TRAFFIC IMPACT STUDY - sahris.sahra.org.za · traffic impact study proposed n14 township establishment on farm portions 205 & 206 elandskuil rev 0 dec 2017 ref: 1712 – vndp prepared

TRAFFIC IMPACT STUDY

PROPOSED N14 TOWNSHIP ESTABLISHMENT

ON

FARM PORTIONS

205 & 206 ELANDSKUIL

Rev 0

DEC 2017

REF: 1712 – VNDP

Prepared By: Approval By: MSN Civils 2 Seventh Ave, SYMHURST, 1401 Contacts: 076 965 0150 [email protected]

Dept. Public Works & Roads Provincial Head Office Planning Division Cnr. Carrington & Tillard Str. MMABATHO, 2735 (018) 388 1435/1377

https://www.google.co.za/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&ved=0ahUKEwiJqJmO1IfYAhXBzxQKHRVwC5MQjRwIBw&url=https://en.wikipedia.org/wiki/File:North_West_arms.svg&psig=AOvVaw1LidhM-jg7f6D9RXNBBbTx&ust=1513277454409251

This Traffic Impact Study for was prepared, checked, approved and issued to Department of Public Works & Roads: North West Provincial Govenrment for approval. Site: N14 Township on Farm Ptn’s 205 and 206 Elandskuil Issue No: 1

Prepared by: IM BSc (Hons): Civil Engineering

Checked by: IM BSc (Hons): Civil Engineering

Signaure JM

______________________ Julius M: B-Ing (Civil Eng.)

Table of Contents

Introduction .......................................................................................................................... 1

Background and executive summary .............................................................................. 1

Objectives of this Traffic Impact Assessment report .................................................... 2

Site Description and Characteristics ..................................................................................... 3

Locality ............................................................................................................................. 3

Site area ............................................................................................................................ 3

Methodology ......................................................................................................................... 5

Town Planning Matters: ....................................................................................................... 6

Existing Zoning and Land Use ...................................................................................... 6

Proposed Development Controls ................................................................................... 6

Accessibility to site and Road Classification ........................................................................ 8

Road network master-planning ...................................................................................... 8

Road classification, design speed and design vehicle .................................................... 8

5.2.1. Road Classification ........................................................................................................ 8

5.2.2. Design Speed .............................................................................................................. 8

5.2.3. Design vehicle ............................................................................................................ 8

Capacity Analysis ................................................................................................................. 9

Trip generation, split and assignment ........................................................................... 9

6.1.1. Trip reduction factor, generation and split for Sub-Development A .................................. 9

6.1.2. Trip reduction factor, generation and split for Sub-Development B ............................ 10

6.1.3. Trip reduction factor, generation and split for Sub-Development C ............................. 10

6.1.4. Trip reduction factor, generation and split for Sub-Development D ............................ 11

Capacity analysis standards ........................................................................................... 11

Data collection................................................................................................................ 12

6.3.1. Traffic counts: .......................................................................................................... 12

6.3.2. Peak Hour & Years of analysis ................................................................................... 13

PHF, growth rate and trip distribution ........................................................................ 13

6.4.1. Peak hour factor ......................................................................................................... 13

6.4.2. Growth rate .............................................................................................................. 14

6.4.3. Trip distribution ........................................................................................................ 14

Assessment Scenarios and criteria ................................................................................ 14

Intersections capacity analysis results for scenarios .................................................... 14

Road Access, Intersection Provision and Spacing .............................................................. 19

Access analysis .................................................................................................................... 19

Driveway design ............................................................................................................ 19

Accesses throat lengths .................................................................................................. 19

Sight distance requirements ................................................................................................ 19

Access position ............................................................................................................... 20

9.1.1. Proposed site access position........................................................................................... 20

9.1.2. Impact of site access on adjacent properties ................................................................. 20

Recommended access layout and control from the road .............................................. 20

Road Widening, PWV Network and Servitudes ............................................................... 22

Road widening & PWV Network ................................................................................ 22

Servitudes ....................................................................................................................... 22

Public transport assessment ................................................................................................ 22

Parking requirements .......................................................................................................... 23

Summary and Recommendations ....................................................................................... 23

Conclusion .......................................................................................................................... 26

References: ........................................................................................................................... 26

List of Tables

Table 1: Controls for Sub-Development A ................................................................................ 6

Table 2: Controls for Sub-Development B ................................................................................ 6

Table 3: Controls for Sub-Development C ................................................................................ 6

Table 4: Controls for Sub-Development D ............................................................................... 7

Table 5: Intersections lane configurations ................................................................................ 12

Table 6: Assessment Scenarios ................................................................................................ 14

Table 7: Intersection A- Summary of analysis results ............................................................. 15

Table 8: Intersection C - Summary of analysis results ............................................................ 15

Table 9: Intersection D - Summary of analysis results ........................................................... 16

Table 10: Intersection Entrance - Summary of analysis results ............................................... 18

List of Figures Figure 1 : Locality Plan and Sub-development Portions ............................................................ 4

Figure 2 : Existing Intersections and Proposed access positions .............................................. 21

Annexures Annexure A - Figures for traffic volumes

Annexure B - Trip Generation Rates

Annexure C - Traffic Counts, Peak Hour and Traffic Projections

Annexure D - Auto J Analysis Results

Annexure E - Land Use Application Annexure F - PWV Network

Annexure G - Proposed layout Plan

Vtdp N14 Dev– TIA (V1) 1

Introduction

Background and executive summary

Mosoane Civils (Pty) Ltd (MSN Civils) has appointed by Mamphele Development Planners to undertake the Traffic Impact Study for proposed N14 Township development on Farm Portions 205 and 206 Elandskuil IP. Mamphele Development Planners were appointed by Housing Development Agency(“HDA”) to carry out a detailed Township establishment for the creation of an Integrated and Sustainable Human Settlement on the farms: Elandskuil No. 205 IP and Elandskuil No. 206, IP, North-West Province within the JB Marks Local Municipality in Ventersdorp. This report is prepared to support the Township Establishment Application that is submitted for approval by JB Marks Local Municipality in Ventersdorp area which is one of the four Local Municipalities of Dr. Kenneth Kaunda District Municipality. The development sites are situated adjacent to the intersection of N14 Highway/R30 Road Both 205 and 206 sites are currently zoned “Farm” The proposed township shall comprise of:

→ 2199 x Residential 1 Stand Houses → 6 x Residential 2 Stand Houses → 2 x Municipal/Institutional Stands → 7 x Business stands → 18 x Industrial 1/2 → 2 x Pre-schools → 2 x Primary schools → 1 x Secondary school → 1 x Community health center → 3 x Churches → 1 x Public Garage → 1 x Taxi Rank → 6 x Public Spaces


Objectives of this Traffic Impact Assessment report

To achieve the acceptable engineering practice standards and municipal standards and policies with reference to safety, security, convenience, effeciency, reliability, accessibility, practicality, economic, affordability, sustainability and enfironmentally friendly.

To support sustainable development by protecting the overall integrity of the transportation system for the benefit of all users.

To minimise all the impacts and at the same time have the greatest overall benefits.

To develop and evaluate alternative options or solutions to determine the most preferred option.

Determine the peak hour trips to be generated by the development and report on the impact thereof onto the existing road network.

Analyze the access requirements for this site in specific and in relation to the adjacent properties.


Site Description and Characteristics

Locality

Site falls under 3 wards, namely: Ward 2, 4 and 6 in terms of spatial demarcation of JB Marks Local Municipality as approved by 2016 Municipal Demarcation Board. The four-way crossing of N14 Highway/R30 Road is situated approximately at the centre of the site, which divides the site into for portions. N14 and R30 bisects the site which then make all 4 portions to be adjacent to all these roads. The site, Ptn 205 of Farm Elandskuil IP, is situated adjacent and to the: - South-east of the intersection of N14/R30 Road which is under Ward 6, and - South-west of the intersection of N14/R30 Road which is under Ward 4. The site, Ptn 206 of Farm Elandskuil IP, is situated adjacent and to the: - North-east of the intersection of N14/R30 Road which is under Ward 2,

See the locality figure on the next page.

Site area

- Re Extend of Ptn 206 measures 83.0076ha in extend and is held under Title Deed No: T14359/1986.

- Ptn 205 IP measures 174.4764 ha in extend and is held under Title Deed No: T98541/1997.

- Total area of the site area is 257.484 ha


Figure 1 : Locality Plan and Sub-development Portions


Methodology

The methodology in the report included:

A site visit to observe current travel patterns, road geometry and to gain an

understanding of the study area,

For the purpose streamlining the contents of this report, the analysis shall of the

site shall be separated into 4 developmental portions linked to the wards, being:

→ North-east portion on Ward 2 to be Sub-Development A

→ South-east portion on Ward 4 to be Sub-Development B

→ South-west portion on Ward 6 to be Sub-Development C

→ North-west portion on Ward 1 to be Sub-Development D

See Figure A – Locality plan for these sub-developments

Trip generation, trip distribution and assignment,

Traffic Counts,

Capacity analysis,

Sites access,

Throat lengths,

Conceptual layouts,

All findings, recommendations and conclusion captured in the report.

