(%)

LOST FUEL

SALES IF

DEVELOPMENT

IS BUILT (LPM)

(PRESENT FUEL

SALES) – (LOST

FUEL) (LPM)

3 YEAR FUTURE SALES FROM

LOST FUELS (LPM)

1

CALTEX

Amandelboom

Motors

350 000 12 42 000 308 000 336 500

2 SASOL Kolonnade 400 000 5 20 000 380 000 415 200

3 SASOL Zambezi

North 410 000 5 20 500 385 000 420 700

4 ENGEN Montana

Crossing 380 000 5 19 000 361 000 394 500

5 ENGEN

Magalieskruin 390 000 <5 ‐ ‐ ‐

6 BP Zambezi

Juncttion 410 000 5 20 500 389 500 425 600

7 SHELL Montana

Park 400 000 5 20 000 380 000 415 200

8 Future Filling

Station 320 000 5 16 000 304 000 332 200

TOTAL 158 000

The development and operation of the proposed filling station will have an initial impact on a number of filling stations in the study area, but considering the shared traffic and different markets catered for by each one of these competitor stations, this impact should not irreparably jeopardise these businesses as they have a large transient market and this development mainly caters for a different portion of the local market.

The subject site will mainly serve traffic within the area of Montana Gardens and traffic between the residential areas and Sefako Makgatho Drive

2.5 Conclusion on Competitor Stations

From Table 1, it can be concluded that ± 158 000 liters per month will be lost by the competitor sites identified, due to the new proposed filling station. The CALTEX Amandelboom Filling Station site will be the most affected but will be able to recover most of the lost sales within 3 to 4 years after the proposed filling station is constructed. The balance of the expected fuel sales in a month will mainly be gained from the residential areas surrounding the site, and from passing vehicles that currently fill‐up elsewhere (outside the study area).



3 Estimated Sales of Proposed Site

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

L = ADT × F × p × d

Liters per month (L) = [Vehicles per day passing the site (ADT)]

x

[Average fuel fill per vehicle (F.)]

x

[Percentage vehicles of pass‐by traffic turning into the site(p)]

x

[Average full normal trading days in a month (d)]

Each of the factors used in the calculation formula for fuel sales shown above, are discussed in the following subsections of this chapter.

3.1 2019 Traffic Demand Count

Traffic Counts were used to determine the traffic demand and traffic volumes for the study area. A classified count was conducted by EDL in October at the intersection of Enkeldoorn Avenue and Bougianvillea Drive as indicated in Figure 1.

The detailed traffic count report is attached as Annexure C.

The Average Daily Traffic (ADT) currently travelling through this intersection is approximately 16 248 vehicles per day, with heavy vehicles constituting approximately 1.1% of the daily traffic and Taxi’s about 2.9% of the daily traffic.

The daily traffic flows were broken down in the different directions, as shown in the next Sub‐chapter.

3.2 2019 Traffic Demand (ADT)

The 13‐hour classified traffic count that was conducted by EDL Engineers was done on the 2nd of October 2019 at the intersection of Enkeldoorn Avenue and Bougianvillea Drive, as indicated in Figure 1. These counts were converted to 24‐hour counts and broken up into different traffic streams as shown below:

◘ 5 645 veh/day northbound on Enkeldoorn Avenue past the site (Negative);

◘ 5 874 veh/day westbound on Bougianvillea Drive past the site;

◘ 2 598 veh/day eastbound on Bougianvillea Drive past the site (Negative);

◘ 2 131veh/day southbound on Enkeldoorn Avenue past the site

From the traffic count (2019), the site is exposed to an ADT of approx. 16 248 veh/day travelling in all directions along Enkeldoorn Avenue and Bougianvillea Drive at the intersection where the filling station is proposed.



3.3 Average Fill (F)

The average fill at a site varies depending on the type of traffic it is exposed to, with higher fills generally encountered at sites exposed to more transient traffic and lower fills for local traffic. Lower fills can also be expected for sites situated in lower income areas, for older sites and higher fills in more affluent (high income) areas.

In order to get an indication of the average fill in die study area, a survey was conducted at the relevant sites where fill volumes were recorded, and the facilities provided at each station recorded. The survey indicated an average fill at similar stations of approximately 15 – 27 litres per vehicle. For the purpose of the study, an average fill of 20 litres per vehicle was deemed appropriate adopted for the calculations of the subject site.

3.4 Interception Rates (p)

The turn‐in percentages (interception rates) are determined inter alia by the following factors:

◘ Convenience (clean new facility and easily accessible);

◘ Visibility (good/long time to decide whether to use the facility or not);

◘ The amount of passer‐by traffic (as per traffic count);

◘ Type of traffic (transient, commuter or local; income level of the area also a factor);

◘ Other nearby filling stations (distances to competitor sites);

◘ Service provided to public (car wash, convenience shop, A.T.M. etc);

◘ Good accesses (proper deceleration and acceleration lanes);

◘ Location (homebound and work bound and surrounding area);

◘ Site layout (large enough to provide easy site circulation)

From previous site surveys and experience with existing and new filling station developments, it has been determined that there is a relationship between the interception rate and the passing traffic volumes of a site. This relationship is illustrated by the graph below. The expected interception rates for the proposed development are also indicated on the graph and tabulated in Table 3 on the next page. The interception rates for traffic flow on the opposite side of the road from the filling station is lower as vehicles need to cross traffic to enter the filling station.



