Filling Station Site Evaluation Report

D2257

R544 (P120/1)

D2771

PORTION 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

FILLING STATION SITE EVALUATION REPORT

AUGUST 2018

EDL Engineers (Pty) Ltd 1st Floor, Block D The Village Office Park C/O Oberon Ave & Glenwood Rd, Fearie Glen, 0043 Tel: +27 (0)87 897 5074 Cell: +27 (0)83 564 1563 Email: [email protected] FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

Issue/revision Issue 1 Revision 2 Revision 3

Remarks Final Draft Report

Date August 2018

Prepared by E.D. Kotze / J.M. v Rooyen

Checked by E.D. Kotze Pr Tech Eng

Signature

Project number 18025

File reference Z:/PROJECTS/18001- 18099/

EDL Engineers (Pty) Ltd

1st Floor, Block D The Village Office Park C/O Oberon Ave & Glenwood Rd, Fearie Glen, 0043 Tel: +27 (0)87 897 5074 Cell: +27 (0)83 564 1563 Email: [email protected] www.EDLengineers.co.za FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

CONTENTS

1. Project Background 5 1.1 Introduction 5 1.2 Site Location and Surrounding Area 5 1.3 Traffic growth on the R544 5

2. Population Growth 6

2.1 Emalahleni Population 6 2.2 Emalahleni Population Growth 6

3. Need and Desirability 7 3.1 Need 7 3.2 Desirability 8

4. Estimated sales of the proposed site 9 4.1 Calculation Method 9 4.2 Traffic Demand 9 4.3 Average Fill 10 4.4 Interception Rates 10 4.5 Future Expected Fuel Sales 12

5. Competitor Sites 15

6. Conclusions 17

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

Figures Figure 1 Locality Plan Figure 2 Main routes & Competitor sites Figure 3 Existing 24 Hour 2018 Total Traffic Volumes Figure 4 Existing 24 Hour 2018 Heavy Vehicles Traffic Volumes

Drawing(s) SDP (SITE DEVELOPMENT PLAN) Prepared by LV Concept & Design

Annexures Annexure A Traffic Count

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

1. Project Background

1.1 Introduction

EDL Engineers (Pty) Ltd were appointed to prepare a Site Evaluation Report for a new Filling Station to be known as Command Park Filling Station, to be located on Portion 302 and Portion 303 (ptn’s of ptn 65) Naauwpoort 335 JS, Mpumalanga, by Command Filling Station (Pty) Ltd. The Purpose of the study is to evaluate the traffic past the site, the traffic growth, discuss the population, previous and future growth, estimated fuel volumes sales potential and discuss the need and desirability as well as the competitor sites within various radius distances from the proposed site.

1.2 Site Location and Surrounding Area

The proposed site is located next to the R544 a very busy provincial major arterial route connecting Emalahleni in the north to Kriel in the south, as well as other class 2 roads such as R575 and R547. The R544 route passing the site provides mobility as well as access to numerous industrial businesses, coal mines and farms to the north and south of the site.

The area surrounding the site is characterised by mainly a combination of light and heavy industrial businesses with some commercial and mining land uses nearby.

Emalahleni is well known for its industrial and mining industries and the R544 links the N12, R575, R547 and Emalahleni as well as its surrounding residential and industrial land uses to each other and also the larger agricultural community and smaller towns to the south of Emalahleni.

1.3 Traffic growth on the R544

Traffic Counts have been undertaken near the site on the R544 on various occasions in the past, and therefore fairly accurate traffic growth rates could be established on the R544 over a number of years, past the site. From the traffic counts undertaken, one can see the annual traffic growth that is positive over the past 7 years, as listed below:

1 Dec 2011 Count – 15379vpd passing the site on R544 (WSP Africa) 6 Sep 2016 Count – 17017vpd passing the site on R544 (WSP Africa) 1 Aug 2018 Count – 17700vpd passing the site on R544 (EDL Engineers)

The Traffic Counts shown above, passing the site from 2011 to 2016 shows a significant positive growth of 10,7% over 5 years, which is an average of 2,14% growth rate per annum.

From 2016 to 2018, a further 2 years show that the traffic growth stayed positive at 4,01% over the 2 years or an average of just over 2% per annum. If the growth is calculated from 2011 to 2018 the average growth calculates to 2,15% per annum.

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

2.1 Emalahleni Population

According to Stats SA, over a period of 15 years, Emalahleni has had a positive population growth every year, with an average of 3,65% year on year growth. From the population numbers we obtained, the annual population growth is phenomenal, if one looks at the period from 2001 when the population within the Emalahleni Municipality area was 276,413 to 2011 the population had grown to 395,466 people, which is a total of 43% growth over 10 years and over 4% annual growth per year. From 2011 to 2016, a 5 year period, the population grew further to 455,227 people from the community survey undertaken, which calculates to an average positive growth of just over 3% per annum.

2.2 Emalahleni Population Growth

Below is a graph showing the population growth from 2001 to 2018, with the latest population estimation for 2018 being around 483,000 people in Emalahleni. Previous estimates have estimated the population for 2018 to be around 508,150 people, but the actual based on the 2016 survey is estimated closer to 483,000.

Over a 7 year period (from 2011 to 2018), the average annual population growth is calculated at just over 3,0%, which in a positive growth rate, and this positive growth trend is expected to continue for the next 10 years.

Graph 1 : Population History (2001 to 2018)

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

3. Need and Desirability

3.1 Need

The application site, Portion 302 and 303 (a portion of Portion 65) of the Farm Naauwpoort 335, Registration Division J.S., Province of Mpumalanga originally forms part of the industrial node situated south of Emalahleni.

According to various local Emalahleni sources including Command Filling Station (Pty) Ltd, at the application site (and its immediate surrounding area) it has been noticed over the last few years that there is a growing need for a filling station catering towards the existing industrial market in the area, the proposed site will also cater for a place of refreshment where the people working in the surrounding area can stop for meals, beverages and refreshments without having to travel into town as the closest shop is situated in the Tasbet Spar Centre and is more than 5km from the industrial node and the filling station site.

The R544 is classified as a Major Arterial Road which is a significant north-south route running through the central parts of Emalahleni and provides linkages between Emalahleni, the N4, many industrial and mining businesses as well as the smaller towns towards the south.

Since the application site is situated directly adjacent to the R544 it will enjoy high visibility and accessibility. The R544 is also a widely-travelled road and one of the main freight roads largely utilized by heavy vehicles transporting coal and other raw and manufactured materials and goods. The application site is, therefore, considered ideal in terms of accessibility and convenience.

Emalahleni has experienced growth in both short and long term over the last decade. Demand for fuel for businesses will therefore increase along with this growth and the growth of the number of new businesses in the surrounding industrial area and in Command Park is testimony to this growth.

Filling Stations do not add to ambient noise levels when in operation. During construction noise could be a problem for most of the surrounding businesses however this will not be an issue as they are industrial businesses, that generate noise themselves during normal operations.

Security measures will be put in place as mandated by the relevant fuel company. The proposed development of the application site will have a positive contribution to the nature and character of the area by supplying a supporting land use activity where such is needed.

Coal Mines in the Area There are a number of Coal Mines within a 8km radius from the new proposed Command Park Filing Station, which include (to name only a few):  Mooifontein Colliery (near Duvha)  Kleinkopje West Colliery (Anglo)  Wolwekrans Colliery (South 32)  Kleinkopje South (Anglo)  Kleinkopje North (Anglo)  Middelburg Mine South (BHP Billiton)

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

3.2 Desirability

The proposed filling station will significantly improve the levels of convenience to people traveling along the R544 and businesses located in the area as well as the in the proximity of the site.

Visual and Physical Influence: Fuel tanks will be buried so it will have a limited impact on aesthetics and visually induced stress. The filling station will be seen as part of the urban development of the area and set off by other developments in the area.

The livery of the fuel stations in South Africa are designed to be aesthetically pleasing, well recognized and not out of the ordinary.

Influence on the Surrounding Area: There is anticipated to be only a small impact on the wider value of the properties in this area. With the application site being situated in an existing industrial park the proposed development will not have a high impact on the surrounding area. The proposed filling station will have a positive contribution to the nature and character of the industrial park.

There will be a competitive effect on convenience store goods and partially regulated prices such as diesel. There are currently two other filling stations within a 3 km radius of the property. These businesses may not even experience a short term drop off in fuel sales due to the expansion of industrial development in the immediate area and taking into account the traffic counts along the R544.

The proposed filling station will increase consumer choice in the immediate area.

Impact on employment: The impact on employment measured at the Emalahleni City scale will be negligible. The employment created will mostly be around construction of the site (about 100 opportunities for 4 – 6 months duration) to permanent employment during operation (approximately 20 – 22 permanent opportunities).

Accessibility: Access to the site will be via the R544 and a new intersection on the R544 will be developed in line with the Council Resolution dated 26 May 2015 with reference no. E.041/15 which will increase and promote safe access and egress to the application site by means of a traffic light signalized intersection.