Guidelines to be used:

- TMH 16 (Vol 1 & 2) – South African Traffic Impact and Site Traffic Assessment

Standards and requirements manual

- TMH 17 – South African Trip Data Manual

- TRH 26 – Road Classification and Access Management Manual


Town Planning Matters:

Township establishment in terms of Township Ordinances 1986, Read in conjunction with SPLUMA 2013, Act no 16 of 2013

Existing Zoning and Land Use

- Zone : Farm

Proposed Development Controls

Table 1: Controls for Sub-Development A

Land Use Sub-Development A

Parcels Size Total

Residential 1 Houses 686 Vary 686 units Residential 2 Houses 3 1.15 + 1.01 + 4.71 6.87ha Municipal 1 0.46 + 0.53 0.99ha Business 2 1.25 + 1.71 2.96ha Pre-school (1) 1 0.6ha 0.6ha Primary school (1) 1 3.08ha 3.08ha Public Spaces 4 Vary -

Table 2: Controls for Sub-Development B

Land Use Sub-Development B

Parcels Size Total

Residential 1 Houses 440 Vary 440 units Industrial 7 Vary 7.64ha Business 2 2.36ha + 0.15ha 2.51ha Institutional / College 1 14.79ha 14.79ha Municipal 1 1.14 2.28ha Public Spaces 5 Vary -

Table 3: Controls for Sub-Development C

Land Use Sub-Development C

Parcels Size Total

Residential 1 Houses 1530 Vary 1530 Municipal 4 2.81 + 0.72 + 0.29 4.42ha Business 3 3.87 +0.47 + 1.1 5.44ha Pre-school (1) 1 0.84ha 0.84ha Primary school (1) 1 3.0ha 3.0ha Secondary school (1) 1 5.12ha 5.12ha Taxi Rank/Holding 1 0.6ha 0.6ha Public Spaces 1 0.36ha 0.36ha


Table 4: Controls for Sub-Development D

Land Use Sub-Development D

Parcels Size Total

Residential 2 Houses 1 6.74ha 6.74ha

See attached Annexure E for the Land use application and Annexure F for Proposed Conceptual Site Development Plan The following controls of ratios and students are used for the development:

→ Apartments and flats Density = 25 du/ha → Business park FAR = 0.5 → Public Primary School no. of kids = 500 → Public Secondary School no. of kids = 500 → Pre-school no. of kids = 200 → Industrial FAR = 0.3 → Institutional/College no. student = 1000 → Medical Clinic FAR = 0.3 → Taxi rank/holding facility = 100 mini-bus


Accessibility to site and Road Classification

Road network master-planning

The road network adjacent to site are N14 and R30. R30 was previously owned by the provincial road authority but now is taken over by SANRAL. There is no master plan for the area.

Road classification, design speed and design vehicle

5.2.1. Road Classification

For this report, road classification is very important for analysis of the traffic parterns within the vicinity of the site. The roads classification is accorrding to COTO - RCAM a) N14 Highway currently is operating as – Class R2 (Rural major arterial) which will

in future become Class R1 (Principal Arterial). b) R30 is in general classified as Class R2 (Rural minor arterial). R30 to the north of

N14 links Ventersdorp and Rustenburg at approximately 95km, to the south of N14 links Ventersdorp and Klerksdorp at approximately 70km

- It should be noted that R30 to the north from N14 goes into Ventersdorp Town and this 4.5km section of the road shall not have functions of a class 2 road, it shall operate Urban Class 3 and 4a.

- R30 to the south shall be R2 however the first 2km section from the N14 shall be operating as Class U2

5.2.2. Design Speed

N14 = 120 km/h R30 to the south = 80 km/hr first 5km section from N14 R30 to the south = 120 km/hr over 5km section from N14 R30 to the north = 70km/hr

5.2.3. Design vehicle

Sub-development Normal operation Occasional use A Bus WB-15 B WB-15 WB-20 C Bus WB-15 D Bus WB-15


Capacity Analysis

Trip generation, split and assignment

See trip reduction factors and trip generation rates attached as Annexure B.

6.1.1. Trip reduction factor, generation and split for Sub-Development A

Sub-development A - Calculation of trip reduction factor PC = 1 - (1 - PM) x (1 - PV) x (1 - PT)

Land Use Trips% Mixed-Use

(Max Factor)

% Low

Vehicle

%

Transit

nodes

Combined

factor without

Mixed-use

Trips without

Mixed-use

factor (x)

In Out

Assumption of

Internal circulating

trips for mix-use (y)

% of proposed

Mixed use trips

(y/x)

Pc

Combined

Factor

Residential 1 Houses 686 10 40 15 0,49 336 84 252 20 6 0,520


Business Park 222 15 20 15 0,32 71 60 11 10 14 0,416

Pre-school (1) 425 5 50 15 0,575 244 122 122 10 4 0,592

Primary school (1) 200 30 50 15 0,575 115 58 57 20 17 0,649

Trip Generation

AM Mid PM AM Mid PM AM Mid PM

210 Single dwelling Units No. No. 1,00 - 1,00 686 686 - 686 0,520 329 - 329

232 Multi-level Town Houses No. No. 0,75 - 0,75 172 129 - 129 0,462 69 - 69

770 Business Park sqm 100sqm 1,50 - 1,50 14800 222 - 222 0,416 130 - 130

520 Public Primary School Student Student 0,85 0,35 0,30 500 425 175 150 0,592 173 71 61

565 Pre-School Student Student 1,00 0,35 0,80 200 200 70 160 0,649 70 25 56

Trips with

reduction factorTrip rate

calc per

Trip RateProposed

Trips Trip

Reduction

factor

Code Land Use Unit

Trip Split

Ratio IN OUT

AM 329 - 329 25:75 82 247

PM 329 - 329 70:30 230 99

AM 129 - 129 25:75 32 97

PM 129 - 129 70:30 90 39

AM 130 - 130 85:15 111 20

PM 130 - 130 20:80 26 104

AM 173 0,55 315 50:50 158 157

Midday 71 0,55 129 45:55 58 71

PM 61 0,55 111 50:50 55 55

AM 70 0,85 82 50:50 41 41

Midday 25 0,85 29 50:50 15 15

PM 56 0,85 66 50:50 33 33

Public Primary School

Pre-school

SplitPHF

Peak Hr

pc trips

Single dwelling units

TripsLand-use Peak Period

Multi-level Town

Business Centre Park


6.1.2. Trip reduction factor, generation and split for Sub-Development B

6.1.3. Trip reduction factor, generation and split for Sub-Development C

Sub-development B - Calculation of trip reduction factors PC = 1 - (1 - PM) x (1 - PV) x (1 - PT)


(Max Factor)

% Low

Vehicle

%

Transit

nodes

Combined

factor without

Mixed-use

Trips without

Mixed-use

factor (x)

In Out

Assumption of



% of proposed

Mixed use trips

(y/x)

Pc

Combined

Factor

Single dwelling Units 440 10 40 15 0,490 216 54 162 20 9 0,537

Industrial Area (Park) 183 5 30 15 0,405 74 19 56 4 5 0,437

Business Park 288 15 20 15 0,320 92 78 14 10 11 0,394

Institutional - College 200 20 50 15 0,575 115 58 57 8 7 0,605

Trip Generation


210 Single dwelling Units No. No. 1 - 1 440 440 - 440 0,537 204 - 204

130 Industrial Area (Park) sqm 100sqm 0,8 - 0,8 22900 183 - 183 0,437 103 - 103


520 Institutional - College Student Student 0,2 0,25 0,2 1000 200 250 200 0,605 79 99 79

ProposedUnitCode Land Use

Trips with

reduction factorTrip

Reduction

factor

TripsTrip RateTrip rate

calc per

Trip Split

Ratio IN OUT

AM 204 - 204 25:75 51 153

PM 204 - 204 70:30 143 61

AM 103 - 103 75:25 77 26

PM 103 - 103 30:70 31 72

AM 114 - 114 85:15 97 17

PM 114 - 114 20:80 23 91

AM 79 0,55 144 50:50 72 72

Midday 99 0,55 180 50:50 90 90

PM 79 0,55 144 50:50 72 72

SplitLand-use Peak Period Trips PHF

Peak Hr

pc trips



Industrial Area (Park)

Institution - College

Sub-development C - Calculation of trip reduction factors PC = 1 - (1 - PM) x (1 - PV) x (1 - PT)


(Max Factor)

% Low

Vehicle

%

Transit

nodes

Combined

factor without

Mixed-use

Trips without

Mixed-use

factor (x)

In Out

Assumption of



% of proposed

Mixed use trips

(y/x)

Pc

Combined

Factor


Business Park 408 15 20 15 0,320 131 111 20 10 8 0,372

Pre-school (1) 425 5 50 15 0,575 244 122 122 10 4 0,592

Primary school (1) 200 30 50 15 0,575 115 58 57 20 17 0,649

Trip Generation


210 Single dwelling Units No. No. 1,00 - 1,00 1530 1530 - 1530 0,537 708 - 708


520 Public Primary School Student Student 0,85 0,35 0,30 500 425 175 150 0,592 173 71 61

565 Pre-School Student Student 1,00 0,35 0,80 200 200 70 160 0,649 70 25 56

Code Land Use UnitTrip rate

calc per

Trip RateProposed

Trips Trip

Reduction

factor

Trips with

reduction factor


6.1.4. Trip reduction factor, generation and split for Sub-Development D

Capacity analysis standards

- Assessment hours: Normal Hours. - Right turn movements at signalized intersections may operate at LOS E on

condition that queue length of 95th percentile is provided. - Acceptable LOS is D. - Microscopic simulation software used: Auto J (Developed by Dr. John Sampson).