Table 3: Expected Interception Rates

ADT = 16 248 VEH/DAY PASSING THE SITE

ROAD AND DIRECTION TRAFFIC VOLUME

(VEH/DAY)

ADOPTED INTERCEPTION

RATE

Northbound on Enkeldoorn Ave past the site (Negative Traffic)

5 645 1.0%

Westbound on Bougianvillea Dr past the site (Positive Traffic)

5 874 4.0%

Eastbound on Bougianvillea Dr past the site (Negative Traffic)

2598 3.0%

Southbound on Enkeldoorn Ave past the site (Positive Traffic)

2131 6.0%

As can be seen on the Interception Rate vs ADT graph, the interception rates expected for the subject site varies on Enkeldoorn Avenue and Bougianvillea Drive. Lower interception rates are expected for the traffic travelling on the opposite side of the street, which will have to turn across oncoming traffic (negative traffic).

ENKELDOORN AVENUE NORTHBOUND

ENKELDOORN AVENUE SOUTHBOUND

BOUGIANVILLEA DRIVE EASTBOUND BOUGIANVILLEA DRIVE WESTBOUND



3.5 Full trading days in a month

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 a Thursday during a week with no school holidays or public holidays. If there was no variation in the traffic, there would have been 30.5 (365/12) full normal trading days in a month. If, for example, the weekend traffic demand is lower than during the week, the full normal trading days in a month becomes less. It is thus wrong to assume that a default value of 30.5 days should be used since a 24‐hour facility will be operated each day of the month.

Traffic patterns in the study area largely determine the number of trading days per month. For filling stations situated in areas largely exposed to commuter traffic, 26 full trading days in a month can be expected. The 26 days is based on the fact that a Saturday and Sunday each only count for only half a trade day, resulting in only 6 full days of trading each week.

With the nearby vicinity of large developments and attractions generating higher traffic on Saturdays and Sundays. It is expected that 28 trading days per month is appropriate and was therefore assumed for the proposed filling station.

3.6 Expected Monthly Sales

For new developments a general guideline is used when estimating fuel sales for future years. It is commonly found that the full potential of a filling station’s fuel sales is not reached during the first year of operation. Only during the third year the full (100%) potential is normally reached.

In‐depth calculations for diesel sales were not conducted separately for this study. The average fills on diesel is more than that of petrol, but the profit per litre is lower. It was thus assumed that the typical profit on diesel transactions will be similar to the profit on petrol transactions. Diesel sales normally constitute only 5 – 20% of the total fuel sales, depending on the % Heavy Vehicles and there are usually other competitors that already cater for the diesel market, by offering reward programs and discounts as well as 30 day accounts.

For the purpose of this study and considering the surrounding area and the very low percentage of heavy vehicles passing the site, it was estimated that diesel transactions will account for approximately only 10% of the monthly fuel sales. A summary of the estimated fuel sales is presented in Table 4 on the next page.



Table 4: Estimated Fuel Sales per month

Montana Gardens (Enkeldoorn Ave/Bougianvillea Dr)

N OR TH SOU TH EA ST W EST

Traffic Flow (Vehicles per Day) 5,645 2,131 2,598 5,874

Average Fill (Litres per Day) 20.0 20.0 20.0 20.0

Trading Days (Days per Month) 28 28 28 28

Interception Rate (%) 1.00% 6.00% 3.00% 4.00%

SUB -T OT A L 31,612 71,602 43,646 131,578

SA LES P OT EN T IA L

278,438

ANNUAL FORECAST - MONTHLY SALES POTENTIAL

T OT A L

P ercentageo f P o tent ia l

Gro wthR ate

P etro l D ieselLIT R ES

P ER M ON T H

1 2020 90% 3.00% 232,300 25,811 258,112

2 2021 95% 3.00% 252,562 28,062 280,625

3 2022 100% 3.00% 273,831 30,426 304,256

103,214 175,224

YEA R

P ER IOD P OT EN T IA L GR OWT H EST IM A T ED LIT R ES

M ON T H LY SA LES P OT EN T IA L

MOVEMENT

ALL VEHICLESB o ugianvillea D rEnkeldo o rn A ve

Major fuel companies generally regard a new site feasible if the fuel sales volume forecast indicates that more than 300 000 litres of fuel will be sold per month. Considering the expected fuel sales tabulated in Table 4 to be slightly higher than 300 000 litres by the 3rd year of operations, it can be concluded that the proposed site will be feasible for the development of a filling station for all the larger fuel companies, (such as SASOL, TOTAL, ENGEN, BP, SHELL, etc.) on the corner of Enkeldoorn Avenue and Bougianvillea Drive, in Montana Gardens, Pretoria.

Access Road West



4 Feasibility of Proposed Site

We have previously consulted with filling station developers and considered several new filling station development cases for minimum monthly fuel sales thresholds and for development costs. Table 4 below provides a summary of the typical costs associated with a new, modern filling station development located on a site roughly like the proposed filling station.