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

4. Estimated sales of the proposed site

4.1 Calculation Method

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

Litres per month (L) = [Vehicles per day passing the site (ADT)] x [Average fill per vehicle ( )] x [Percentage vehicles of pass-by traffic turning into the site (p)] x [Average full normal trading days in a month (d)]

It has further been established that there is a relationship between the fuel sales and the sales of the convenience store. A number of factors influence the convenience shop sales and the litres of fuel vs rands sales ratio in the c-store. Subsequent discussions in this Chapter illustrate the methodology of estimating the fuel and c-store sales for a site. In this case the site is existing, but we have made a calculation based on the site being upgraded from an old (unbranded) site to a modern site with new facilities and proper franchised Q4 signage on the canopy, c-store and new forecourt amenities.

4.2 Traffic Demand

EXISTING 2018 TRAFFIC DEMAND Recent Traffic Counts were used to determine the traffic demand and traffic volumes passing the proposed site. A traffic count was conducted by EDL Engineers on Wednesday 1 August 2018. Detail of the traffic count is provided in Annexure A. A total of 17700vpd (ADT) pass the site in ALL directions on the R544, where the new site access intersection is planned. The traffic count was undertaken over a 24 hour period and was a classified count, which include Light vehicles, heavy vehicles, Minibus-taxi’s, and Busses. The Heavy vehicles surveyed passing the site was found to be just over 19%. Based on the these existing 24hr traffic demand numbers at the site and the no. of vehicles estimated that will enter the filling station site, a calculation was made on the estimated fuel sales.

Traffic Demand (ADT) from Traffic Counts From the Traffic Count, the total no. of vehicles (Weekday ADT) passing the site (all directions) over a 24 hour period is approx. 17,700 veh/day, with the through traffic only split in different directions as shown on the next page:

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

THROUGH MOVEMENT TRAFFIC VOLUMES (24HR) ONLY ON R544 All Vehicles (rounded):  ± 8390 veh/day travel on the R544 southbound past the site;  ± 8130 veh/day travel on the R544 northbound past the site;

Light Vehicles (rounded):  ± 6800 veh/day travel on the R544 southbound past the site;  ± 6500 veh/day travel on the R544 northbound past the site;

Heavy Vehicles (rounded):  ± 1590 veh/day travel on the R544 southbound past the site;  ± 1630 veh/day travel on the R544 northbound past the site;

Future Road Changes There are no expected major changes to the present road infrastructure in the foreseeable future, except for the new intersection on the R544, that was approved at the filling station site. This section of the R544 was upgraded in 2013/2014 to a dual carriageway road with 2 through lanes in each direction. The R544, also known as the P120/1 is under the jurisdiction of Mpumalanga Department of Public Works, Roads and Transport, and from our knowledge there are no known significant changes (other than the proposed new signalised intersection mentioned above) to the immediate road network that will occur within the estimated operational life cycle of the filling station.

4.3 Average Fill

The average fill per vehicle, was calculated from information obtained at other filling station sites over the years, and at a number of the competitor sites. The average fill is expected to be slightly higher than normal with about 50% of the estimated fuel sales expected to be diesel, due to the high number of heavy vehicles and the surrounding industrial and mining activities in the larger area, south of Emalahleni. From the information obtained and the characteristics of the surrounding area, the average fill on the petrol transactions is expected to be 22 Litres and the Diesel transactions 45 Litres average fill.

With a new and modern site, with a large enough area for trucks to fill up, and appropriate food offerings and amenities, the average fill could be higher in future, as the site’s sales grow and new contracts with customers are signed, especially for larger diesel fleet vehicles.

4.4 Interception Rates

The turn-in percentage (interception rate) is determined by the following factors: Convenience (close and easily accessible from passing road); Visibility (enough 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, Tourist or Residential); 10

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

Other nearby filling stations (competitor sites); Service provided to public (car wash, convenience shop, A.T.M. other shops, fast food, etc); Special pricing of fuel (diesel); Good accessibility (Proper access layouts); Location (homebound and work bound); Site layout (large enough to have proper site circulation); Condition of the Facilities (modern and well maintained or old); Aesthetics of the facilities (pleasing to the eye and attraction); Perception of security / feeling secure when visiting the site

The interception rates for modern sites with many amenities that are convenient (aesthetically pleasing and upmarket) is normally higher than for old sites with limited amenities.

R544 - SB

R544 - NB

11 Temba Street NB

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

Table 1 : Expected Interception Rates for the Site R544/ P120/1: ADT = ± 17,700 veh/day passing the site

ROAD AND DIRECTION EST. INTERCEPTION RATE LIGHT VEHICLES

R544 Southbound 5.0%

R544 Northbound 1.5% HEAVY VEHICLES R544 Southbound 2.5%

R544 Northbound 0.5%

4.5 Future Expected Fuel Sales

4.5.1 Calculation of Monthly Fuel Sales The calculation of the expected monthly fuel sales in Litres are derived from the formula in section 4.1 using the following method: Litres Fuel / month (L) = Daily Traffic x Ave. fill per veh x % Int. rate x full trading days / month

The Daily Traffic is obtained from traffic counts, and the interception rate is obtained from previous surveys done as shown on the graph on the previous page, with the full trading days being a normal trading day, excluding the lower trading days such as public holidays and/or Sundays.

The interception rates used for Heavy Vehicles is much lower than Light Vehicles, mainly as many of the Heavy Vehicle owners have fleet or supply contracts in place with bulk Diesel suppliers where significant discounts are normally offered as well as account, that can be paid over 30, 60 or 90 days, depending on who the bulk supplier is. Some of the larger fleet owners of Heavy Vehicles also have their own Diesel Tanks that gets their own bulk diesel deliveries.

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

4.5.2 Estimated Fuel Sales per Month

Table 2 : Estimated Fuel Sales per Month

R544 NAAUWPOORT SITE

MONTHLY SALES POTENTIAL ALL FUEL SALES LV LV HV HV MOVEMENT R544 R544 R544 R544 SB NB SB NB

Traffic Flow (Veh/day) 6 800 6 500 1 590 1 630 Average Fill (Litres/Veh) 22 22 45 45 Trading Days (Days/Month) 30 30 30 30 Interception Rate (%) 5,00% 1,50% 2,50% 0,50%

SUB-TOTAL 224 400 64 350 53 663 11 003 CURRENT SALES POTENTIAL 353 415

ANNUAL FORECAST - MONTHLY SALES POTENTIAL

PERIOD POTENTIAL GROWTH ESTIMATED LITRES Percentage Growth YEAR PETROL DIESEL TOTAL of Potential Rate

1 2019 90% 2,00% 162 217 162 217 324 435

2 2020 95% 2,00% 174 654 174 654 349 308 3 2021 100% 2,00% 187 523 187 523 375 047 4 2022 100% 2,00% 191 274 191 274 382 548

5 2023 100% 2,00% 195 099 195 099 390 199

6 2024 100% 1,00% 197 050 197 050 394 101 7 2025 100% 1,00% 199 021 199 021 398 042 8 2026 100% 1,00% 201 011 201 011 402 022

9 2027 100% 1,00% 203 021 203 021 406 042

10 2028 100% 1,00% 205 051 205 051 410 103

Disclaimer: Please note that these estimated figures are not guaranteed and depends on several factors including (inter alia) the fuel brand of the facility (different customers have different brand preferences and brand loyalties), visibility of the site for approaching traffic, aesthetics of the site, operational performance, services offered, friendliness of the employees, excellent service, pricing of shop items, discounts offered on purchased items, loyalty rewards offered, in-store bakery offerings, ATM, site layout, convenience, site security, sufficient parking provided, easy access provided, etc.

The new site will have to do the required annual maintenance and ensure that the site is kept clean, modern, safe and up to date on an ongoing basis, to grow & maintain/keep market share.

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

4.5.3 Shop Sales A relationship between the sales of the convenience store and the fuel sales has been established. This relationship is founded on the logic that a customer purchasing fuel will also make purchases from the convenience store (40 – 60% of the time). Another factor that might influence sales considerably is loyal/dedicated customers who frequent only a specific filling station. The ratio of fuel sold to Rands generated in the convenience store is a function of the type of traffic which the site attracts and the area which it is located within, the offerings of the shop as well as the pricing of the shop, all play a significant role. It is assumed that the site will have a modern branded convenience store with a minimum of an in-store food offering.

There is one other new image convenience store shop amongst the 3km competitor sites, and therefore the proposed site’s shop will have to be well stocked with a wide variety, and offer good prices, for the sales to get a decent market share as well as improve/increase over time. This will assist in a higher ratio of shop sales vs litres of fuel sold to be higher than the norm. There is not any nearby well known branded franchise retail shops within a 3km radius of the proposed site and therefore the estimated convenience shop sales will be above the norm.

It is therefore estimated that a new & modern convenience store that is well priced (not too expensive) would generate an estimated R 1.50 for every litre of fuel sold. There is a fairly large number of businesses in the surrounding area, that will support a well stocked, well priced c-store and having the convenience close-by and not having to drive the 5km into Witbank town will be an advantage for the site.