Sub-development C

Trip Split

Ratio IN OUT

AM 708 - 708 25:75 177 531

PM 708 - 708 70:30 496 212

AM 256 - 256 85:15 218 38

PM 256 - 256 20:80 51 205

AM 173 0,55 315 50:50 158 157

Midday 71 0,55 129 45:55 58 71

PM 61 0,55 111 50:50 56 55

AM 70 0,85 82 50:50 41 41

Midday 25 0,85 29 50:50 15 14

PM 56 0,85 66 50:50 33 33



Public Primary School

Pre-school

Land-use Peak Period Trips PHFPeak Hr

pc trips

Split

Sub-development D - Calculation of trip reduction factors PC = 1 - (1 - PM) x (1 - PV) x (1 - PT)


(Max Factor)

% Low

Vehicle

%

Transit

nodes

Combined

factor without

Mixed-use

Trips without

Mixed-use

factor (x)

In Out

Assumption of



% of proposed

Mixed use trips

(y/x)

Pc

Combined

Factor


Trip Generation


232 Multi-level Town Houses No. No. 0,75 - 0,75 169 127 - 127 0,405 75 - 75

ProposedTrips Trip

Reduction

factor

Trips with

reduction factorCode Land Use UnitTrip rate

calc per

Trip Rate

Trip Split

Ratio IN OUT

AM 75 - 75 25:75 19 56

PM 75 - 75 70:30 53 23Multi-level Town

Peak Period Trips PHFPeak Hr

pc trips

SplitLand-use


Level of Service Criteria (HCM)

Level of Service

Avg. Delay for Stop Controlled

A <10

B <15

C <25

D <35

E <50

F = 50+

Data collection

6.3.1. Traffic counts:

Manual intersection traffic counts were conducted. - Date : 15 November 2017 (Wednesday) - Period : Morning - 6:00 – 9:00,

Afternoon - 15:00 – 18:00 - Intersections : A. N14/R30

B. Loccatie Str/R30 C. De Beer Str/R30 D. Yssel Rd/Loccatie Str E. Phuthaditshaba Str/Letsibaba Str

- Lane configurations of the intersections is reflected by the layouts on the table of

summary of intersection analysis results below.

Table 5: Intersections lane configurations

A. N14/R30 B. Loccatie Str/R30


C. De Beer Str/R30 D. Yssel Rd/Loccatie Str

E. Phuthaditshaba Str/Letsibaba Str

6.3.2. Peak Hour & Years of analysis

→ AM : 6H45 – 7H45 → PM : 16H30 – 17H30 → Base year : 2018 → Horizon year : 2023

PHF, growth rate and trip distribution

6.4.1. Peak hour factor

HCM recommends 0.92 PHF for urban areas, it will therefore be applied to calculate the peak hour volumes.


6.4.2. Growth rate

- The COTO recommends 3-4% growth rates for average growth areas. - The surrounding area is developed with residential units and commercial. - A growth rate of 4.0% shall be applied for analysis. See attached Annexure C for Traffic Counts, Peak hour and projections.

6.4.3. Trip distribution

See the attached Figure 3 of Annexure A.

Assessment Scenarios and criteria

Table 6: Assessment Scenarios

SCENARIO ASSESSMENT YEAR AND

TRAFFIC DEMAND INTERSECTION LAYOUT

1 Status Quo 2018 Existing 2018 road layout.

2 2017 Background + Development Improved 2018 road layout.

3 2023 Horizon Improved 2018 road layout.

4 2023 Horizon + Development Improved 2018 Layout

Intersections capacity analysis results for scenarios

See detailed intersection analysis results attached as Annexure D.


Table 7: Intersection A- Summary of analysis results

Table 8: Intersection C - Summary of analysis results

Intersection: B &

Scenario 1

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0.2 9 A 0.1 9 ASouth - - - - - -West 0.3 1 A 0.1 0 AEast 0.1 0 A 0.3 2 AOverall 0.2 2 A 0.3 2 A

Scenario 2

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0.19 9 A 0.1 9 ASouth - - - - - -West 0.26 1 A 0.1 0 AEast 0.12 1 A 0.3 2 AOverall 0.23 2 A 0.3 2 A

Scenario 3

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0.25 10 B 0.1 9 ASouth - - - - - -West 0.3 2 A 0.1 0 AEast 0.14 1 A 0.4 2 AOverall 0.26 3 A 0.3 2 A

Scenario 4

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0.3 10 B 0.1 9 ASouth - - - - - -West 0.3 2 A 0.1 0 AEast 0.2 1 A 0.4 2 AOverall 0.3 3 A 0.3 2 A

Peter Wessels Street

Intersection Layout

Intersection Layout AM Peak PM Peak

Intersection will still operate at highly acceptablelevel of service with the development trips during

base year.

AM Peak

Eastwood Road

Intersection operates at highly acceptablelevel of service.

PM Peak

level of service during the horizon year.Intersection will still operate at highly acceptable

Intersection Layout AM Peak Friday PM Peak

Intersection will operate at highly acceptable LOS duringthe horizon year with the site traffic.

Intersection Layout AM Peak PM Peak


Table 9: Intersection D - Summary of analysis results

Intersection: C &

Scenario 1: 2017 Existing

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North - - - - - -

South 0,11 9 A 0,05 9 A

West 0,29 2 A 0,11 0 A

East 0,08 0 0 0,32 2 0Overall 0,23 2 A 0,27 2 A

Scenario 2: 2017 + Dev

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North - - - - - -South 0,12 9 A 0,06 9 AWest 0,31 2 A 0,12 1 AEast 0,08 0 0 0,34 2 0Overall 0,24 2 A 0,29 2 A

Scenario 3: 2022 Horizon

v/c

Del

ay

LOS

v/c

Del

ay

LOS



v/c

Del

ay

LOS

v/c

Del

ay

LOS


AM Peak PM Peak

AM Peak PM Peak

Development trips will have negligible effect on the highly

acceptable operating conditions in the horizon year.

The road network operations will still be at highly

acceptable LOS during the horizon year.

President Street

The road network operating conditions will still be at highly

acceptable LOS with the development trips.

AM Peak PM Peak

AM Peak

Eastwood Road

PM Peak

The 2017 background traffic operates at highly acceptable

LOS.


Intersection: D &

Scenario 1: 2017 Existing

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North - - - - - -

South 0,04 8 A 0,02 8 A

West 0,28 2 A 0,11 0 A

East 0,08 0 0 0,26 1 0Overall 0,23 2 A 0,22 1 A


v/c

Del

ay

LOS

v/c

Del

ay

LOS


Scenario 3: 2022 Horizon

v/c

Del

ay

LOS

v/c

Del

ay

LOS



v/c

Del

ay

LOS

v/c

Del

ay

LOS


AM Peak PM Peak

AM Peak PM Peak

Development trips will have negligible effect on the highly

acceptable operating conditions in the horizon year.

The road network operations will still be at highly

acceptable LOS during the horizon year.

Park Street

The road network operating conditions will still be at highly

acceptable LOS with the development trips.

AM Peak PM Peak

AM Peak

Eastwood Road

PM Peak

The 2017 background traffic operates at highly acceptable

LOS.


Table 10: Intersection Entrance - Summary of analysis results

Intersection: Entr &

Scenario 2a: 2017 + Dev (Alt 1)

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0,03 9 A 0,13 9 A

South - - - - - -

West 0,30 2 A 0,09 0 A

East 0,11 1 0 0,34 2 0Overall 0,25 2 0 0,27 2 0

Scenario 4a: 2022 + Dev (Alt 1)

v/c

Del

ay

LOS

v/c

Del

ay

LOS

North 0,04 9 A 0,16 9 ASouth - - - - - -West 0,35 2 A 0,11 0 AEast 0,13 1 A 0,40 3 AOverall 0,30 2 A 0,33 3 A

Site Access

The site access will still not have capacity problems in the

horizon year.