Table 5: Typical Costs of a New Filling Station

COST ITEM COST COST

1. ZONED PROPERTY R 4 500 000.00

1.1 Rights, EIA, Licenses, etc. R 900 000.00

1.2 Land Cost R 2 500 000.00

1.3 Developer Profit R 500 000.00

1.4 Bulk Service Contribution R 350 000.00

2. CIVIL ENGINEERING CONTRACT R 4 400 000.00

2.1 Access (External Roads) R 2 000 000.00

2.2 Internal Roads (incl. paving & kerbs)

R 1 500 000.00

2.3 Earthworks R 750 000.00

2.4 Services R 150 000.00

3. BUILDER’S CONTRACT R4 300 000.00

3.1 Building R 1 350 000.00

3.2 Canopy R 1 000 000.00

3.3 Signage R 120 000.00

3.4 Shop Fitting R 350 000.00

3.5 Computer & CCTV System R 230 000.00

3.6 Generator R 250 000.00

4. OTHER R 1 450 000.00

4.1 Franchise Fee R 250 000.00

4.2 Professional Fees R 950 000.00

4.3 Gardens, Irrigation and Fencing R 250 000.00

TOTAL R 14 650 000.00

The cost variation of a filling station development is largely influenced by the cost of the zoned property, the size of the site and the civil engineering works (mainly the cost of the earthworks and the accesses). Major fuel companies generally regard such a site feasible if the projected fuel sales are in the region of 300 000 liters per month, depending on several factors, but this is not cast in stone and various fuel companies have different views on the required minimum fuel sales thresholds. Given the expected fuel sales in year 3, tabulated in Table 4 (304 000 liters per month), it can be concluded that the proposed filling station will be feasible for the larger fuel companies as the projected fuel sales are more than 300 00 litres per month.



5 Other Traffic Engineering Considerations

5.1 Impact on Traffic Flow past the site (Safety)

Road authorities have in the past identified the possible negative impact a filling station can have on the traffic flow past a site. After proper research and the input from various experienced traffic engineers, the BB2 design manual and Guidelines for Access to Filling Stations were compiled to ensure the construction of proper and safe accesses to filling stations.

A ‘Full’ Access is proposed on Enkeldoorn Avenue, and on Bougianvillea Drive a ‘Full’ Access is also proposed.

The impact of the proposed filling station on the existing traffic flow must be considered for the following two phases:

(i) During the Construction Phase

During the construction phase, construction vehicles or even abnormal vehicles or delivery 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 on adjacent developments must be considered.

(ii) During the Operational Phase

During the operational phase the existing traffic flow patterns on the roadways adjacent to the proposed site 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 minimize the possible negative impacts that the proposed filling station might have on the passing traffic during the operational phase:

◘ The detail design of the proposed filling station should adhere to the prescribed specifications (and subsequent approvals) 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 surface damage and poor condition of the roads in proximity of the site should be reported to the applicable authority and custodian of the respective roads; and

◘ Appropriate road signs and traffic markings should be implemented at the site to ensure safe and convenient access for passing traffic on both roads.

It can be concluded that the existing traffic passing the site will not be negatively affected by the proposed filling station’s operations, as the issues mentioned above will be addressed by proper access design standards, turning and deceleration lanes (if applicable) as well as appropriate signage.



5.2 Delivery Vehicle Path

Like 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 fuel delivery vehicle to enter and exit a site safely. Typically, the entrance lane width should be at least 5m wide, to accommodate a Single Unit + Trailer Heavy Vehicle. For light vehicles a minimum width of only 3.5m is required.

It can be concluded that the proposed site will be able to accommodate such fuel delivery vehicles.



6 Conclusions

The following conclusions were made regarding the proposed filling station:

◘ The expected fuel sales for the proposed filling station development is summarized in Table 4. The estimated fuel sales for the proposed filling station’s third year of operation is approximately 304 000 litres per month.

◘ The proposed filling station is expected take a total of 158 000 L/month from the 8 competitor sites (Table 2). The proposed site will have an initial negative impact on a number of existing filling stations in the study area, but considering the different markets and traffic streams catered for by each of the existing filling stations as well as the distances away from the proposed filling station, the impact should not irreparably jeopardize these businesses and with the positive traffic growth in the area, will be able to recover within 3 – 4 years of the new Filling Station being implemented.

◘ One ‘Full’ access is proposed from Bougainvillea Drive and one ‘Left‐in only’ access is proposed from Enkeldoorn Avenue on the southern approach, details are shown on Drawing 19053/AL/01 Rev 1.

General Conclusion

Major fuel companies generally regard a new site feasible if the fuel sales are more than 300 000 litres sold per month. Regarding the proposed site, as the monthly volume as summarized in Table 4 is estimated at 304 000 litres per month by the 3rd year of operation, the proposed site will be feasible for all of the fuel companies.

Considering the expected fuel sales tabulated in Table 4, it can be concluded that the proposed site will indeed be feasible for the development of a filling station.



Figures

Figure 1 Locality Plan

Figure 2 Competitor Sites

Figure 3 Existing 2019 (24 Hr) Traffic Volumes

SITE

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PORTION 288 OF THE FARM HARTEBEESTFONTEIN 324-JR LOCALITY

19053

FIG 1EDL ENGINEERS

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EDL CONSULTING ENGINEERS

1st Floor, Block D


C/O Glenwood Rd & Oberon Ave,

Fearie Glen, 0043

Tel: 087 897 5074/5/6

[email protected]