Calculation The estimated future Shop Sales (revenue) for a new & modern convenience store is as follows:

Year 3 (2021): ±375’000 Lpm x R 1.50 = ± R 562’000 per month

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

5. Competitor Sites

There are a number of competitor sites in the area, that can influence the fuel sales of the site, but only two sites within a 3km radius, with the rest more than 5km away. Also Refer to Figure 2.

0 - 3km Radius - the competitor sites include: 1) Total Benicon (2,1km away): This is a brand new and modern branded site with a modern c-store located about 2,1km to the southeast of the site. This site is already modern and located on the R544, but on the other side of the road, meaning that it’s main interception of traffic is from the northbound traffic. The site is fairly large and can accommodate larger trucks on the site. 2) SFT Energy Diesel Depot (1,5km away): This diesel depot located next to the R544 to the north and is a large facility that caters almost exclusively for heavy vehicles mainly from fleets of industrial businesses and transport companies. The site does not cater for retail petrol or light vehicle customers.

3 - 5km Radius - the competitor sites include:

No competitor sites found within this radii distances.

5 - 10km Radius - the competitor sites include: 3) Total Filcor (5,2km away): This is an older site in Tasbet Park that was revamped a few years ago and located about 5,0km from the Naauwpoort site. It has other shops such as a SuperSpar and line shops located at the back of the site, with a KFC and a taxi Rank next door. This site will not be impacted significantly as it has mainly a different market of Tasbet Park and no direct access to the R544. 4) Total Maxi Motors (6,5km away): This site is fairly old with limited amenities and an old shop. There is however a take away and some shops behind the site, with an FNB ATM. The site has good access from both Merriedale Ave and Choir Street. The site mainly serves the surrounding northern area of Tasbet Park. 5) Engen Watermeyer (6,4km away): This is modern site with a Wimpy restaurant and a large Campworld CG Caravans business next door to the site. The site is well positioned at a signalised intersection to intercept northbound traffic on the R544 and vehicles exiting from the N12 Freeway. The site also has access to the back street called Pioneer Avenue and is located next to the Sun 1 hotel. 6) Total Plaza(6,5km away): This is a fairly modern and largish site with good amenities located next to the Plaza shopping centre with Reyno Ridge Pick & Pay and a number of other line shops. The site has good access to Hans Strydom Ave and serves mainly the Reyno Ridge area/market and the passing traffic on Hans Strydom Avenue. 7) Sasol Watermeyer (7,5km away): This is a fairly modern site with a Chicken licken fast food on the site and a large electrical supplies business next door. The site has access to southbound traffic on the R544 and westbound traffic on Hans Strydom Avenue. The site also has a local market of Klipfontein and Del Judor. 8) BP Klipfontein (7,6km away): This is an older site that was revamped a few years ago and has access to Hans Strydom Ave and John Ballie Street, with a Dunlop tyre fitment and supply business next door. The site mainly serves the Klipfontein local market as well as some customers that do shopping and business in Hans Strydom Ave and John Baillie St.

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

9) Engen Kana Klipfontein (7,8km away): This site is old and small with limited amenities. The site is next to a spares shop and other businesses. The site has good access from both directions on Theunis Jansen Avenue with the shopping customers going to Highveld Square and other shops, having to pass the site. 10) Total Klipfontein (8,0km away): This site is modern with a bonjour convenience shop and a busy Car Wash. The site also serves the Klipfontein market, as well as shopping traffic visiting the KFC and Pick & Pay Hypermarket, with good access to Stevenson Street and rear access to De Kock Ave. 11) Sasol Checkers Witbank (8,0km away): The site is an oldish site that was upgraded / updated a few years ago. The site has no direct access to the R544 Watermeyer Street, but serves mainly traffic from Stevenson Street and the shopping customers from the Klipfontein Checkers Hyper Shopping Centre. 12) Caltex Nova (9,0km away) : This site is fairly modern with all the necessary amenities including a Conveneince store and ATM. The site mainly serves the surrounding access to both Watermeyer and Steenkamp Street. The site has a Keg & Hunstman restaurant next door as well as Mitsubishi car dealership and an Avis Van rental business. The site mainly serves the northern portion of Klipfontein and the traffic on Watermeyer Street. 13) Engen Shalom (9,3km away): This site is fairly modern with a quick shop convenient store, ABSA ATM and in-store bakery, as well as a Hi-Q tyre fitment centre next door and some line shop adjacent. The site has good access from both directions on Watermeyer Street and is located opposite a T-junction with Eybers Street. 14) Engen Del Judor (9,4km away): This site is modern with a nice Woolworths section in the convenient store, ATM and in-store bakery, as well as a Steers fast food offering. The site is next to a spares shop and other businesses. The site has good access from both directions on Geringer and Louise Street. 15) Total Route N4 (9,5km away): This site is modern with a large convenient store, ATM and in-store bakery, as well as a Coffee Station and extra food offering. The site is next to the Route N4 Business Park and two car dealerships. The site has good access from both Mandela Drive and Corridor Crescent and serves mainly the Bankenveld, Ben Fluer as well as the eastern portion of Reyno Ridge suburbs. 16) Shell OR Tambo (10,0km away): This site is fairly modern with all the necessary amenities including a convenience store and ATM. The site mainly serves the surrounding business and residential areas and longer distance traffic on Mandela and OR Tambo Drive from a Service Road . The site has a Ford dealership on the one side, next door and also a Bearing Man and Battery Man business next door on the other side.

10 - 15km Radius – these competitor sites are mostly located near the CBD and further to the west (north of the N4) in or near Ferrobank and towards Kwaguqa, as per the list below:

17) Shell Crescent Motors 18) Total President 19) Caltex Park Motors 20) Sasol Sherita’s 21) Engen Broadway Motors 22) Caltex Witbank Motors 23) Sasol Grassnyers 24) Old white site 25) Total Stadium 26) Engen Ferrobank

FILLING STATION - SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

6. Conclusions

The following conclusions can be made regarding the proposed filling station site:

 According to Stats SA, the population growth of Emalahleni over a period of 15 years, has been positive, with an average of 3,65% year on year growth (2001 to 2016), and it is expected to remain above 3%/ annum going forward. The population has grown from 276,413 in 2001 to 455,227 in 2016, and is estimated at 483,000 people, presently in 2018.  The need and desirability are clearly positive (Chapter 3) and supported by the surrounding businesses and characteristics of the industrial node and the R544 major arterial route.  The proposed filling station has limited competitors nearby with only one existing filling station and one diesel depot, namely the Total Benicon site and the SFT Diesel Depot within a 3km radius. Please refer to Figure 2 for a map and locality of the Competitor sites  As there are limited competitors and a large market (local and transient) with just over 17,700 vehicles passing the site on a daily basis, the need and desirability is positive as discussed in chapter 3.  The traffic passing the proposed Naauwpoort filling station site (Ptn 302 & 303) on the R544 has had positive growth over the past seven(7) years of more than 2% per annum and it is expected that the traffic growth will continue to be positive above 2%/annum at least for the medium term (5-10 years) going forward.  To capture market share and support the required fuel sales volumes, the proposed signalised intersection on the R544 will have to be implemented, as per the provincial approved layout plan. Please refer to the Site Development Plan (Drawing) near the back of this report.  The proposed filling station will have excellent visibility, be a modern and newly branded site with the required facilities, sufficient space, with a modern convenience store (offering a wide variety of items), have an in-store bakery, be a well-priced and friendly run site with at least one unique selling point, which will assist in obtaining market share, especially in the first year of opening.  It is estimated that the fuel sales volumes will be over 375,000L/month in year 3 (2021) as illustrated in Table 2 on page 13 and will be a feasible filling station site. With almost 20% of the total traffic on the R544 being heavy vehicles, the split between petrol and diesel sales are expected to be very close to 50%/50% petrol vs diesel.

In conclusion, population growth of Emalahleni is positive and the traffic growth is also positive on the R544 at the proposed filling station site, located on Ptn 302 and 303 Naauwpoort 335 JS. The filling station site is also expected to sell more than the required minimum Litres/month for the site to be feasible, as estimated in this report.