AM Peak PM Peak

AM Peak

Eastwood Road

PM Peak

With the proposed stop from the site merging to Eastwood

Street, the site access will not have any capacity problem

during the base year.


Road Access, Intersection Provision and Spacing

- Full intersection shall be provided for all sub-developments with R30 being a priority road.

- There is an access position approved at approximately 600m to the north of N14 along R30 which is meant to provide an access to Tshing Village and proposed sub-development D. A symmetrical intersection is therefore proposed to provided an access to the proposed sub-development A. Also a second linkage on the northern part of the sub-development A is proposed. This second linkage shall link with the intersection to Tshing Village.

- A symmetrical intersection to sub-developments B and C is proposed to the south of N14 along R30. Since this intersection is new, it will require a spacing of 800±15% along R30 from N14 intersection.

- Internal Class 4a, 4b and 5b intersections to be spaced at a minimum of 100m, 75m and 50m respectively.

Access analysis

Driveway design

Not required during the Traffic Impact Assessment Stage.

Accesses throat lengths

Not required during the Traffic Impact Assessment Stage.

Sight distance requirements

Sight distance calculations: Sub-development A – Access Y

Movement No. of lanes Left turn 1 Straight through 3

i. Left turn movement ii. Straight through movement


Access position

9.1.1. Proposed site access position

- Sub-development A: 2 intersections are proposed off R30 to provide access. The

intersections are denoted as Y and Z on figure 2 below.

- Sub-development B and C: intersection is proposed off R30 to provided access to

these two sub-developments. The intersection is denoted as X on figure 2 below.

- Sub-development D: This development shall obtain access of an existing

Letsibaba Street.

9.1.2. Impact of site access on adjacent properties

- All the sites access does not affect the neighbourhood accesses.

Recommended access layout and control from the road

From above summary of intersection analysis results, it is recommended that all-way stop

control be provided to better the operating conditions for the site access.


Figure 2 : Existing Intersections and Proposed access positions


Road Widening, PWV Network and Servitudes

Road widening & PWV Network

a. Municipal Roads: No widening required. b. Provincial Roads: Site is not affected. c. SANRAL Roads: Site is not affected. See Annexure F for PWV Road Network.

Servitudes

- Internal road servitudes in accordance of the road classes shall be registered to the

satisfaction of the municipality. - External and internal splays to be registered to the satisfaction of SANRAL and

Municipality respectively. - Servitudes for road connection network to the neighboughing properties shall be

registered to the satisfaction of the Municipality.

Public transport assessment

In terms of the National Land Transport Act (NLTA) (Act No 5 of 2009) Section 35,

assessment of public transport should be included in the traffic impact assessments.

The following comments are relevant in respect to the public transport availability at

the proposed development.

a. Public transport

- R30 Road is a transit road comprising of mini-buses (taxis) and buses.

- It is proposed that the one stand zoned Municipal in Sub-development C shall be

allocated to taxis as a small taxi holding and rank. This taxi rank shall have

dedicated route within Sub-developments B and C.

- The site shall therefore be well serviced by Public Transport.

b. Non-motorized transport

- A 1,5m paved side-walk is therefore proposed to be constructed on the internal roads in accordance with the Municipal standards at the properties frontage to cater for NMT.


Parking requirements

- There is a conceptual Site Development Plan prepared which is not yet finalized, however, the parking shall be provided internally as per the town-planning scheme.

Summary and Recommendations

In summary:

- This TIA report is prepared to support a Township establishment in Ventersdorp

area, situated at the intersection of N14/R30. - The methodology of approaching this development TIA was sub-dividing

development into four sub-developments i.e A, B, C and D situated at NE, SE, SW and SE of N14/R30 intersection respectively.

- Land use township application is in cicrulation seeking an approval of the following rigths on sub-developments:

Land Use Measure Sub-development

A B C D

Residential 1 Houses No. Units 686 440 1530 - Residential 2 Houses ha 6.87 - - 6.74 Industrial ha - 7.64 - - Municipal ha 0.99 2.28 5.02 - Business ha 2.96 2.51 5.44 - Pre-school ha 0.6 - 0.84 - Primary school ha 3.08 - 3.0 - Secondary school ha - - 5.12 - Institutional (College) ha - 14.79 - - Public Spaces ha Vary Vary Vary -

Land Use Measure for Trips

Sub-development

A B C D

Residential 1 Houses No. Units 686 440 1530 - Residential 2 Houses No. of Units 172 - - 169 Industrial FA (m2) - 22900 - - Municipal To be determined - - - - Business FA (m2) 14800 12550 27200 - Pre-school No. Students 200 - 200 - Primary school No. Students 500 - 500 - Secondary school No. Students - - 500 - Institutional (College) No. Students - 1000 - - Public Spaces N/A - - - -

Peak Hour Trips

Land Use Sub-dev A Sub-dev B Sub-dev C Sub-dev D

AM Midday PM AM Midday PM AM Midday PM AM Midday PM

Residential 1 329 - 329 204 - 204 708 - 708 - - - Residential 2 69 - 69 - - - - - - 75 - 75 Industrial - - - 103 - 103 - - -


Municipal - - - - - - - - - - - - Business 130 - 130 114 - 114 256 - 256 - - - Pre-school 70 25 56 - - - 70 25 56 - - - Primary school 173 71 61 - - - 173 71 61 - - - Secondary school - - - - - - - - - - - - College - - - 79 99 79 - - - - - - Public Spaces - - - - - - - - - - - -

- Traffic counts were conducted at the following intersections: N14/R30 R30/Yssel Str R30/De Beer Str Locattie Str/Yssel Str Phuthaditshaba Str/Letsibaba

- AM and PM peak hours were determined to be 6:45 – 7:45 and 16:30 – 17:30 respectively.

- PHF of 0.92 and 4% traffic growth rate were applied for analysis of intersections. - Auto J micro-analysis program was used to analyze the intersections. - Intersection analysis results:

Intersection Description 2018 2018+Dev 2023 2023+Dev

A N14/R30 Operates at acceptable LOS

Operates at acceptable LOS



B R30/Loccattie Str





C R30/De Beer Str Operates at acceptable LOS




D Locattie/Yssel Operates at acceptable LOS




E Phuthaditshaba /Letsibaba





X Sub-dev B & C/R30





Y Sub-dev A/R30 Operates at acceptable LOS




Z Sub-dev A/R30 Operates at acceptable LOS




- Public transport is available along R30 Road which is adjacent to the sub-

developments. A taxi holding and rank shall also be provided at one stand zoned Municipal.

- Servitudes to be provided to the satisfaction of the Municipality. - Splays to be provided to the satisfaction of SANRAL and Municipality.


It is therefore recommented that:

a. Upgrades by the developer

i. Site access

→ Sub-development A to obtain 2 intersections off R30 that will provide access to

site. First to be situated at approximately 600m to the north of the intersection of R30/N14, the second access to be at approximately 700m from the first intersection. Access to be as per the SANRAL speciication.

→ Sub-development B and C to obtain one intersection off R30 that will provide access to both developments. The access to be situated at approximately 800m to the south of the intersection of R30/N14. Access to be as per SANRAL specification.

→ Sub-development D to obtain access off Letsibaba street. ii. Non-motorised transport → A 1,5m paved side-walk to be constructed within the internal property roads on

the properties frontage to cater for NMT.


Conclusion

Based on the contents and findings contained in this report, it is recommended that the

authority approves the recommendations in this report, pertaining to the Development.

Should there be any further information required, please feel free to contact us as soon as possible.