www.edlengineers.co.za

PORTION 288 OF THE FARM HARTEBEESTFONTEIN 324-JR

MAIN ROUTES AND COMPETITOR SITES

FIGURE 2 19053 16/10/2019

1:20000 JMvR E.D. KOTZE 0

COMPETITOR SITES

NO. SITE

1 CALTEX AMANDELBOOM MOTORS 1.5km

2 SASOL KOLONNADE 1.6km

3 SASOL ZAMBEZI NORTH 2.1km

4 ENGEN MONTANA CROSSING 2.6km

5 ENGEN MAGALIESKRUIN 2.8km

6 BP ZAMBEZI JUNCTION 3.2km

7 SHELL MONTANA PARK 3.3km

8 POSSIBLE FUTURE STATION 1.4km

A LOCAL MARKET OF MONTANA GARDENS

B

OOCAL MARKET OF ZAMBEZI COUNTRY

ESTATE

C LOCAL MARKET OF MONTANA

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FIG 3EDL ENGINEERS

PORTION 288 HARTEBEESTFONTEIN 324-JR EXISTING 2019 24-HOUR TRAFFIC

19053

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Drawings

Drawing No: 19053/AL/01 Rev 1 Proposed Access Layout

1.31

12.742

6.175

Max 90° Horiz

Max 10° Vert

6.65 1.31

Lock to lock time

1.701

4.49

1.475 2.8 1.1

Oil Tanker

Overall Length 15.461m

Overall Width 2.500m

Overall Body Height 3.396m

Min Body Ground Clearance 0.320m

Max Track Width 2.500m

4.00s

Kerb to Kerb Turning Radius 6.500m

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PROPOSED

FILLING STATION

PROPOSED

RESIDENTIAL DEVELOPMENT

AS PER TIA BY EDL ENGINEERS DATED DECEMBER 2019

PROPOSED

LEFT-IN ACCESS

PROPOSED FUTURE

TRAFFIC CIRCLE

PROPOSED FUTURE

TRAFFIC CIRCLE

PROPOSED KERBED

MEDIAN (SHORT TERM)

PROPOSED KERBED

MEDIAN (LONG TERM)

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PROPOSED ACCESS AND LAY-BYE LAYOUTS

FUTURE ROAD PLANNING AND ALIGNMENT

EXTERNAL PLANNED ACCESS

EDL CONSULTING ENGINEERS

1st Floor, Block D


C/O Glenwood Rd & Oberon Ave,

Fearie Glen, 0043

Tel: 087 897 5074/5/6

[email protected]

www.edlengineers.co.za

PORTION 288 HATEBEESTFONTEIN 324-JR

PROPOSED ACCESS LAYOUT

19053/AL/01 19053 04/12/2019

1:1000 JMvR E.D. KOTZE 1

NOTE:

PROPOSED TRAFFIC CIRCLES BY TSHWANE METROPOLITAN MUNICIPALITY AS PREPARED BY VIRTUAL CONSULTING ENGINEERS ON DRAWING NR. P9096-PD-011-RD-001.

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Annexures

Annexure A Competitor Filling Station Photos

Annexure B Traffic Count Report



Annexure A

Competitor Filling Station Photos



Photo 1: CALTEX AMANDELBOOM MOTORS

Photo 2: SASOL KOLONNADE

Photo 3: SASOL ZAMBEZI NORTH



Photo 4: ENGEN MONTANA CROSSING

Photo 5: ENGEN MAGALIESKRUIN

Photo 6: BP ZAMBEZI JUNCTION



Photo 7: SHELL MONTANA PARK

Photo 8: POSSIBLE FUTURE FILLING STATION



Annexure C

Traffic Count Report

TRAFFIC COUNT REPORT

ONE DAY CLASSIFIED 1 INTERSECTION

PROPOSED FILLING STATION

COUNT DATE WEDNESDAY 02 OCTOBER 2019

DATE APPROVED MONDAY 14 OCTOBER 2019

PROJECT ENGINEERS EBEN KOTZE

PR. TECH

JOHN M. VAN ROOYENB.Eng

PROJECT NUMBER 19053

MONTANA, PRETORIA, GAUTENG

INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNT

EDL Engineers (Pty) Ltd1st Floor, Block DThe Village Office ParkC/o Glenwood Rd & Oberon Ave,Fearie Glen, 0043Cell: +27 (0)83 564 1563Tel: +27 (0)87 897 5074/5/6Email: [email protected]

PROJECT INFORMATION

PROJECT DETAILS

EDL PROJECT NAMEINTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNT

PROJECT TYPE PROPOSED FILLING STATION

SITE LOCATION MONTANA, PRETORIA, GAUTENG

TRAFFIC COUNT INFORMATION 1 INTERSECTION COUNTED :

INTERSECTION 1 ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE

TYPE OF SURVEY 13 HOURS CLASSIFIED


PROJECT TEAM

MANAGING DIRECTOR EBEN KOTZE

PR. TECH

E-MAIL ADDRESS [email protected]

DATE APPROVED MONDAY 14 OCTOBER 2019

DIRECTOR SIGNATURE

PROJECT ENGINEER JOHN M. VAN ROOYEN

B.Eng

PROJECT NUMBER 19053

DATA COUNT REFERENCE EDL-PTA-1

CLIENT DETAILS

CLIENT NAME

Project Information Page 2 of 12

1. SITE LOCATION 4

FIGURE 1 : LOCALITY PLAN ............................................................................ 4

2. TRAFFIC COUNT : INTERSECTION 1 5

ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE

FIGURE 2 A : TRAFFIC MOVEMENT ................................................................. 6

Summary of All Vehicles ....................................................................................... 7

Light Vehicles ...................................................................................................... 8

Taxis ................................................................................................................... 9

Heavy Vehicles .................................................................................................... 10

Summary Chart of All Vehicles ............................................................................ 11

0

FIGURE 2 C : TRAFFIC MOVEMENT ................................................................. 23

Summary of All Vehicles ....................................................................................... 24

Light Vehicles ...................................................................................................... 25

Taxis ................................................................................................................... 26

Heavy Vehicles .................................................................................................... 27

Summary Chart of All Vehicles ............................................................................ 28

INTERSECTION 1 FIGURE NUMBER

LOCALITY PLAN 1

PROJECT CHECKED BY PROJECT

EBEN KOTZE 19053INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNT


SITE LOCATION

LEGEND:

TRAFFIC COUNT POSITIONS

FIG 1 Locality Plan Page 4 of 12

PROJECT NAMEINTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNT

INTERSECTION 1 ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE


TYPE OF SURVEY 13 HOURS CLASSIFIED

INT

ER

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& B

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NV

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1

PROJECT

ENKELDOORN

AVENUE

ESTIMATED 24HR TRAFFIC

2,208

3,666

TRAFFIC MOVEMENT

2,131

2,598

16,248

BOUGIANVILLEA

DRIVE

ENKELDOORN

AVENUE

INTERSECTION 1


PROJECT

INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNT

3,397

2,248

19053

FIGURE

TRAFFIC MOVEMENT

CHECKED BY

EBEN KOTZE

NUMBER

FIG 2A Traffic Movement Page 6 of 12

TRAFFIC COUNT INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TRAFFIC COUNTINTERSECTION 1 ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE

TYPE OF SURVEY

COUNT DATE WEDNESDAY 02 OCTOBER 2019 Project No. 19053

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 0 29 41 46 0 8 74 37 0 0 0 0 235

06:15 06:30 0 30 39 52 0 17 90 38 0 0 0 0 266

06:30 06:45 0 24 62 79 0 28 80 38 0 0 0 0 311

06:45 07:00 0 29 66 113 0 31 81 51 0 0 0 0 371

07:00 07:15 0 46 66 84 0 41 83 61 0 0 0 0 381

07:15 07:30 0 28 77 72 0 34 97 43 0 0 0 0 351

07:30 07:45 0 30 55 77 0 27 75 45 0 0 0 0 309

07:45 08:00 0 38 49 63 0 23 79 45 0 0 0 0 297

08:00 08:15 0 26 34 53 0 22 35 8 0 0 0 0 178

08:15 08:30 0 32 34 58 0 25 65 43 0 0 0 0 257

08:30 08:45 0 22 24 61 0 26 49 25 0 0 0 0 207

08:45 09:00 0 16 31 47 0 29 48 37 0 0 0 0 208

09:00 09:15 0 19 28 61 0 17 39 33 0 0 0 0 197

09:15 09:30 0 25 26 62 0 16 37 31 0 0 0 0 197

09:30 09:45 0 25 33 49 0 21 23 26 0 0 0 0 177

09:45 10:00 0 25 39 43 0 15 37 33 0 0 0 0 192

10:00 10:15 0 30 40 44 0 31 24 37 0 0 0 0 206

10:15 10:30 0 31 51 42 0 11 28 31 0 0 0 0 194

10:30 10:45 0 28 39 43 0 19 29 34 0 0 0 0 192

10:45 11:00 0 25 44 43 0 21 29 31 0 0 0 0 193

11:00 11:15 0 23 46 45 0 26 28 30 0 0 0 0 198

11:15 11:30 0 34 43 53 0 21 30 29 0 0 0 0 210

11:30 11:45 0 27 45 49 0 24 27 20 0 0 0 0 192

11:45 12:00 0 27 46 44 0 13 33 31 0 0 0 0 194

12:00 12:15 0 32 45 33 0 31 32 26 0 0 0 0 199

12:15 12:30 0 27 42 62 0 26 18 31 0 0 0 0 206

12:30 12:45 0 31 54 49 0 34 26 23 0 0 0 0 217

12:45 13:00 0 39 48 44 0 33 26 26 0 0 0 0 216

13:00 13:15 0 29 48 51 0 18 22 35 0 0 0 0 203

13:15 13:30 0 34 43 62 0 35 29 47 0 0 0 0 250

13:30 13:45 0 34 48 45 0 21 24 31 0 0 0 0 203

13:45 14:00 0 34 61 62 0 29 22 30 0 0 0 0 238

14:00 14:15 0 35 70 62 0 20 31 31 0 0 0 0 249

14:15 14:30 0 38 53 64 0 41 31 33 0 0 0 0 260

14:30 14:45 0 30 71 60 0 29 36 40 0 0 0 0 266

14:45 15:00 0 38 54 70 0 31 41 38 0 0 0 0 272

15:00 15:15 0 37 58 50 0 47 38 34 0 0 0 0 264

15:15 15:30 0 39 53 57 0 57 28 35 0 0 0 0 269

15:30 15:45 0 44 77 65 0 33 33 35 0 0 0 0 287

15:45 16:00 0 46 65 64 0 51 27 36 0 0 0 0 289

16:00 16:15 0 44 69 71 0 68 27 41 0 0 0 0 320

16:15 16:30 0 56 69 71 0 72 45 40 0 0 0 0 353

16:30 16:45 0 66 84 88 0 84 44 31 0 0 0 0 397

16:45 17:00 0 73 73 66 0 62 46 45 0 0 0 0 365

17:00 17:15 0 59 84 78 0 77 37 35 0 0 0 0 370

17:15 17:30 0 52 70 77 0 67 46 30 0 0 0 0 342

17:30 17:45 0 58 80 60 0 71 46 33 0 0 0 0 348

17:45 18:00 0 53 78 61 0 66 42 34 0 0 0 0 334

18:00 18:15 0 50 79 63 0 59 53 33 0 0 0 0 337

18:15 18:30 0 44 86 54 0 57 36 30 0 0 0 0 307

18:30 18:45 0 40 52 51 0 42 34 34 0 0 0 0 253

18:45 19:00 0 42 59 32 0 33 25 22 0 0 0 0 213

0 1,873 2,831 3,055 0 1,840 2,165 1,776 0 0 0 0 13,540

0 2,248 3,397 3,666 0 2,208 2,598 2,131 0 0 0 0 16,248

TOTALEST. 24 HR

13 HOURS CLASSIFIED

SUMMARY OF ALL VEHICLEST I M E NORTHBOUND WESTBOUND SOUTHBOUND EASTBOUND

IC1 All Vehicles Page 7 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : LIGHT VEHICLES