FILLING STATION ‐ SITE EVALUATION REPORT PTN 303 NAAUWPOORT 335 JS, MPUMALANGA

Figures

Figure 1 Locality Plan Figure 2 Main Routes and Competitor Details Figure 3 Existing 24‐Hour 2018 Total Traffic Volumes Figure 4 Existing 24‐Hour 2018 Heavy Vehicle Traffic Volumes

R544

P120/1

SITE D1257

D2771

18025

PTN 303 NAAUWPOORT 335 JS LOCALITY PLAN FIG 1 25 26

23 16 19 18 17

2120 24

14 15 13

11 COMPETITOR SITES 10 9 8 7 NO. SITE 1 TOTAL BENNICON 6 2 SFT ENERGY (DIESEL DEPOT) 3 TOTAL FILCOR 5 4 TOTAL 5 ENGEN GC GYPSEY 6 TOTAL PLAZA 4 7 SASOL WATERMEYER 3 8 BP 9 ENGEN KANA 10 TOTAL KLIPFONTEIN 11 SASOL WITBANK 12 CALTEX 13 ENGEN SHALOM 14 ENGEN DEL JUDOR 2 15 TOTAL ROUTE N4 16 SHELL 17 SHELL CRESCENT MOTORS 18 TOTAL PRESIDENT 19 CALTEX PARK MOTORS 20 SASOL SHERITA'S SITE 21 ENGEN BROADWAY MOTORS 10 km 5 km 3 km 22 CALTEX WITBANK MOTORS 23 SASOL GRASSNYERS 24 OLD FILLING STATION

1 25 TOTAL STADIUM 26 ENGEN FERROBANK EDL CONSULTING ENGINEERS FIGURE 2 18025 01/08/2018 PTN 303 NAAUWPOORT 335 JS 1st Floor, Block D The Village Office Park C/O Glenwood Rd & Oberon Ave, 1:50000 JMvR E.D. KOTZE 0 Fearie Glen, 0043 MAIN ROUTES AND COMPETITOR SITES Tel: 087 897 5074/5/6 Email: [email protected] TO WITBANK (EMALAHLENI)

SITE

R544 (P120/1)

8390

8130

TO BETHAL

18025

PTN 303 NAAUWPOORT 335 JS EXISTING 24 HOUR 2018 TOTAL TRAFFIC VOLUMES FIG 3 TO WITBANK (EMALAHLENI)

SITE

R544 (P120/1)

1590

1630

TO BETHAL

18025

PTN 303 NAAUWPOORT 335 JS EXISTING 24 HOUR 2018 HEAVY VEHICLES TRAFFIC FIG 4 FILLING STATION ‐ SITE EVALUATION REPORT PTN 302 & 303 NAAUWPOORT 335 JS, MPUMALANGA

Drawing

SDP (SITE DEVELOPMENT PLAN) Prepared by LV Concept & Design

e t the the ng ng t’s 01 DRAWING PROJECT NUMBER: WYSIGING NR WYSIGING REVISION NO REGISTRATION DATUM DATE SDP 001 SDP SCALE: As indicatedSCALE: A1 @ TEKENING NR DRAWING NR LVIVIERS PC DUVENAGE 2018/08/16 9:17:12 AM 9:17:12 2018/08/16 OLIE VERSPREIDERS. (SITE DEVELOPMENT PLAN) KOPIEREG VOORBEHOU / COPYRIGHT RESERVED Regulations. S.A.B.S. codes and or the specified international codes where where codes international specified the or and codes S.A.B.S. relevant Where specifications. Architectural the in applicable design the to applicable Standards National African South such of requirements and recommendations the exists, works. for the standard minimum a considered be to documents contractor before putting work in hand. in work putting before contractor provisions of the Occupational Health and Safety Act, 1993 (Act 1993 Act, Safety and Health Occupational of provisions the that of terms in promulgated regulations any and of 85 1993) No 1941. Act ofWorks Building and Machinery Factories the or Act SANS with accordance in system, control quality and assurance the ofsatisfaction the to checked be to able 9001, 9001/ISO their whatever workmanship, and materials all that Architect, the Should Specification. the of requirements the meet sources, the to certified be sub-contractors his of any or Contractor works these monitor then standards of family 9000 SANS accordingly. & Concept LV from specifications and schedules drawings, project. the to related consultants other all and Design information is to be done in accordance with the National National the with accordance in done be to is information Regulations. Building stated otherwise unless millimeters in are Alldimensions used. specifictrade. RETAIL STORE AND NEW AND STORE RETAIL 303 OF PORTION 65,FARM PORTION OF 303 SITE DEVELOPMENT PLAN DEVELOPMENT SITE NEW PROPOSED TRUCK & ANY ANY WORK IS PUT IN HAND ALLE MATES MOET OP TERREIN NAGESIEN WORD WORD NAGESIEN MOET TERREIN OP MATES ALLE VOORDAT ENIGE WERK NEEMAANVANG ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE PROPOSED TRUCK SERVICE TRUCK PROPOSED BUILDING ON PORTION 302 & 302 PORTION ON BUILDING NAAUWPOORT 355, WITBANK, 355, NAAUWPOORT GENERAL NOTE:

SIGNATURE HANDTEKENING PUBLIC FILLING STATION WITH STATION FILLING PUBLIC P.C DUVENAGE DUVENAGE P.C L VIVIERSJ MYBURGH 20688 PRARCH 24745740 PAD 38625034 CAD ZONED C&C1 INDUSTRIAL FOR NAAM NAME REGISTERED NAME: PROJEK

TEKENING GETEKEN DRAWN NAGESIEN CHECKED SKAAL SCALE DATUM DATE NO PROJECT PROJEK NR PROJEK No. Description Date LV180075 • buildi National the with accordance in done be to is All work • relevant the with comply to are workmanship and All materials • with comply works the ofaspects all in shall contractor The • • the site by on checked be mustlevels and All dimensions for th qualified persons competent by executed be to All work • quality a maintain and document up, set shall contractor The • • relevan the all with conjunction in read be must drawing This consultan service or any to related works the of All portions • be to dimensions Figured scaled. be to is not drawing This

10 BENICONPARK BENICONPARK

CONCRETE PALISADE FENS 161792161792161792

CONCRETE PALISADE FENS BUILDING LINE 2 METER

80195 7455

BUILDING LINE 2 METER BAY 6 OPEN 4.4 6000

BAY 5 4.4 BAY 4

25000 CONCRETE PALISADE FENS

BAY 3 (CANOPY AT)

STOP R 15000 R TANK BAY 2 TRUCK DIESEL STATION DIESEL TRUCK SEPTIC SEPTIC EXISTING EXISTING BAY 1

49779 15000 SITE SITE EXIST

ENTRANCE &

Station Under Truck paypoint Ground Tanks Ground

1 x 80m³ Truck Truck 80m³ x 1 NO FENS NO

Office 2 Office 25 = r 11125 Truck office PORTION 303/65 Office 1 Office Safe Boardroom Retail shop Deli Storage Deli Deli Paypoint

7300 Duct Station Under Ground Tanks 1 x 80m³ Truck Truck 80m³ x 1 P1 P2 Female WC Female WC BAY 6

P3 STOP Passage Staff bathroom

P40

BUILDING LINE 2 METER 2 LINE BUILDING P4 BUILDING LINE 2 METER 2 LINE BUILDING Paypoint Kitchen DB store Chemical store Chemical

BAY 5 215894 P5 P39

WC 215894 P6 Disabled P38 P7 BAY 4 Coffee Shop Pump room P37 Boardroom Utility store/ Parking Male WC P36

ATM,s 143053 Covered walkway BAY 3 EXISTING BUILDING Store room Store P35 Store room Store (CANOPY AF) (CANOPY

Service area 143053 BAY 2

Tire store Tire 2 Office PORTION 302/65 P34 135558

Retail 2 r = 10 Kitchen 2 P33 Entrance / Reception PUBLIC FUEL STATION

Paypoint BAY 1 30 = r P32

Office 1 Office BUILDING LINE 2 METER 2 LINE BUILDING P31 Utility store/ extension Parking Kitchen 1 Kitchen Retail 1 Paypoint P30 P29 P8

P28 x;FIG 8C KERBS P9 P27 P18 JOJO JOJO TANKS WATER WATER P10 BACK UP P17 P26 SERVICE & & SERVICE P11 NEW TRUCK NEW TRUCK OFFICE AREA P25 P16 P24 P15 P12 P23 P14 P13

TANK NO FENS NO P14 SEPTIC SEPTIC P13 STORE RETAIL ONLY RETAIL WITH @ 250SQM P15 P12 P16 P11 P17 P18 P10

P19

P9 15000 R P20 R 15000 R P21 P8 P22 P7 P6 P5 P4

P3 CONCRETE PALISADE FENS P2 METER 5 LINE BUILDING 1 : 500 1 SDP PORTION 303 / 65 & / 65 303 PORTION SDP 302 / 65 P1

STOP

4.0

6000

78087 0 00 : 793.37m² : 245m² : 144m² : : 14m² : 42m² : 10m² : 38m² : 33m² : 6m² : 5.5m² : 10m² : 15m² : 46.2m² : 35m² : 29m² : 14m² : 35m² : 29m² : 14m² : 62m² : 38m² : 43m² : 24.5m² : 20m² : 10.5m² : 6m² : 5.5m² : 11,572m² : 793.37m² : 374m² : 374m² : 1541.37m² : 40 : 13.32% : 0.13 : EXISTING ROOF STRUCTURE ROOF EXISTING BUILDING EXISTING FACE BRICK PUBLIC FUEL STATION FUEL PUBLIC STEEL STRUCTURE COLUMN FUEL PUMP FUEL BUMPER RAIL SAFETY ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST TRUCK STATION SERVICE ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST GARAGE RETAIL STORE RETAIL GARAGE STEELSTRUCTURE COLUMN FUEL PUMP FUEL IPE 180IPE COLUMN FACE BRICK TOFACEEXISTING MATCH BRICK PORTION 303/65 AREA SCHEDULE: AREA 303/65 PORTION ERF 303 SITE RETAIL STORE PUBLIC FUEL STATION DIESELTRUCK STATION TOTALCOVERED AREA PARKINGS COVERAGE F.A.R. RETAIL incl. STORE WALLS Total retail area: Retail shop paypoint shop Retail shop Coffee paypoint shop Coffee Male WC WCFemale Disabled WC store DB ATM's room Store Passages Retail kitchen 1 incl. storage Retail 1 Paypoint 1 Retal kitchen 2incl. storage Retail 2 Paypoint 2 Deli freezers incle. storage Deli Boardroom Office 1 incl. safe Office 2 office Truck paypoint Truck Duct TRUCK DIESEL STATION TRUCK DIESEL EXISTING ROOF STRUCTURE ROOF EXISTING ROCK CLADDING EXISTING BUILDING EXISTING FACE BRICK STEELSTRUCTURE COLUMN STEELSTRUCTURE COLUMN ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST

ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST

: 604.12m² : 1500 5254 500 SAFETY BUMPER BUMPER SAFETY RAIL FUEL TANKS FUEL ALUMINIUM CLADDING ASPER CLADDING ALUMINIUM DETAILS SPESIALIST STATION TRUCK DIESEL 300 1250

1500 :10992 SQRM :10992 SQRM :311.29 SQRM :604.12 SQRM :915.41 : 18 : 8.33 % : 0.08 GARAGE GARAGE RETAIL STORE 2000 GARAGE GARAGE RETAIL STORE : 30m² : 30m² : 47.8m² : 14.5m² : 11m² : 32m² : 74m² 200m² : : 50m² : 72m² ROOF SHEETING0.7 CROMADECK AS SPESIFICATIONS. SPESIALIST PER

1500 IPE 180IPE COLUMN TRUCK DIESEL STATION TRUCK DIESEL SAFETY BUMPER RAIL SAFETY ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST PUMP FUEL 1500 SAFETY BUMPER RAIL SAFETY 7500 FUEL PUMP FUEL FACE BRICK TOFACEEXISTING MATCH BRICK TRUCK STATION SERVICE FUEL PUMP FUEL

1500 IPE 180IPE COLUMN ROCK CLADDING ROOFCROMADECK SHEETING 0.7 ASPER SPESIFICATIONS. SPESIALIST ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST FUEL PUMP FUEL

1500 GARAGE GARAGE RETAIL STORE TRUCK STATION SERVICE ROOF SHEETING0.7 CROMADECK ASPER SPESIFICATIONS. SPESIALIST STEELSTRUCTURE COLUMN 15000 11000 13750 50x50x3MM & 70x70x6MM50x50x3MM & ANGLEKNEE BRACING

IPE 180IPE COLUMN 1500

PORTION 302/65 SCHEDULE:AREA ERF SITE 302 EXISTING BUILDING NEWTRUCK SERVICE BUILDING COVERED AREATOTAL PARKINGS COVERAGE F.A.R SERVICETRUCK & OFFICE AREA incl. WALLS Office 1 Office 2 Boardroom Kitchen WC Chemical store Tire store area Service Utility store / parking extension Covered walkway 1500 IPE 180IPE RAFTER 70x70x6MM50x50x3MM & ANGLEKNEE BRACING 7500

ROCK CLADDING 1500 1 : 500 1 : 500 1 : 500 1 : 500 1 FUEL PUMP FUEL EAST ELEVATION EAST NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION 100x50x20x2mm LIPPED100x50x20x2mm CHANNELPURLIN

ALUMINIUM CLADDING ASPER CLADDING ALUMINIUM DETAILS SPESIALIST SAFETY RAIL BUMPER 180IPE COLUMN 13.02° 1500 ALLSTRUCTURAL DETAILS ASPER ENGINEER DETAIL 2 3 4 5 IPE 180IPE COLUMNSTIFFENER ALUMINIUM CLADDING ASPER CLADDING ALUMINIUM DETAILS SPESIALIST STATION FUEL PUBLIC STEELSTRUCTURE COLUMN

2000

IPE 180IPE COLUMN 1500 :3 STOREY 70% : 0.7 : 123

1250 EXISTING ROOF STRUCTURE ROOF EXISTING STEELSTRUCTURE COLUMN BUILDING EXISTING FACE BRICK 500 1 : 100 1 FUEL STATION SECTION STATION FUEL PUBLIC FUEL STATION FUEL PUBLIC STEELSTRUCTURE COLUMN ALUMINIUM CLADDING ASPER CLADDING ALUMINIUM DETAILS SPESIALIST 6 SAFETY BUMPER BUMPER SAFETY RAIL CURRENT ZONING: INDUSTRIAL 1 HEIGHT COVERAGE F.A.R 4PARKING PER 100SQM ALUMINIUM CLADDING ASCLADDING ALUMINIUM DETAILS SPESIALIST PER FILLING STATION ‐ SITE EVALUATION REPORT PTN 303 NAAUWPOORT 335 JS, MPUMALANGA