References:

Principles of Highway Engineering and Traffic Analysis by FL Mannering, WP Kilareski and SS Washburn

Guidelines for Human Settlement Planning and Design by CSIR Guidelines for access to private developments by JC de Vries South African Trip Data Manual - TMH 17, Version 1.01, September 2013 by Committee

of Transport Officials (COTO) South African Traffic Impact and Site Traffic Assessment Standards and Requirements

Manual, August 2012, by COTO Technical Guidelines and Criteria for Enclosed Neighbourhoods, June 2007

National Land Transport Act – Act No 5 of 2009 Section 35

Annexure A - List of Figures (Volumes)

N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

5%

5% 25% 5%

15%35%

10% 5%

5%

5%

5

5%

5%

5%

3

0%

1

0%

5%

5%

5%

25%35%

5%

5%55%

5%15%30%

5%

5%

5% 10%

5%

15%

5%

20%

5% 20%

5%

15%

5%

5%

15%

15%

N14 Development (Ventersdorp) Figure 3A1

Turning Volumes (vph)

LEGEND

10% - AM & PM Development Assignment

Sub-Development A - Residential Trip Assignment

N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

10%

5% 20% 5%

25%30%

5% 45%

5%

5%

1

5%

5%

5%

2

5%

5

%

10%

10%

5%

20%30%

5%

45% 15%

45%15%25%

5%

5%

5% 5% 5%

25%

5%

15%

5% 15%

5%

15%

45%

10%

15%

15%



LEGEND


Sub-Development A - Business Trip Assignment

N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

10%

0% 20% 0%

25%20%

0% 0%

5%

5%

4

5%

0%

0%

3

5%

5

%

10%

10%

5%

20%20%

5%

0% 45%

20%35%

0%

20%

5% 5% 20%

25%

0%

30%

5% 30%

0%

20%

0%

10%

20%

20%



LEGEND


Sub-Development A - Schools Trip Assignment

N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

(16) 6

(7) 17 (34) 86 (7) 17

(21) 52(43) 120(14) 34 (7) 17

(16) 6

(16) 6

(7

6) 1

89

(

16) 6

(

16) 6

(96)

34

(3

2) 1

1

(7

) 17

(7

) 17

(7

) 17

28 (80)40 (112)

6 (16)

6 (16)63 (176)

17 (7)52 (21)103 (41)

5 (16)

6 (16)

17 (7

) 3

4 (1

4) 1

7 (7

)

17

(48)

6 (1

6)

(64

) 23

17

(7)

69

(28)

17

(7)

(48) 17

6 (1

6)

6 (1

6)

(2

1) 5

2

(48) 17


Sub-Development A - Residential Trips


LEGEND

10 - AM Peak Hour Development Trips(10) - PM Peak Hour Development Trips

N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

(3) 11

(5) 1 (21) 4 (5) 1

(26) 5(31) 6 (5) 1 (47) 9

(1) 6

(1) 5

(17)

4

1 (5

)

(1) 5

(6) 2

8

(2

) 6

(1

0) 2

(1

0) 2

(

6) 1

22 (5)33 (8)

6 (1)

50 (11) 16 (4)

9 (47) 3 (16) 5 (26)

6 (1)

5 (1)

1 (5

)1

(6)

1 (5

)

28 (7

)

6 (2

)

(4

) 16

1 (5

) 3

(16)

1 (5

)

(4) 16

50

(11)

11 (3

)

(

16) 3

(4) 16


Sub-Development A - Business Trips


LEGEND


N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

(9) 20

0 (18) 40 0

(22) 49 (18) 40 0 0

(4) 9

(4) 10

(40)

89

0

0

(31)

70

(

5) 1

0

(

9) 2

0

(9)

19

(

4) 1

0

40 (18)40 (18)

10 (4)

0 90 (40)

40 (18) 70 (31)

1 (1)

40 (17) 1

0 (4

) 1

0 (4

) 3

9 (1

8)

50

(22)

0

(2

6) 6

0

10 (4

)59

(26)

0

(18) 40

0

20 (9

)

(1

8) 4

0

(18) 40


Sub-Development A - Schools Trips


LEGEND


N14

Sub-dev D

R30

Sub-dev A

Sub-dev BSub-dev C

D

Locc

atie

De

Bee

r

Phuthaditshaba

Lets

ibab

a

Yssel

R30BZ C

Y

A

X

E

(28) 37

(12) 18(73) 130(12) 18

(69) 106 (92) 166 (19) 35 (54) 26

(21) 21

(21) 21

(28

2) 1

33

(1

7) 1

1

(1

7) 1

1

(13

3) 1

32

(39)

27

(26

) 39

(26

) 38

(17

) 28

90 (103)113 (138)

22 (21)

56 (27) 169 (220)

26 (54) 95 (55) 178 (98)

12 (18)

51 (34)

28

(16)

45

(24)

57

(30)

95

(77)

12

(18)

(9

4) 9

9

28

(16)

131

(70)

18

(12)

(70) 73

27

(56)

37 (2

8)

(5

5) 6

8

(70) 73

N14 Development (Ventersdorp) Figure 4AO

Sub-Development A - Overall Trips


LEGEND


Annexure B - Trip Generation Rates

Percentage reduction for developments in areas with

Mixed-use Low vehicle Very Low Transit nodes

Land Use Size Units Development Ownership Ownership or Corridors

100 Industrial

110 Service Industry 100 sqm GLA 5% 20% 30% 15%

120 Heavy industry/manufacturing 100 sqm GLA 5% 20% 30% 15%

121 Mining 1 Employees 5% 20% 30% 15%

130 Industrial Area (Park) 100 sqm GLA 5% 20% 30% 15%

140 Manufacturing 100 sqm GLA 5% 20% 30% 15%

150 Warehousing and Distribution 100 sqm GLA 5% 20% 30% 15%

151 Mini-Warehousing 100 sqm GLA 5% 20% 30% 15%

200 Residential

210 Single Dwelling Units 1 D/Unit 10% 40% 70% 15%

220 Apartments and Flats 1 D/Unit 15% 30% 50% 15%

225 Student Apartments and Flats 1 D/Unit 25% 50% 80% 15%

231 Townhouses (Simplexes and Duplexes) 1 D/Unit 15% 30% 50% 15%

232 Multi-Level Townhouses 1 D/Unit 15% 30% 50% 15%

251 Retirement Village 1 D/Unit 5% 50% 80% 15%

254 Old-Age Home 1 D/Unit 5% 50% 80% 15%

260 Recreational Homes 1 D/Unit 10% 20% 30% 15%

300 Lodging

310 Hotel, Residential 1 Room 20% 20% 30% 15%

330 Hotel, Resort 1 Room 20% 20% 30% 15%

350 Guest House 1 Room 20% 30% 50% 15%

400 Recreational and Sport

430 Golf Course 1 Course 5% 0% 0% 0%

473 Casino 100 sqm GLA 5% 20% 30% 15%

480 Amusement Park 1 ha 5% 30% 50% 15%

488 Sport Stadium 1000 Seat 5% 30% 50% 15%

492 Health and Fitness Centre 100 sqm GLA 15% 20% 30% 15%

500 Institutional

520 Public Primary School 1 Student 30% 50% 80% 15%

530 Public Secondary School 1 Student 30% 50% 80% 15%

536 Private School 1 Student 30% 50% 80% 15%

550 University / College 1 Student 20% 40% 60% 15%

560 Places of Public Worship (Weekend) 1 Seat 10% 50% 80% 15%

561 Places of Public Worship (Weekday) 1 Seat 10% 50% 80% 15%

565 Pre-School (Day Care Centre) 1 Student 5% 50% 80% 15%

566 Cemetery 1 Ha 0% 30% 50% 15%

600 Medical

611 Public Hospital 1 Bed 0% 50% 80% 15%

612 Private Hospital 100 sqm GLA 0% 20% 30% 15%

620 Nursing Home 1 Bed 0% 50% 80% 15%

630 Medical Clinic 100 sqm GLA 0% 50% 80% 15%

700 Office

710 Offices 100 sqm GLA 20% 20% 30% 15%

713 Home offices and undertakings 1 House 10% 20% 30% 15%

720 Medical consulting rooms 100 sqm GLA 10% 30% 50% 15%

770 Business Centre (Park) 100 sqm GLA 15% 20% 30% 15%

780 Conference Centre 1 Seat 10% 20% 30% 10%

Table 3.2: Trip Generation Adjustment Factors

800 Retail

812 Building Materials 100 sqm GLA 10% 30% 50% 15%

816 Hardware and Paint Store 100 sqm GLA 10% 30% 50% 15%

817 Nursery (Garden Centre) 101 sqm GLA 10% 30% 50% 15%

820 Shopping Centre 100 sqm GLA 10% 30% 60% 15%

830 Bulk Trade Centre 100 sqm GLA 10% 30% 60% 15%

841 Motor Dealership 100 sqm GLA 5% 20% 30% 15%

860 Wholesale Market (Fresh produce) 100 sqm GLA 0% 0% 0% 5%

890 Furniture Store 100 sqm GLA 5% 30% 50% 15%

900 Services

931 Restaurant, Quality (Sit-down) 100 sqm GLA 10% 10% 15% 15%

932 Restaurant, Family (Sit-down) 100 sqm GLA 10% 30% 50% 15%

933 Fast Food 100 sqm GLA 10% 40% 60% 15%

946 Filling Station 1 Station 0% 0% 0% 0%

950 Vehicle Fitment Centre 100 sqm GLA 0% 0% 0% 0%

Size Adjustment Factor

1+A/(1+sqm Size/B)

110 Service Industry 100 sqm GLA

Description AM Peak PM Peak Friday PM Midday Evening Saturday Sunday Factor A Factor B