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 0 20 40 45 0 8 70 35 0 0 0 0 218

06:15 06:30 0 20 35 47 0 16 83 32 0 0 0 0 233

06:30 06:45 0 19 60 76 0 25 77 34 0 0 0 0 291

06:45 07:00 0 23 65 107 0 30 78 47 0 0 0 0 350

07:00 07:15 0 40 65 83 0 40 80 57 0 0 0 0 365

07:15 07:30 0 23 76 71 0 33 95 36 0 0 0 0 334

07:30 07:45 0 23 54 77 0 21 73 37 0 0 0 0 285

07:45 08:00 0 31 48 61 0 20 77 39 0 0 0 0 276

08:00 08:15 0 22 34 52 0 22 35 7 0 0 0 0 172

08:15 08:30 0 29 34 57 0 25 64 38 0 0 0 0 247

08:30 08:45 0 16 24 61 0 25 49 23 0 0 0 0 198

08:45 09:00 0 15 31 47 0 29 48 32 0 0 0 0 202

09:00 09:15 0 17 28 60 0 17 37 33 0 0 0 0 192

09:15 09:30 0 25 25 61 0 14 34 29 0 0 0 0 188

09:30 09:45 0 23 31 49 0 21 22 26 0 0 0 0 172

09:45 10:00 0 25 39 43 0 14 37 32 0 0 0 0 190

10:00 10:15 0 30 39 43 0 29 24 36 0 0 0 0 201

10:15 10:30 0 28 51 42 0 11 27 29 0 0 0 0 188

10:30 10:45 0 26 39 43 0 19 29 32 0 0 0 0 188

10:45 11:00 0 24 43 41 0 20 27 30 0 0 0 0 185

11:00 11:15 0 22 45 43 0 26 27 30 0 0 0 0 193

11:15 11:30 0 32 43 51 0 21 28 26 0 0 0 0 201

11:30 11:45 0 26 43 48 0 21 25 19 0 0 0 0 182

11:45 12:00 0 24 45 43 0 12 31 29 0 0 0 0 184

12:00 12:15 0 30 44 31 0 31 31 26 0 0 0 0 193

12:15 12:30 0 26 42 61 0 24 18 29 0 0 0 0 200

12:30 12:45 0 29 54 48 0 32 26 22 0 0 0 0 211

12:45 13:00 0 38 47 44 0 33 26 25 0 0 0 0 213

13:00 13:15 0 27 47 50 0 18 22 33 0 0 0 0 197

13:15 13:30 0 31 42 62 0 33 28 46 0 0 0 0 242

13:30 13:45 0 30 47 44 0 21 23 25 0 0 0 0 190

13:45 14:00 0 31 61 62 0 29 21 28 0 0 0 0 232

14:00 14:15 0 35 69 62 0 19 30 28 0 0 0 0 243

14:15 14:30 0 35 52 62 0 36 27 32 0 0 0 0 244

14:30 14:45 0 27 67 56 0 27 34 33 0 0 0 0 244

14:45 15:00 0 35 52 69 0 25 37 33 0 0 0 0 251

15:00 15:15 0 36 55 49 0 43 38 31 0 0 0 0 252

15:15 15:30 0 39 51 52 0 55 26 30 0 0 0 0 253

15:30 15:45 0 42 75 63 0 32 32 32 0 0 0 0 276

15:45 16:00 0 40 60 63 0 49 27 31 0 0 0 0 270

16:00 16:15 0 43 68 66 0 66 27 40 0 0 0 0 310

16:15 16:30 0 54 68 70 0 72 44 34 0 0 0 0 342

16:30 16:45 0 64 83 84 0 81 43 30 0 0 0 0 385

16:45 17:00 0 71 72 63 0 61 46 43 0 0 0 0 356

17:00 17:15 0 57 82 77 0 77 36 32 0 0 0 0 361

17:15 17:30 0 50 70 77 0 67 46 30 0 0 0 0 340

17:30 17:45 0 56 79 59 0 69 46 30 0 0 0 0 339

17:45 18:00 0 51 77 59 0 66 41 32 0 0 0 0 326

18:00 18:15 0 44 78 59 0 59 52 31 0 0 0 0 323

18:15 18:30 0 41 86 53 0 56 36 28 0 0 0 0 300

18:30 18:45 0 38 51 51 0 41 34 32 0 0 0 0 247

18:45 19:00 0 40 59 32 0 33 25 19 0 0 0 0 208

0 1,723 2,775 2,979 0 1,774 2,099 1,633 0 0 0 0 12,983

0 2,068 3,330 3,575 0 2,129 2,519 1,960 0 0 0 0 15,580

13 HOURS CLASSIFIED

T I M E NORTHBOUND WESTBOUND SOUTHBOUND

TOTAL

EASTBOUND

EST. 24 HR

IC1 Light Vehicles Page 8 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : TAXIS