Annexure A

Traffic Count

SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 TOTAL DWG NR: UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 06:00 06:15 - 86 - - - - 1 197 - - - - 284 06:15 06:30 - 122 - - - - - 250 - - - - 372 06:30 06:45 2 109 - - - - 2 269 1 - - - 383 06:45 07:00 - 133 - - - 1 1 253 - - - - 388 07:00 07:15 - 146 - - - - - 192 2 - - - 340 07:15 07:30 - 120 - - - - 1 194 1 1 - - 317 07:30 07:45 - 123 - - - - 1 159 2 - - - 285 07:45 08:00 1 95 - - - - 1 136 2 - - 1 236 08:00 08:15 2 99 - - - - 1 127 - - - - 229 08:15 08:30 - 116 - - - - 1 127 - 1 - - 245 08:30 08:45 - 116 - - - 1 2 150 - - - 1 270 08:45 09:00 - 135 - - - 1 3 118 - - - 1 258 09:00 09:15 - 129 1 1 - - 1 112 - - - - 244 09:15 09:30 - 127 - - - - - 107 1 - - - 235 09:30 09:45 - 122 - - - 1 1 114 - - - - 238 09:45 10:00 - 152 - - - - 2 107 - - - - 261 10:00 10:15 - 145 - - - - 1 127 2 - - 1 276 10:15 10:30 - 167 - 1 - - 3 131 - 1 - - 303 10:30 10:45 - 143 1 - - - - 109 - - - - 253 10:45 11:00 - 143 - - - 2 1 111 - 1 - 1 259 11:00 11:15 - 142 - - - 2 1 115 - 1 - - 261 11:15 11:30 1 124 - - - 3 - 113 - - - - 241 11:30 11:45 - 147 - - - - 3 121 - - - - 271 11:45 12:00 - 144 - - - - 2 104 - 1 - - 251 12:00 12:15 - 145 - - - - 3 116 1 - - 2 267 12:15 12:30 2 163 - - - 1 1 123 - - - - 290 12:30 12:45 - 129 - 1 - 1 1 116 - - - 1 249 12:45 13:00 1 117 - - - 2 - 136 - - - - 256 13:00 13:15 - 120 1 - - - 1 111 1 1 - - 235 13:15 13:30 - 149 - - - 1 1 102 - - - - 253 13:30 13:45 - 129 - - - - - 120 - - - - 249 13:45 14:00 - 121 - - - - 2 99 - - - - 222 14:00 14:15 - 153 - 1 - 1 2 117 - - - 2 276 14:15 14:30 - 140 - - - - 1 129 - - - - 270 14:30 14:45 - 180 - - - 1 - 125 - - - - 306 14:45 15:00 - 180 - - - 1 1 133 - - - - 315 15:00 15:15 - 231 - 1 - - - 103 - - - - 335 15:15 15:30 - 208 - - - 1 2 132 - - - - 343 15:30 15:45 1 133 1 - - - 1 135 - - - - 271 15:45 16:00 - 140 - - - - - 111 - - - - 251 16:00 16:15 - 178 - - - - 2 151 - 1 - - 332 16:15 16:30 - 150 4 1 - - - 113 - - - - 268 16:30 16:45 1 124 - - - 1 2 141 - - - - 269 16:45 17:00 - 140 - 1 - - - 133 - - - 1 275 17:00 17:15 - 185 - - - - - 128 - - - - 313 17:15 17:30 - 135 - - - 2 1 155 - - - 1 294 17:30 17:45 - 140 - - - - 2 124 - 1 - - 267 17:45 18:00 - 145 - - - 1 - 133 - - - - 279 18:00 18:15 - 146 - - - 1 2 96 - - - - 245 18:15 18:30 - 126 - - - 2 - 134 - - - - 262 18:30 18:45 - 143 - - - - - 83 - - - - 226 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 43313 TOTAL DWG NR: UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 18:45 19:00 1 98 - - - - - 92 - - - - 191 19:00 19:15 - 79 - - - - - 80 - - - - 159 19:15 19:30 - 86 - - - - - 80 - - - - 166 19:30 19:45 - 70 - - - - - 62 3 1 - - 136 19:45 20:00 - 71 - - - - - 67 - - - - 138 20:00 20:15 - 60 - - - - - 50 1 - - - 111 20:15 20:30 - 53 - - - - - 49 - - - - 102 20:30 20:45 - 46 - - - - - 40 - - - - 86 20:45 21:00 - 42 - - - - - 37 - - - - 79 21:00 21:15 - 54 - - - - - 32 - - - - 86 21:15 21:30 - 25 - - - - - 29 - - - - 54 21:30 21:45 - 34 - - - - - 33 - - - - 67 21:45 22:00 - 28 - - - - - 20 - - - - 48 22:00 22:15 - 21 - - - - - 24 - - - - 45 22:15 22:30 - 30 - - - - - 18 - - - - 48 22:30 22:45 - 20 - - - - - 17 - - - - 37 22:45 23:00 - 27 - - - - - 13 - - - - 40 23:00 23:15 - 23 - - - - - 13 - - - - 36 23:15 23:30 - 23 - - - - - 5 - - - - 28 23:30 23:45 - 20 - - - - - 13 - - - - 33 23:45 00:00 - 15 - - - - - 1 - - - - 16 00:00 00:15 - 7 - - - - - 3 - - - - 10 00:15 00:30 - 12 - - - - - 7 - - - - 19 00:30 00:45 - 7 - - - - - 8 - - - - 15 00:45 01:00 - 5 - - - - - 4 - - - - 9 01:00 01:15 - 11 - - - - - 9 - - - - 20 01:15 01:30 - 6 - - - - - 8 - - - - 14 01:30 01:45 - 10 - - - - - 7 - - - - 17 01:45 02:00 - 13 - - - - - 8 - - - - 21 02:00 02:15 - 5 - - - - - 10 - - - - 15 02:15 02:30 - 14 - - - - - 6 - - - - 20 02:30 02:45 - 22 - - - - - 8 - - - - 30 02:45 03:00 - 12 - - - - - 8 - - - - 20 03:00 03:15 - 6 - - - - - 8 - - - - 14 03:15 03:30 - 17 - - - - - 9 - - - - 26 03:30 03:45 - 17 - - - - - 10 - - - - 27 03:45 04:00 - 15 - - - - - 19 - - - - 34 04:00 04:15 - 22 - - - - - 19 - - - - 41 04:15 04:30 - 28 - - - - - 47 - - - - 75 04:30 04:45 - 30 - - - - - 64 - - - - 94 04:45 05:00 1 31 - - - - - 105 - - - - 137 05:00 05:15 3 46 - - - - - 230 - 1 - - 280 05:15 05:30 - 69 - - - - - 259 - - - - 328 05:30 05:45 - 75 - - - - - 253 - - - - 328 05:45 06:00 - 79 - - - - - 211 - - - - 290 24HOUR - TOTALS 16 8,619 8 7 - 27 54 8,937 17 11 - 12 17,708 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 LIGHT VEHICLES DWG NR: UT2018-410 LV R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 06:00 06:15 - 52 - - - - 1 171 - - - - 224 06:15 06:30 - 77 - - - - - 209 - - - - 286 06:30 06:45 2 84 - - - - 2 227 1 - - - 316 06:45 07:00 - 97 - - - 1 - 212 - - - - 310 07:00 07:15 - 109 - - - - - 163 2 - - - 274 07:15 07:30 - 86 - - - - 1 177 1 1 - - 266 07:30 07:45 - 80 - - - - 1 126 2 - - - 209 07:45 08:00 1 70 - - - - 1 109 2 - - 1 184 08:00 08:15 2 76 - - - - 1 101 - - - - 180 08:15 08:30 - 86 - - - - 1 102 - 1 - - 190 08:30 08:45 - 85 - - - 1 1 121 - - - - 208 08:45 09:00 - 104 - - - - 2 92 - - - 1 199 09:00 09:15 - 96 - - - - 1 93 - - - - 190 09:15 09:30 - 100 - - - - - 89 1 - - - 190 09:30 09:45 - 90 - - - 1 1 84 - - - - 176 09:45 10:00 - 107 - - - - 2 82 - - - - 191 10:00 10:15 - 104 - - - - 1 96 1 - - 1 203 10:15 10:30 - 131 - 1 - - 2 87 - 1 - - 222 10:30 10:45 - 108 1 - - - - 80 - - - - 189 10:45 11:00 - 108 - - - 1 1 72 - 1 - 1 184 11:00 11:15 - 110 - - - 2 1 77 - 1 - - 191 11:15 11:30 1 100 - - - 2 - 84 - - - - 187 11:30 11:45 - 115 - - - - 2 93 - - - - 210 11:45 12:00 - 117 - - - - - 68 - 1 - - 186 12:00 12:15 - 113 - - - - - 83 1 - - 2 199 12:15 12:30 2 130 - - - 1 - 89 - - - - 222 12:30 12:45 - 96 - - - - 1 85 - - - 1 183 12:45 13:00 1 90 - - - 2 - 104 - - - - 197 13:00 13:15 - 92 1 - - - 1 80 - - - - 174 13:15 13:30 - 102 - - - 1 1 69 - - - - 173 13:30 13:45 - 106 - - - - - 74 - - - - 180 13:45 14:00 - 95 - - - - 2 71 - - - - 168 14:00 14:15 - 114 - 1 - 1 1 75 - - - 1 193 14:15 14:30 - 113 - - - - - 79 - - - - 192 14:30 14:45 - 153 - - - - - 85 - - - - 238 14:45 15:00 - 150 - - - 1 1 89 - - - - 241 15:00 15:15 - 193 - - - - - 72 - - - - 265 15:15 15:30 - 181 - - - - - 96 - - - - 277 15:30 15:45 1 107 1 - - - 1 93 - - - - 203 15:45 16:00 - 115 - - - - - 82 - - - - 197 16:00 16:15 - 150 - - - - - 124 - 1 - - 275 16:15 16:30 - 114 4 1 - - - 94 - - - - 213 16:30 16:45 1 100 - - - 1 2 101 - - - - 205 16:45 17:00 - 115 - 1 - - - 97 - - - 1 214 17:00 17:15 - 157 - - - - - 80 - - - - 237 17:15 17:30 - 114 - - - 2 - 101 - - - 1 218 17:30 17:45 - 112 - - - - - 84 - 1 - - 197 17:45 18:00 - 121 - - - 1 - 97 - - - - 219 18:00 18:15 - 107 - - - 1 2 70 - - - - 180 18:15 18:30 - 95 - - - 1 - 94 - - - - 190 18:30 18:45 - 83 - - - - - 55 - - - - 138 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 LIGHT VEHICLES DWG NR: UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 18:45 19:00 1 71 - - - - - 62 - - - - 134 19:00 19:15 - 48 - - - - - 56 - - - - 104 19:15 19:30 - 69 - - - - - 57 - - - - 126 19:30 19:45 - 49 - - - - - 42 2 1 - - 94 19:45 20:00 - 56 - - - - - 44 - - - - 100 20:00 20:15 - 42 - - - - - 39 1 - - - 82 20:15 20:30 - 38 - - - - - 37 - - - - 75 20:30 20:45 - 32 - - - - - 31 - - - - 63 20:45 21:00 - 28 - - - - - 22 - - - - 50 21:00 21:15 - 40 - - - - - 27 - - - - 67 21:15 21:30 - 17 - - - - - 17 - - - - 34 21:30 21:45 - 23 - - - - - 19 - - - - 42 21:45 22:00 - 18 - - - - - 13 - - - - 31 22:00 22:15 - 14 - - - - - 18 - - - - 32 22:15 22:30 - 23 - - - - - 14 - - - - 37 22:30 22:45 - 11 - - - - - 12 - - - - 23 22:45 23:00 - 18 - - - - - 9 - - - - 27 23:00 23:15 - 18 - - - - - 10 - - - - 28 23:15 23:30 - 20 - - - - - 4 - - - - 24 23:30 23:45 - 15 - - - - - 8 - - - - 23 23:45 00:00 - 12 - - - - - 1 - - - - 13 00:00 00:15 - 6 - - - - - 1 - - - - 7 00:15 00:30 - 8 - - - - - 6 - - - - 14 00:30 00:45 - 6 - - - - - 4 - - - - 10 00:45 01:00 - 3 - - - - - 3 - - - - 6 01:00 01:15 - 7 - - - - - 6 - - - - 13 01:15 01:30 - 2 - - - - - 1 - - - - 3 01:30 01:45 - 5 - - - - - 5 - - - - 10 01:45 02:00 - 11 - - - - - 5 - - - - 16 02:00 02:15 - 4 - - - - - 9 - - - - 13 02:15 02:30 - 7 - - - - - 5 - - - - 12 02:30 02:45 - 11 - - - - - 1 - - - - 12 02:45 03:00 - 6 - - - - - 4 - - - - 10 03:00 03:15 - 4 - - - - - 2 - - - - 6 03:15 03:30 - 6 - - - - - 4 - - - - 10 03:30 03:45 - 6 - - - - - 6 - - - - 12 03:45 04:00 - 6 - - - - - 16 - - - - 22 04:00 04:15 - 15 - - - - - 18 - - - - 33 04:15 04:30 - 12 - - - - - 37 - - - - 49 04:30 04:45 - 17 - - - - - 56 - - - - 73 04:45 05:00 - 17 - - - - - 89 - - - - 106 05:00 05:15 1 25 - - - - - 179 - 1 - - 206 05:15 05:30 - 36 - - - - - 232 - - - - 268 05:30 05:45 - 50 - - - - - 230 - - - - 280 05:45 06:00 - 54 - - - - - 190 - - - - 244 24HOUR - TOTALS 14 6,498 10 552 5 26 41 6,797 23 20 11 22 14,019 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 TAXI DWG NR: UT2018-410 TAXI R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 