Trip Rate 0.90 0.90 0.90 0.15

% Heavy

In/Out 75:25 25:75 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

120 Heavy industry/manufacturing 100 sqm GLA


Trip Rate 0.50 0.70

% Heavy

In/Out 75:25 25:75

PHF Dev

PHF Street

Veh Occupancy 1.80

% Pass-by

% Diverted

121 Mining 1 Employees


Trip Rate

% Heavy

In/Out

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

130 Industrial Area (Park) 100 sqm GLA


Trip Rate 0.80 0.80 0.40

% Heavy

In/Out 70:30 25:75 30:70

PHF Dev

PHF Street

Veh Occupancy 1.80

% Pass-by

% Diverted

140 Manufacturing 100 sqm GLA


Trip Rate 0.60 0.60 0.30

% Heavy

In/Out 80:20 20:80

PHF Dev

PHF Street

Veh Occupancy 1.50 1.50

% Pass-by

% Diverted

Table 3.3: Peak-hour Trip Generation Rates and Parameters

150 Warehousing and Distribution 100 sqm GLA


Trip Rate 0.50 0.50 0.15

% Heavy

In/Out 60:40 45:55 65:35

PHF Dev

PHF Street


% Pass-by

% Diverted

151 Mini-Warehousing 100 sqm GLA


Trip Rate 0.15 0.25 0.40 0.30

% Heavy

In/Out 60:40 50:50 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

210 Single Dwelling Units 1 D/Unit


Trip Rate 1.00 1.00 0.50 0.50

% Heavy

In/Out 25:75 70:30 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

220 Apartments and Flats 1 D/Unit


Trip Rate 0.65 0.65 0.35 0.35

% Heavy

In/Out 25:75 70:30 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

225 Student Apartments and Flats 1 D/Unit


Trip Rate 0.20 0.30 0.15 0.15

% Heavy

In/Out 25:75 65:35 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

231 Townhouses (Simplexes and Duplexes) 1 D/Unit


Trip Rate 0.85 0.85 0.45 0.45

% Heavy

In/Out 25:75 70:30 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

520 Public Primary School 1 Student


Trip Rate 0.85 0.30 0.35

% Heavy

In/Out 50:50 50:50 45:55

PHF Dev 0.55 0.55

PHF Street


% Pass-by

% Diverted

530 Public Secondary School 1 Student


Trip Rate 0.75 0.25 0.35

% Heavy

In/Out 50:50 50:50 45:55

PHF Dev 0.55 0.55

PHF Street


% Pass-by

% Diverted

536 Private School 1 Student


Trip Rate 0.80 0.30 0.35

% Heavy

In/Out 50:50 50:50 50:50

PHF Dev 0.55 0.55

PHF Street


% Pass-by

% Diverted

550 University / College 1 Student


Trip Rate 0.20 0.20 0.25

% Heavy

In/Out 80:20 30:70 30:70

PHF Dev 0.65 0.65

PHF Street

Veh Occupancy

% Pass-by

% Diverted

560 Places of Public Worship (Weekend) 1 Seat


Trip Rate 0.05 0.05 0.65

% Heavy

In/Out 55:45 50:50 55:45

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

561 Places of Public Worship (Weekday) 1 Seat


Trip Rate 0.05 0.05

% Heavy

In/Out 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

710 Offices 100 sqm GLA


Trip Rate 2.10 2.10 0.45 0.15

% Heavy

In/Out 85:15 20:80 55:45 55:45

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

713 Home offices and undertakings 1 House


Trip Rate 6.50 6.50 7.00

% Heavy

In/Out 85:15 15:85 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

720 Medical consulting rooms 100 sqm GLA


Trip Rate 8.00 8.00 8.00 3.90 0.45

% Heavy

In/Out 55:45 45:55 45:55 60:40 50:50

PHF Dev

PHF Street


% Pass-by

% Diverted

770 Business Centre (Park) 100 sqm GLA


Trip Rate 1.50 1.50

% Heavy

In/Out 85:15 20:80

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

780 Conference Centre 1 Seat


Trip Rate 0.50

% Heavy

In/Out 90:10

PHF Dev 0.75

PHF Street

Veh Occupancy 1.50

% Pass-by

% Diverted

812 Building Materials 100 sqm GLA


Trip Rate 2.80 5.50 11.00 5.00

% Heavy

In/Out 65:35 45:55 50:50 50:50

PHF Dev

PHF Street

Veh Occupancy

% Pass-by

% Diverted

Annexure E - Land Use Application

i | P a g e

INCEPTION AND DATA COLLECTION REPORT: PROPOSED

N14 TOWNSHIP ESTABLISHMENT(RFP/NW/2017/007).

DATE: 10 NOVEMBER 2017

ii | P a g e

Table of Contents

1.INTRODUCTION ........................................................................................................................... 1

1.1. National Objectives of Sustainable Human Settlement Developments ............................. 1

2.STUDY AREA IN CONTEXT ........................................................................................................... 2

3.LOCALITY ...................................................................................................................................... 2

4.PROPOSED IMPLEMENTATION PROGRAMME ........................................................................... 5

4.1. Detailed Programme with actual timelines ...................................................................... 7

5.DATA SO FAR COLLECTED .......................................................................................................... 12

5.1. Town Planning Information .......................................................................................... 12

5.1.1.Information Gaps ................................................................................................................. 12

5.2. Site Visit with Municipal Officials ............................................................................... 13

5.3. Environmental Information ...................................................................................... 13

5.3.1.Site Visit Observations ......................................................................................................... 14

5.4. Topographical Survey .................................................................................................. 15

5.5. Engineering Services .................................................................................................... 15

5.5.1.Scope .................................................................................................................................... 15

5.5.2. Topography and Drainage ................................................................................................... 16

5.5.3.Storm Water Management Objectives ................................................................................ 16

5.5.4. Storm water Management Control Measures .................................................................... 18

5.5.5.Geological overview ............................................................................................................. 18

5.6. Bulk Engineering Services ............................................................................................. 18

5.6.1.Water Supply ....................................................................................................................... 19

5.6.2.Sanitation ............................................................................................................................. 19

5.6.3.Electrical supply ................................................................................................................... 19

5.6.4.Road Infrastructure .............................................................................................................. 20

5.6.5.Waste Disposal ..................................................................................................................... 21

5.6.6.Overall Status Quo Assessment ........................................................................................... 21

6. REFERENCES .............................................................................................................................. 22

1 | P a g e

1. INTRODUCTION

The Housing Development Agency(“HDA”) has, on 27 September 2017 appointed

Mamphele Development Planners CC (“MDP”) to carry out a detailed Township

establishment for the creation of an Integrated and Sustainable Human Settlement on the

farms: Elandskuil No. 205 IP and Elandskuil No. 206, IP, North-West Province within the JB

Marks Local Municipality in Ventersdorp.

This report serves as the Inception Plan according to which the contract is to be

implemented. The report is structured in line with the stated project activities and

deliverables as set out in the Terms of Reference and it is not necessary in our view to

repeat them in this paragraph, save to indicate that the sequence of this Inception Report

is a product of the project proposal as submitted to the HDA by MDP.

This appointment has been followed by a Service Level Agreement duly signed on 04

October 2017 by the parties to this agreement.

1.1. National Objectives of Sustainable Human Settlement Developments.

The National goals of Sustainable Human Settlements are generally covered by the Breaking

New Ground Policy call on Human Settlements Developers to:

Accelerate delivery of housing within the context of sustainable human

settlements;

Provide Integrated housing within human settlements’ inclusionary approach;

Provide quality housing to turn homes into assets;

Create a single, efficient formal housing market;

Abolish apartheid spatial planning thereby, restructuring and integrating human

Settlements; and

Incorporating environmental protection as part of the integrated Human

Settlement development;

2 | P a g e

2. STUDY AREA IN CONTEXT

The urban area within the Local Municipality, collectively known as Ventersdorp, comprises

the suburbs Ventersdorp, Tshing and Toevlug. There are six rural villages located within

Ventersdorp Local Municipality, as set out below:

Goedgevonden

Situated 23km north east of Ventersdorp, within ward 5

Welgevonden

Situated 17km north-north east of Ventersdorp, within ward 3

Tsêtsê

Situated 15km north of Ventersdorp, within ward 3

Ga-Mogopa

Situated 23km north-north east of Ventersdorp, within ward 3

Boikhutso

Situated 10km north of Ventersdorp, within ward 3

Boikhutsong

Situated 17km north east of Ventersdorp, within ward 5

The municipality is home to almost 48,981 people of which 60% is urbanized (Ventersdorp)

and 40% rural. Approximately 94% of Ventersdorp Local Municipality is classified as

agricultural land (cultivated and uncultivated) which reflects the rural nature and character

of Ventersdorp Local Municipality

3. LOCALITY

Ventersdorp Local Municipality is situated in the eastern part of the North West Province.

It is one of the four local municipalities in Dr Kenneth Kaunda District Municipality. Situated

towards the north of Dr Kenneth Kaunda District Municipality, Ventersdorp borders onto

Gauteng Province towards the east, Bojanala District Municipality towards the north and

Ngaka Modiri Molema District Municipality towards the west.