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 0 7 1 1 0 0 4 0 0 0 0 0 13

06:15 06:30 0 10 4 5 0 1 7 5 0 0 0 0 32

06:30 06:45 0 5 2 3 0 3 3 3 0 0 0 0 19

06:45 07:00 0 6 1 5 0 1 3 4 0 0 0 0 20

07:00 07:15 0 6 1 1 0 1 2 4 0 0 0 0 15

07:15 07:30 0 5 0 1 0 1 1 7 0 0 0 0 15

07:30 07:45 0 6 1 0 0 3 2 8 0 0 0 0 20

07:45 08:00 0 7 0 1 0 2 1 5 0 0 0 0 16

08:00 08:15 0 4 0 0 0 0 0 1 0 0 0 0 5

08:15 08:30 0 3 0 0 0 0 1 3 0 0 0 0 7

08:30 08:45 0 4 0 0 0 0 0 0 0 0 0 0 4

08:45 09:00 0 1 0 0 0 0 0 2 0 0 0 0 3

09:00 09:15 0 1 0 1 0 0 0 0 0 0 0 0 2

09:15 09:30 0 0 1 0 0 0 0 1 0 0 0 0 2

09:30 09:45 0 2 1 0 0 0 0 0 0 0 0 0 3

09:45 10:00 0 0 0 0 0 0 0 1 0 0 0 0 1

10:00 10:15 0 0 1 0 0 0 0 1 0 0 0 0 2

10:15 10:30 0 2 0 0 0 0 0 0 0 0 0 0 2

10:30 10:45 0 1 0 0 0 0 0 2 0 0 0 0 3

10:45 11:00 0 1 1 0 0 0 0 0 0 0 0 0 2

11:00 11:15 0 1 1 0 0 0 1 0 0 0 0 0 3

11:15 11:30 0 1 0 1 0 0 1 2 0 0 0 0 5

11:30 11:45 0 1 2 0 0 0 0 0 0 0 0 0 3

11:45 12:00 0 1 0 1 0 1 0 2 0 0 0 0 5

12:00 12:15 0 2 1 1 0 0 0 0 0 0 0 0 4

12:15 12:30 0 1 0 1 0 1 0 2 0 0 0 0 5

12:30 12:45 0 2 0 0 0 0 0 0 0 0 0 0 2

12:45 13:00 0 1 1 0 0 0 0 1 0 0 0 0 3

13:00 13:15 0 0 1 0 0 0 0 1 0 0 0 0 2

13:15 13:30 0 2 0 0 0 1 0 1 0 0 0 0 4

13:30 13:45 0 4 1 1 0 0 0 4 0 0 0 0 10

13:45 14:00 0 1 0 0 0 0 0 1 0 0 0 0 2

14:00 14:15 0 0 1 0 0 1 0 2 0 0 0 0 4

14:15 14:30 0 2 1 2 0 3 3 1 0 0 0 0 12

14:30 14:45 0 1 3 4 0 2 1 7 0 0 0 0 18

14:45 15:00 0 2 1 0 0 4 1 3 0 0 0 0 11

15:00 15:15 0 0 3 1 0 2 0 2 0 0 0 0 8

15:15 15:30 0 0 0 3 0 1 1 3 0 0 0 0 8

15:30 15:45 0 1 1 1 0 1 0 3 0 0 0 0 7

15:45 16:00 0 5 4 1 0 2 0 3 0 0 0 0 15

16:00 16:15 0 1 1 2 0 0 0 1 0 0 0 0 5

16:15 16:30 0 2 0 1 0 0 1 5 0 0 0 0 9

16:30 16:45 0 2 1 2 0 1 1 1 0 0 0 0 8

16:45 17:00 0 2 1 2 0 1 0 2 0 0 0 0 8

17:00 17:15 0 1 2 1 0 0 1 2 0 0 0 0 7

17:15 17:30 0 1 0 0 0 0 0 0 0 0 0 0 1

17:30 17:45 0 2 0 1 0 1 0 2 0 0 0 0 6

17:45 18:00 0 2 1 0 0 0 1 2 0 0 0 0 6

18:00 18:15 0 4 1 4 0 0 1 1 0 0 0 0 11

18:15 18:30 0 2 0 1 0 1 0 2 0 0 0 0 6

18:30 18:45 0 2 1 0 0 1 0 1 0 0 0 0 5

18:45 19:00 0 2 0 0 0 0 0 3 0 0 0 0 5

0 122 43 49 0 36 37 107 0 0 0 0 394

0 146 52 59 0 43 44 128 0 0 0 0 473

13 HOURS CLASSIFIED


TOTAL

EASTBOUND

EST. 24 HR

IC1 Taxis Page 9 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : HEAVY VEHICLES