06:00 06:15 - 1 - - - - - 5 - - - - 6 06:15 06:30 - 6 - - - - - 12 - - - - 18 06:30 06:45 - 4 - - - - - 18 - - - - 22 06:45 07:00 - 8 - - - - - 7 - - - - 15 07:00 07:15 - 8 - - - - - 14 - - - - 22 07:15 07:30 - 3 - - - - - 3 - - - - 6 07:30 07:45 - 5 - - - - - 9 - - - - 14 07:45 08:00 - 4 - - - - - 5 - - - - 9 08:00 08:15 - 5 - - - - - 5 - - - - 10 08:15 08:30 - 6 - - - - - 3 - - - - 9 08:30 08:45 - 2 - - - - - 4 - - - - 6 08:45 09:00 - 3 - - - - - 4 - - - - 7 09:00 09:15 - 5 1 1 - - - 3 - - - - 10 09:15 09:30 - 6 - - - - - 1 - - - - 7 09:30 09:45 - 8 - - - - - 3 - - - - 11 09:45 10:00 - 4 - - - - - 3 - - - - 7 10:00 10:15 - 8 - - - - - 3 - - - - 11 10:15 10:30 - 4 - - - - 1 4 - - - - 9 10:30 10:45 - 4 - - - - - 6 - - - - 10 10:45 11:00 - 3 - - - - - 3 - - - - 6 11:00 11:15 - 3 - - - - - 5 - - - - 8 11:15 11:30 - 1 - - - - - 3 - - - - 4 11:30 11:45 - 3 - - - - - 8 - - - - 11 11:45 12:00 - 3 - - - - - 1 - - - - 4 12:00 12:15 - 4 - - - - - 2 - - - - 6 12:15 12:30 - 4 - - - - - 3 - - - - 7 12:30 12:45 - 4 - - - - - 5 - - - - 9 12:45 13:00 - 1 - - - - - 4 - - - - 5 13:00 13:15 - 4 ------4 13:15 13:30 - 5 - - - - - 5 - - - - 10 13:30 13:45 - 1 - - - - - 8 - - - - 9 13:45 14:00 - 1 - - - - - 3 - - - - 4 14:00 14:15 - 9 - - - - - 4 - - - - 13 14:15 14:30 - 5 - - - - - 10 - - - - 15 14:30 14:45 - 1 - - - 1 - 6 - - - - 8 14:45 15:00 - 7 - - - - - 11 - - - - 18 15:00 15:15 - 9 - - - - - 3 - - - - 12 15:15 15:30 - 3 - - - - - 3 - - - - 6 15:30 15:45 - 5 - - - - - 9 - - - - 14 15:45 16:00 - 7 - - - - - 5 - - - - 12 16:00 16:15 - 5 - - - - - 3 - - - - 8 16:15 16:30 - 7 - - - - - 2 - - - - 9 16:30 16:45 - 4 - - - - - 7 - - - - 11 16:45 17:00 - 3 - - - - - 4 - - - - 7 17:00 17:15 - 7 - - - - - 7 - - - - 14 17:15 17:30 - 1 - - - - - 15 - - - - 16 17:30 17:45 - 5 - - - - - 3 - - - - 8 17:45 18:00 - 3 - - - - - 4 - - - - 7 18:00 18:15 - 4 - - - - - 2 - - - - 6 18:15 18:30 - 3 - - - - - 1 - - - - 4 18:30 18:45 - 20 - - - - - 11 - - - - 31 SURVEY DATE: R544 COMMAND PARK DWG NR: 01 August 2018 TAXI 0 UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 18:45 19:00 - 7 - - - - - 4 - - - - 11 19:00 19:15 - 6 - - - - - 3 - - - - 9 19:15 19:30 - 2 - - - - - 5 - - - - 7 19:30 19:45 - 2 - - - - - 2 - - - - 4 19:45 20:00 ------4 - - - - 4 20:00 20:15 - 3 - - - - - 1 - - - - 4 20:15 20:30 - 1 - - - - - 2 - - - - 3 20:30 20:45 - 2 - - - - - 1 - - - - 3 20:45 21:00 - 2 - - - - - 5 - - - - 7 21:00 21:15 ------2 - - - - 2 21:15 21:30 ------2 - - - - 2 21:30 21:45 - 2 - - - - - 4 - - - - 6 21:45 22:00 - 1 ------1 22:00 22:15 ------0 22:15 22:30 ------1 - - - - 1 22:30 22:45 ------2 - - - - 2 22:45 23:00 - 1 ------1 23:00 23:15 ------1 - - - - 1 23:15 23:30 ------0 23:30 23:45 - 1 ------1 23:45 00:00 ------0 00:00 00:15 ------0 00:15 00:30 ------0 00:30 00:45 ------0 00:45 01:00 ------0 01:00 01:15 ------0 01:15 01:30 ------0 01:30 01:45 ------0 01:45 02:00 ------2 - - - - 2 02:00 02:15 ------0 02:15 02:30 ------0 02:30 02:45 - 1 ------1 02:45 03:00 - 1 - - - - - 2 - - - - 3 03:00 03:15 ------2 - - - - 2 03:15 03:30 - 1 - - - - - 1 - - - - 2 03:30 03:45 ------1 - - - - 1 03:45 04:00 ------1 - - - - 1 04:00 04:15 ------0 04:15 04:30 - 1 - - - - - 2 - - - - 3 04:30 04:45 ------3 - - - - 3 04:45 05:00 ------5 - - - - 5 05:00 05:15 - 1 - - - - - 20 - - - - 21 05:15 05:30 - 3 - - - - - 8 - - - - 11 05:30 05:45 - 4 - - - - - 6 - - - - 10 05:45 06:00 - 2 - - - - - 7 - - - - 9 24HOUR - TOTALS 1 285 4 549 5 7 8 379 9 10 11 12 1,280 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 BUS DWG NR: UT2018-410 BUS R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 06:00 06:15 - 2 - - - - - 1 - - - - 3 06:15 06:30 - 20 - - - - - 13 - - - - 33 06:30 06:45 - 7 - - - - - 9 - - - - 16 06:45 07:00 - 8 - - - - - 6 - - - - 14 07:00 07:15 - 16 ------16 07:15 07:30 - 6 ------6 07:30 07:45 - 6 - - - - - 3 - - - - 9 07:45 08:00 - 3 ------3 08:00 08:15 ------1 - - - - 1 08:15 08:30 - 1 - - - - - 2 - - - - 3 08:30 08:45 - 2 ------2 08:45 09:00 - 2 ------2 09:00 09:15 - 4 - - - - - 1 - - - - 5 09:15 09:30 - 2 ------2 09:30 09:45 - 1 - - - - - 2 - - - - 3 09:45 10:00 - 3 ------3 10:00 10:15 - 1 ------1 10:15 10:30 - 1 ------1 10:30 10:45 - 2 ------2 10:45 11:00 - 1 - - - - - 1 - - - - 2 11:00 11:15 ------0 11:15 11:30 ------1 - - - - 1 11:30 11:45 ------0 11:45 12:00 ------1 - - - - 1 12:00 12:15 - 1 - - - - - 1 - - - - 2 12:15 12:30 - 2 ------2 12:30 12:45 - 4 - - - - - 3 - - - - 7 12:45 13:00 - 1 - - - - - 1 - - - - 2 13:00 13:15 ------1 - - - - 1 13:15 13:30 - 3 ------3 13:30 13:45 - 1 - - - - - 3 - - - - 4 13:45 14:00 - 2 - - - - - 2 - - - - 4 14:00 14:15 - 1 - - - - - 4 - - - - 5 14:15 14:30 ------7 - - - - 7 14:30 14:45 - 3 - - - - - 7 - - - - 10 14:45 15:00 - 4 - - - - - 3 - - - - 7 15:00 15:15 - 10 - - - - - 3 - - - - 13 15:15 15:30 - 3 - - - - - 3 - - - - 6 15:30 15:45 - 2 - - - - - 4 - - - - 6 15:45 16:00 ------0 16:00 16:15 - 6 - - - - - 2 - - - - 8 16:15 16:30 - 10 ------10 16:30 16:45 - 1 - - - - - 4 - - - - 5 16:45 17:00 - 1 - - - - - 12 - - - - 13 17:00 17:15 - 6 - - - - - 6 - - - - 12 17:15 17:30 ------8 - - - - 8 17:30 17:45 - 3 - - - - - 7 - - - - 10 17:45 18:00 - 1 - - - - - 3 - - - - 4 18:00 18:15 - 10 - - - - - 2 - - - - 12 18:15 18:30 - 6 - - - - - 3 - - - - 9 18:30 18:45 - 13 ------13 SURVEY DATE: R544 COMMAND PARK DWG NR: 01 August 2018 BUS 0 UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 18:45 19:00 - 3 - - - - - 1 - - - - 4 19:00 19:15 - 7 - - - - - 1 - - - - 8 19:15 19:30 ------0 19:30 19:45 ------2 - - - - 2 19:45 20:00 ------0 20:00 20:15 ------0 20:15 20:30 ------0 20:30 20:45 ------0 20:45 21:00 ------0 21:00 21:15 ------0 21:15 21:30 ------2 - - - - 2 21:30 21:45 ------1 - - - - 1 21:45 22:00 ------1 - - - - 1 22:00 22:15 ------0 22:15 22:30 - 1 - - - - - 1 - - - - 2 22:30 22:45 ------0 22:45 23:00 ------2 - - - - 2 23:00 23:15 ------0 23:15 23:30 ------0 23:30 23:45 ------0 23:45 00:00 ------0 00:00 00:15 ------0 00:15 00:30 ------0 00:30 00:45 - 1 ------1 00:45 01:00 ------0 01:00 01:15 ------0 01:15 01:30 - 1 ------1 01:30 01:45 ------0 01:45 02:00 ------0 02:00 02:15 ------0 02:15 02:30 - 1 ------1 02:30 02:45 - 1 ------1 02:45 03:00 - 3 ------3 03:00 03:15 ------0 03:15 03:30 - 4 - - - - - 1 - - - - 5 03:30 03:45 ------0 03:45 04:00 ------0 04:00 04:15 ------0 04:15 04:30 ------6 - - - - 6 04:30 04:45 ------0 04:45 05:00 ------0 05:00 05:15 ------20 - - - - 20 05:15 05:30 ------7 - - - - 7 05:30 05:45 - 2 - - - - - 7 - - - - 9 05:45 06:00 - 2 - - - - - 2 - - - - 4 24HOUR - TOTALS 1 210 3 548 5 6 7 192 9 10 11 12 1,014 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 HEAVY VEHICLES DWG NR: UT2018-410 HV R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 06:00 06:15 - 31 - - - - - 20 - - - - 51 06:15 06:30 - 19 - - - - - 16 - - - - 35 06:30 06:45 - 14 - - - - - 15 - - - - 29 06:45 07:00 - 20 - - - - 1 28 - - - - 49 07:00 07:15 - 13 - - - - - 15 - - - - 28 07:15 07:30 - 25 - - - - - 14 - - - - 39 07:30 07:45 - 32 - - - - - 21 - - - - 53 07:45 08:00 - 18 - - - - - 22 - - - - 40 08:00 08:15 - 18 - - - - - 20 - - - - 38 08:15 08:30 - 23 - - - - - 20 - - - - 43 08:30 08:45 - 27 - - - - 1 25 - - - 1 54 08:45 09:00 - 26 - - - 1 1 22 - - - - 50 09:00 09:15 - 24 - - - - - 15 - - - - 39 09:15 09:30 - 19 - - - - - 17 - - - - 36 09:30 09:45 - 23 - - - - - 25 - - - - 48 09:45 10:00 - 38 - - - - - 22 - - - - 60 10:00 10:15 - 32 - - - - - 28 1 - - - 61 10:15 10:30 - 31 - - - - - 40 - - - - 71 10:30 10:45 - 29 - - - - - 23 - - - - 52 10:45 11:00 - 31 - - - 1 - 35 - - - - 67 11:00 11:15 - 29 - - - - - 33 - - - - 62 11:15 11:30 - 23 - - - 1 - 25 - - - - 49 11:30 11:45 - 29 - - - - 1 20 - - - - 50 11:45 12:00 - 24 - - - - 2 34 - - - - 60 12:00 12:15 - 27 - - - - 3 30 - - - - 60 12:15 12:30 - 27 - - - - 1 31 - - - - 59 12:30 12:45 - 25 - 1 - 1 - 23 - - - - 50 12:45 13:00 - 25 - - - - - 27 - - - - 52 13:00 13:15 - 24 - - - - - 30 1 1 - - 56 13:15 13:30 - 39 - - - - - 28 - - - - 67 13:30 13:45 - 21 - - - - - 35 - - - - 56 13:45 14:00 - 23 - - - - - 23 - - - - 46 14:00 14:15 - 29 - - - - 1 34 - - - 1 65 14:15 14:30 - 22 - - - - 1 33 - - - - 56 14:30 14:45 - 23 - - - - - 27 - - - - 50 14:45 15:00 - 19 - - - - - 30 - - - - 49 15:00 15:15 - 19 - 1 - - - 25 - - - - 45 15:15 15:30 - 21 - - - 1 2 30 - - - - 54 15:30 15:45 - 19 - - - - - 29 - - - - 48 15:45 16:00 - 18 - - - - - 24 - - - - 42 16:00 16:15 - 17 - - - - 2 22 - - - - 41 16:15 16:30 - 19 - - - - - 17 - - - - 36 16:30 16:45 - 19 - - - - - 29 - - - - 48 16:45 17:00 - 21 - - - - - 20 - - - - 41 17:00 17:15 - 15 - - - - - 35 - - - - 50 17:15 17:30 - 20 - - - - 1 31 - - - - 52 17:30 17:45 - 20 - - - - 2 30 - - - - 52 17:45 18:00 - 20 - - - - - 29 - - - - 49 18:00 18:15 - 25 - - - - - 22 - - - - 47 18:15 18:30 - 22 - - - 1 - 36 - - - - 59 18:30 18:45 - 27 - - - - - 17 - - - - 44 SITE LOCATION: R544 COMMAND PARK SURVEY DATE: 01 August 2018 HEAVY VEHICLES DWG NR: UT2018-410 TOTAL R544 UNKNOWN UNKNOWN