The respective farm portions are briefly described below:

3 | P a g e

Remaining Extent of the farm Elandskuil 206 IP

This portion measures 83,0076 Hectares and is held under Title Deed No:

T14359/1986.

This portion is also located on the south-western outskirts of Ventersdorp, north east

of the N14 and R30 intersection.

The portion remains mostly unoccupied with the exception of the north eastern edge

which is occupied by informal dwellers

and the north western edge which is occupied by a quarry.

Unregistered Portion 3 of the farm Elandskuil 205 IP

This portion measures 143,7769 Hectares and is held under Title Deed No:

T98541/1997.

The total area of both portions of land is 257.484 hectares.

4 | P a g e

Figure 1: Locality of Land Portions

Tshing Township

Portion 205 IP

Portion 206 IP

Elandskuil Dam

Township

Skoonspruit River

5 | P a g e

4. PROPOSED IMPLEMENTATION PROGRAMME

In order for the project to be implemented within reasonable time frames, the following

Implementation Programme is proposed for adoption by the Client.

It needs to be noted though while we will take every reasonable effort to ensure that the

Project is delivered within the stipulated timeframe, a greater

proportion of the implementation time will be taken by the respective approving authorities

which too often do not consider these kinds of applications within

the statutory time frames. Our role in this regard will be a continuous persuasion of these

approving authorities for speedy approvals.

6 | P a g e

Road Project Timeline for the proposed Re/Elandskuil 205 and 206-IP Township Establishment:

Activities Month 1-4 Month

5-8

Month 9-

12 Month 13-14

Inception (stage 0)

a).Topographical Survey

b). Environmental Impact Assessment Report &

RoD

c). Civil Engineering Services Reports &

Floodline

d). Geotechnical Report

e). Township Establishment application &

circulation

f). Township approval process

g). GP Generation, pegging & approval

Duration of 6 Months over a 14 Months period

Total Duration of 7 months of the 16 Months period

Duration of 5 weeks over the 4 Months period

Duration of 2 weeks over a 14 months period

Duration of 2 months over a 16 months period


Duration of 5months over a 14 months period

Duration of 4 Months over a 14 Months period

Duration of 4 Weeks over a 14 Months period

Duration of 7 Weeks over a 14 Months period


7 | P a g e

h).Opening of Township Register

i). Township Proclamation

j). Project Management

Key milestone dates with reports at end of workstream

4.1. Detailed Programme with actual timelines.

Proposed Township Establishment: Remainder of Elandskuil 206 & Ptn 3/205, IP JB Marks Municipality, North-West Province.

No Items/Activities TIME FRAME( MONTHS): BASE MONTH: OCTOBER 2017

OCT-2017

NOV DEC JAN-,18 FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV

A: INCEPTION REPORT

02-Oct to 13-

Oct/17

1 . Estimated Timeframes,

2 Initial Stakeholder engagement;

3 Site visits;

4 Final determination of the study area and

5 Signing of the Service Level Agreement



Continuous for 14 Months for the rest of the Project duration

8 | P a g e

6 B: TOWN PLANNING

7 1.Stakeholder Management

8 1.1. Client liaison/Mun/Community

9 1.2. attend Project meetings

10 1.3. Prepare &submit progress reports

11 2. Data collection

02-Oct to 13-

Oct/17

12 2.1. Gather cadastral information

13 2.2.Obtain title deed and verify any restrictive conditions

14 2.3.Obtain Land Claims information( if any)

15 2.4.Obtain SDF & IDP Information in relation to the subject property

16 2.5. Site visits

17 3. Prepare detailed Layout Plan

18 3.1.Design layout plan

19 3.2.Digitise layout plan on GIS & Autocad

20 4.Prepare Detailed Township Application

21 4.1.Prepare Motivation Memo

22 4.2.Prepare Conditions of Establishment

23 4.3.Prepare Advert Notices

24 4.4. Lodge & circulate application

25 4.5.Respond to comments

9 | P a g e

26 4.6.follow-up on application

27 4.7.Facilitate approval of appl.

28 4.8.Final Cond of estblishment

29 4.9. Township Approval

27 C: LAND SURVEYING

28 1.1. Base Mapping and Contour Survey generation

09-Oct to 18/Oct/17

29 1.2. Generation of the SG Diagram & digitisation

30 1.3. Pegging of the township Layout after approval of SG Diagram

31 1.4. Approval of the SG Diagram & SG Examination Fees

32 D: ENGINEERING SERVICES

33 1.1. Determine Flood line Frequency on 1:100 year

34 1.2. Prepare and submit Outline Scheme Reports( all eng. services)

35 1.3. Prepare detailed costing for Engineering Services

36 E: ENVIRONMENTAL IMPACT ASSESSMENT

37 1.1. Data collection & Field Survey: Scoping Phase

38 1.2. Registration &

verification of I & Aps

39 1.3. Draft Report writing

40 1.4. Public Participatiuon process

41 1.5. Submission of final

Scoping Report to DEDECT

10 | P a g e

42 1.6. Approval of Scoping

Report by DEDECT

43 1.7. Preparation and

submission of Final EIR report

44 1.8. Approval of EIR ( RoD

obtained from DEDECT)

45 1.9. Conduct all Specialist

Studies required

46 F: CONVEYANCING & LEGAL

47 1.1. Prepare a

Conveyancer's Certificate & Title Conditions

48 1.2. Verify Conditions of

Establishment for legality

49 1.3. Prepare Section 53

Documents for Deeds Office

50 G: TRAFFIC IMPACT STUDY

51 1.1.Existing traffic flows and patterns

52 1.2. Background Traffic Flows

53 1.3. Trip Generation Analysis

54 1.4. Trip distribution analysis

55 1.5. Report writing & presentation

56

H: GEOTECHNICAL INVESTIGATION ( IN LINE WITH NDPG GUIDELINES)

57 1.1.Conduct desktop studies

58 1.2. TLB hire and test pitting

59 1.3. GFSH-2, Phase 1 Fieldwork and excavation of test pits

60 1.4. Data analysis, cartography and interpretation

11 | P a g e

61 1.5. Laboratory testing of soil conditions

62 1.6. Reporting and recommendations

63 I: TOWNSHIP PROCLAMATION

64 1.1. Opening of Township Register

65 1.2. Township Proclamation

12 | P a g e

5. DATA SO FAR COLLECTED

5.1. TOWN PLANNING INFORMATION

The Township Establishment process will start with data collection. The following information

has so far been collected:

Cadastral information on the subject property

Obtained title deeds and will later assess any restrictive conditions (if any) for the

subject property;

Obtain strategic planning and related documents. These documents have so far been obtained

from the Municipality:

The Ventersdorp Municipal Integrated Development Plan (IDP) 2016-2017

Spatial Development Framework (SDF) 2010

Draft Local Economic Development (LED) Strategy 2015

Draft Housing Sector Plan (HSP) 2014

Dr Kenneth Kaunda District Municipality IDP and sector plans

National Spatial Development Plan (NSDP)

Provincial Growth and Development Strategy (PGDS)

These documents are currently being reviewed and analyzed in order to establish the

development vision and planning principles for the Study Area.

The review and analysis of the documents will also assist with both vertical and horizontal

alignment.

5.1.1. INFORMATION GAPS

It is important to indicate that, Ventersdorp Local Municipality was disestablished and merged

with Tlokwe City Council Local Municipality to establish

JB Marks Local Municipality on 3 August 2016. Most of the information available is historical

in nature and relates to the municipality before being disestablished.

As a result of the disestablishment, a number of key strategic documents are in a draft form

and have not yet been approved by council as official documents.

Other documents are outdated and need to be reviewed as per the applicable legislation.

The following information gaps were identified during this initial data collection stage:

https://municipalities.co.za/locals/view/194/Tlokwe-City-Council-Local-Municipality

https://municipalities.co.za/locals/view/246/JB-Marks-Local-Municipality

13 | P a g e

1. Socio Economic study/ Market assessment will be required as it will inform the housing

product type, affordability and percentage allocations.

2. The municipality has the waiting list which is not used as it is considered unsatisfactory

as a result, the extend of housing demand/ backlog cannot be established.

3. The alternative to establishing demand is use the Provincial Demand Data Base which

must be informed by the municipal waiting lists

4. The Informal Settlements Upgrading Programme (ISUP) report was compiled in 2008,

this report provides an overview of informal settlements identified within Ventersdorp.

Informal settlements have direct bearing on the provision of housing

5. SDF was last approved in 2010, and should have been reviewed after five years as

required by the Municipal Systems Act (No. 32 of 2000) as it forms a significant part of

key strategic documents for the municipality

6. Housing Sector Plan 2014 is still in a draft format, therefore, there appears to be no

approved Housing Sector Plan in place;

7. The LED Strategy is also still in a draft form.

5.2. SITE VISIT WITH MUNICIPAL OFFICIALS

A preliminary meeting with both Municipal and HDA officials took place in Potchefstroom on

the 10th October 2017 in order to introduce our Team to the municipality. After the meeting a

site visit and walk about with the entire project team and municipal officials followed on

Monday, the 16th October 2017 in Ventersdorp.