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 0 2 0 0 0 0 0 2 0 0 0 0 4

06:15 06:30 0 0 0 0 0 0 0 1 0 0 0 0 1

06:30 06:45 0 0 0 0 0 0 0 1 0 0 0 0 1

06:45 07:00 0 0 0 1 0 0 0 0 0 0 0 0 1

07:00 07:15 0 0 0 0 0 0 1 0 0 0 0 0 1

07:15 07:30 0 0 1 0 0 0 1 0 0 0 0 0 2

07:30 07:45 0 1 0 0 0 3 0 0 0 0 0 0 4

07:45 08:00 0 0 1 1 0 1 1 1 0 0 0 0 5

08:00 08:15 0 0 0 1 0 0 0 0 0 0 0 0 1

08:15 08:30 0 0 0 1 0 0 0 2 0 0 0 0 3

08:30 08:45 0 2 0 0 0 1 0 2 0 0 0 0 5

08:45 09:00 0 0 0 0 0 0 0 3 0 0 0 0 3

09:00 09:15 0 1 0 0 0 0 2 0 0 0 0 0 3

09:15 09:30 0 0 0 1 0 2 3 1 0 0 0 0 7

09:30 09:45 0 0 1 0 0 0 1 0 0 0 0 0 2

09:45 10:00 0 0 0 0 0 1 0 0 0 0 0 0 1

10:00 10:15 0 0 0 1 0 2 0 0 0 0 0 0 3

10:15 10:30 0 1 0 0 0 0 1 2 0 0 0 0 4

10:30 10:45 0 1 0 0 0 0 0 0 0 0 0 0 1

10:45 11:00 0 0 0 2 0 1 2 1 0 0 0 0 6

11:00 11:15 0 0 0 2 0 0 0 0 0 0 0 0 2

11:15 11:30 0 1 0 1 0 0 1 1 0 0 0 0 4

11:30 11:45 0 0 0 1 0 3 2 1 0 0 0 0 7

11:45 12:00 0 2 1 0 0 0 2 0 0 0 0 0 5

12:00 12:15 0 0 0 1 0 0 1 0 0 0 0 0 2

12:15 12:30 0 0 0 0 0 1 0 0 0 0 0 0 1

12:30 12:45 0 0 0 1 0 2 0 1 0 0 0 0 4

12:45 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0

13:00 13:15 0 2 0 1 0 0 0 1 0 0 0 0 4

13:15 13:30 0 1 1 0 0 1 1 0 0 0 0 0 4

13:30 13:45 0 0 0 0 0 0 1 2 0 0 0 0 3

13:45 14:00 0 2 0 0 0 0 1 1 0 0 0 0 4

14:00 14:15 0 0 0 0 0 0 1 1 0 0 0 0 2

14:15 14:30 0 1 0 0 0 2 1 0 0 0 0 0 4

14:30 14:45 0 2 1 0 0 0 1 0 0 0 0 0 4

14:45 15:00 0 1 1 1 0 2 3 2 0 0 0 0 10

15:00 15:15 0 1 0 0 0 2 0 1 0 0 0 0 4

15:15 15:30 0 0 2 2 0 1 1 2 0 0 0 0 8

15:30 15:45 0 1 1 1 0 0 1 0 0 0 0 0 4

15:45 16:00 0 1 1 0 0 0 0 2 0 0 0 0 4

16:00 16:15 0 0 0 3 0 2 0 0 0 0 0 0 5

16:15 16:30 0 0 1 0 0 0 0 1 0 0 0 0 2

16:30 16:45 0 0 0 2 0 2 0 0 0 0 0 0 4

16:45 17:00 0 0 0 1 0 0 0 0 0 0 0 0 1

17:00 17:15 0 1 0 0 0 0 0 1 0 0 0 0 2

17:15 17:30 0 1 0 0 0 0 0 0 0 0 0 0 1

17:30 17:45 0 0 1 0 0 1 0 1 0 0 0 0 3

17:45 18:00 0 0 0 2 0 0 0 0 0 0 0 0 2

18:00 18:15 0 2 0 0 0 0 0 1 0 0 0 0 3

18:15 18:30 0 1 0 0 0 0 0 0 0 0 0 0 1

18:30 18:45 0 0 0 0 0 0 0 1 0 0 0 0 1

18:45 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0

0 28 0 27 0 30 29 36 0 0 0 0 163

0 34 0 32 0 36 35 43 0 0 0 0 180

13 HOURS CLASSIFIED


TOTAL

EASTBOUND

EST. 24 HR

IC1 Heavy Vehicles Page 10 of 12

TRAFFIC COUNT INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TYPE OF SURVEY 13 HOURS CLASSIFIED PROJECT NUMBER

INTERSECTION 1 ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE COUNT DATE WEDNESDAY 02 OCTOBER 2019 19053

SUMMARY OF ALL VEHICLES23

5

266

311

371 38

1

351

309

297

178

257

207

208

197

197

177 19

2 206

194

192

193 198 21

0

192

194 199 20

6 217

216

203

250

203

238 24

9 260 26

6 272

264 269

287

289

320

353

397

365 370

342 34

8

334

337

307

253

213

0

100

200

300

400

500

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

TR

AF

FIC

MO

VE

ME

NT

TRAFFIC PER 15 MINUTE PERIOD

IC1 Summary Charts Page 11 of 12

TRAFFIC COUNT INTERSECTION OF ENKELDOORN AVE AND BOUGIANVILLEA DR TYPE OF SURVEY 13 HOURS CLASSIFIED PROJECT No.

INTERSECTION 1 ENKELDOORN AVENUE & BOUGIANVILLEA DRIVE COUNT DATE WEDNESDAY 02 OCTOBER 2019 19053

SUMMARISED BREAKDOWN OF ALL VEHICLES

TAXIS

HEAVY VEHICLES

LIGHT VEHICLES

218 23

329

135

0 365

334

285

276

172

247

198

202

192

188

172 19

0 201

188

188

185

193

201

182

184

193

200 211

213

197

242

190

232 243

244

244

251

252

253 27

627

0 310 34

238

535

636

134

033

932

632

330

024

720

8

0

100

200

300

400

500

06:

00

07:

00

08:

00

09:

00

10:

00

11:

00

12:

00

13:

00

14:

00

15:

00

16:

00

17:

00

18:

00

1332

19 2015 15

2016

5 7 4 3 2 2 3 1 2 2 3 2 3 5 3 5 4 5 2 3 2 410

2 412

1811 8 8 7

155

9 8 8 71

6 611

6 5 5

0

100

06:

00

07:

00

08:

00

09:

00

10:

00

11:

00

12:

00

13:

00

14:

00

15:

00

16:

00

17:

00

18:

00

41 1 1 1 2 4 51 3 5 3 3

72 1 3 41

62 4

7 52 14

04 4 3 4 2 4 4

104

84 4 5

2 41 2 1 3 2 3 1 1 0

0

100

06:

00

07:

00

08:

00

09:

00

10:

00

11:

00

12:

00

13:

00

14:

00

15:

00

16:

00

17:

00

18:

00

IC1 Summary Charts Page 12 of 12

Documents

FILLING STATION FEASIBILITY STUDY · filling station feasibility study (rev 1) portion 288 of the farm hartebeestfontein 324‐jr, montana gardens, pretoria (c/o enkeldoorn avenue