R544

MOVEMENT NR: 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS 18:45 19:00 - 17 - - - - - 25 - - - - 42 19:00 19:15 - 18 - - - - - 20 - - - - 38 19:15 19:30 - 15 - - - - - 18 - - - - 33 19:30 19:45 - 19 - - - - - 16 1 - - - 36 19:45 20:00 - 15 - - - - - 19 - - - - 34 20:00 20:15 - 15 - - - - - 10 - - - - 25 20:15 20:30 - 14 - - - - - 10 - - - - 24 20:30 20:45 - 12 - - - - - 8 - - - - 20 20:45 21:00 - 12 - - - - - 10 - - - - 22 21:00 21:15 - 14 - - - - - 3 - - - - 17 21:15 21:30 - 8 - - - - - 8 - - - - 16 21:30 21:45 - 9 - - - - - 9 - - - - 18 21:45 22:00 - 9 - - - - - 6 - - - - 15 22:00 22:15 - 7 - - - - - 6 - - - - 13 22:15 22:30 - 6 - - - - - 2 - - - - 8 22:30 22:45 - 9 - - - - - 3 - - - - 12 22:45 23:00 - 8 - - - - - 2 - - - - 10 23:00 23:15 - 5 - - - - - 2 - - - - 7 23:15 23:30 - 3 - - - - - 1 - - - - 4 23:30 23:45 - 4 - - - - - 5 - - - - 9 23:45 00:00 - 3 ------3 00:00 00:15 - 1 - - - - - 2 - - - - 3 00:15 00:30 - 4 - - - - - 1 - - - - 5 00:30 00:45 ------4 - - - - 4 00:45 01:00 - 2 - - - - - 1 - - - - 3 01:00 01:15 - 4 - - - - - 3 - - - - 7 01:15 01:30 - 3 - - - - - 7 - - - - 10 01:30 01:45 - 5 - - - - - 2 - - - - 7 01:45 02:00 - 2 - - - - - 1 - - - - 3 02:00 02:15 - 1 - - - - - 1 - - - - 2 02:15 02:30 - 6 - - - - - 1 - - - - 7 02:30 02:45 - 9 - - - - - 7 - - - - 16 02:45 03:00 - 2 - - - - - 2 - - - - 4 03:00 03:15 - 2 - - - - - 4 - - - - 6 03:15 03:30 - 6 - - - - - 3 - - - - 9 03:30 03:45 - 11 - - - - - 3 - - - - 14 03:45 04:00 - 9 - - - - - 2 - - - - 11 04:00 04:15 - 7 - - - - - 1 - - - - 8 04:15 04:30 - 15 - - - - - 2 - - - - 17 04:30 04:45 - 13 - - - - - 5 - - - - 18 04:45 05:00 1 14 - - - - - 11 - - - - 26 05:00 05:15 2 20 - - - - - 11 - - - - 33 05:15 05:30 - 30 - - - - - 12 - - - - 42 05:30 05:45 - 19 - - - - - 10 - - - - 29 05:45 06:00 - 21 - - - - - 12 - - - - 33 24HOUR - TOTALS 4 1,634 3 550 5 12 26 1,601 12 11 11 14 3,883