5.3. ENVIRONMENTAL INFORMATION

The focus of attention for this part of the project will be on the following, namely:

undertake the flora & fauna assessments,

undertake the Wetland/ riparian delineation & functional assessment merged with the

Soils & Agricultural Potential, so as to provide high level input into the Wetland

Sensitivity and Extent w.r.t the project site, with the aim to determine no-go areas and

sensitive landscape elements, and

undertake a heritage impact assessment,

14 | P a g e

lastly, expedite the socio-economic survey, in order to develop the following: Socio-

Economic Profile & the Socio-economic Needs Assessment

5.3.1. SITE VISIT OBSERVATIONS(ENVIRONMENTAL)

The following observations were made during our site visit as at week of 16 to 22 October

2017

It can be noted that we are aware that Venterdorp has been plagued with service delivery

protests, included in there is a cry for housing provision by the community. In order to address

the matter, note Council earmarked land parcels under its auspices for housing development.

It is unfortunate, that council did not provide us with alternative farmland parcels that had

lain as not ploughed for consideration. Nonetheless, from an ecological point of view, it can

be noted that there are site sensitivities flagged hereunder with regards to the earmarked

project sites and the Client is given a heads up that buffering will endeavour to bring resolve,

that goes for heritage as well.

Key environmental features discerned on site:

a watercourse that meanders gently through the middle wherein the two farms meet (see

outline figures on the google image). Another gently winding channel can be seen east of

the Remainder of the farm Elandskuil 206-IP. All sensitive sites will be rehabilitated and

be zoned Public Open Space.

there are graves close to the north-western boundary of the Remainder of the farm

Elandskuil 205-IP. In terms of town planning they will not be disturbed as it has been

planned that they be demarcated & zoned public open space for usage by family members

of those buried (NB: - usage will be limited to allow visits to graves, paying homage &

cleaning thereof). Whereas, to the north of the Remainder of the farm Elandskuil 206-IP,

there is JB Marks Memorial site (consisting of his inscribed granite plate, grave & statue),

after whom the new Vendersdorp municipality name has been officially changed. Thus as

a further consideration from a Heritage point of view they will be buffered accordingly.

Tshing township lies immediately to the north of the development site.

Arterial routes depicted is the N14 to & from Krugersdorp & Lichtenburg bearing in

an east west direction, whereas going from north to south (i.e. from small town Derby

through Ventersdorp town to Klerksdorp is the Provincial road the R30).

15 | P a g e

South, South East of RE/ 205 is Railway Line, Shell Garage & Transnet Freight

Rail Groynes

5.4. TOPOGRAPHICAL SURVEY

A topographical survey on the subject property was conducted during October 2017 with the

following geodetic Survey details:

COORD-REF STATION: TRIG BCN

BASE STATION 254

XY SYSTEM: WG27

Z DATUM: MSL

CONTOUR INTERVAL :0,50m

SCALE 1:1000

5.5. ENGINEERING SERVICES

ASSUMPTIONS

This report is prepared with the understanding that the information provided by the JB Marks

Local Municipality’s technical division is correct.

5.5.1. SCOPE

The scope of work for the bulk engineering services investigations conducted can be

summarised as follows:

Provide a topographical and geological overview of the study area;

Investigate the study area(s) storm water drainage;

Investigate the presence and current operational capacity of bulk engineering

services infrastructure in terms of potable water supply, sanitation, electrical supply;

Investigate road access to the study area;

Investigate the presence of solid waste disposal facilities to service the proposed

development;

16 | P a g e

Conduct a study area slope analysis to determine which portion(s) of the study area

are may be undevelopable;

5.5.2. TOPOGRAPHY AND DRAINAGE

The study area has an average height of 1465 meters above sea level and is dominated by

gentle to fair slopes with average gradients of 1.3% on portion 205 IP and 5% on portion 206

IP draining south towards the Skoonspruit River. Due to the study area being dominated by

gentle to fair gradients, storm water drainage problems and or any developmental constraints

associated topographical gradients are not foreseen. However, storm water management

measures should be incorporated into the study areas development to reduce and or eliminate

any potential risks to life and property that may be posed by storm water runoff.

Storm water management objectives and mitigation measures highlighted below may be used

as a guideline in the planning and design stages of proposed development(s) on the study

area.

5.5.3. STORM WATER MANAGEMENT OBJECTIVES

Any proposed developments in the study area may have an impact on the natural storm water

drainage patterns of the study area. Impacts of developments may include an increase in

hardened areas, reduced infiltration areas, loss of vegetation and reduced evapo-transpiration

potential. There may also be an overall increase in the speed of runoff and peak flow rates in

the receiving streams and rivers in and around the study area.

It is thus important that storm water management system(s) form part of the study area’s

development planning process in order to reduce and manage impacts on the water cycle

during and after development. Storm water management system(s) should be planned and

designed in line with municipal storm water management policies and or engineering best

practices. The study area’s storm water management objectives should seek to address the

following objectives:

Control the quality and quantity of storm water runoff;

To protect local and downstream water courses;

Encourage natural ground water recharge;

17 | P a g e

To prevent soil erosion;

To protect all property and life from damage caused by storm water and flooding.

5.5.4. STORM WATER MANAGEMENT CONTROL MEASURES

The following design and construction measures should be adopted as control and mitigation

strategies to address the above-mentioned objectives:

Storm water runoff patterns should be assessed to determine peak flow rates and 1:100 flood

line boundaries of water courses within close proximity of the study area. Outputs from such

assessments will be used as input data required in the detailed design of culverts, channels

and other storm water infrastructure;

Storm water reticulation design and construction of storm water infrastructure should ensure

that overall development of the study area does not increase the rate of storm water flow

above that which the natural ground can safely accommodate at any point in the sub-

catchments;

Sub-surface disposal of storm water should be avoided;

All natural and unlined channels should be inspected for adequate binding of soil to reduce

erosion;

Steeper watercourses (especially in portion 206 IP) should be protected from erosion through

the use of appropriate channel linings or controlled drops to dissipate flow energy. Stone

pitching should also be used to reinforce channel inverts on such slopes;

Landscaping and or re-vegetation of areas not occupied by buildings or paving should be

constructed immediately after building works have been completed, or have reached a stage

where newly established ground cover to all sub-structures is not at risk from the construction

works.

The above-mentioned control measures will go a long way in ensuring the environmental

sustainability of the development whilst also protecting life and property from storm water

damage.

18 | P a g e

5.5.5. GEOLOGICAL OVERVIEW

According to 1:25 000 geological maps supplied by the Council for Geoscience, the study area

is dominantly underlain by amygdaloidal andesite igneous rock types of the Ventersdorp Super

Group.

A near surface geotechnical investigation is currently being conducted on the study area by

ZwaMavu Consultants to evaluate engineering characteristics of soils underlying the study

area. A detailed geotechnical investigation report will be available after the investigation has

been concluded.

5.6. BULK ENGINEERING SERVICES

5.6.1. Water Supply

The Ventersdorp town receives its potable water supply through river extraction of the

Skoonspruit River via a network of canals. The water is then purified at the Ventersdorp Water

Treatment plant and stored in reservoirs.

Potable water supply to the Ventersdorp town, the Tshing Township which is located north

west of the study area and the Moosa Park suburb is via the town’s bulk water reticulation

network while the surrounding farms are supplied by the towns canal network and bore holes.

Even though the study area currently does not have any water supply infrastructure

constructed in it, bulk service connections to service the study area can be made in the

adjacent Tshing Township.

Challenges associated with water supply within the JB Marks Local Municipality are aging

infrastructure, water losses and lack of maintenance. The Department of Water and Sanitation

in partnership with the then Ventersdorp Local Municipality have however recently completed

an upgrade of the Ventersdorp bulk water supply system which included a new 5.7 Mega liter

reservoir, an upgrade of the water treatment plant from 7 Mega liters a day to 14 Mega liters

a day along with a 2.4-kilometer-long raising main from the water treatment plant to the

reservoir. The upgrade has thus increased the town’s reservoir storage capacity to 10.3 Mega

liters and the water treatment plant’s capacity to 14 Mega liters a day.

19 | P a g e

5.6.2. Sanitation

Sewerage disposal in the Ventersdorp town, Tshing Township and Moosa Park suburb is

provided through a water borne sewerage reticulation network with the sewerage treated at

the Ventersdorp Waste Water Treatment Works (WWTW). Sewerage disposal in the

surrounding arms and informal settlements is provided through a combination of septic tanks

and pit toilets.

The current sewerage volume in the system peaks at 2.7 Mega liters a day. The capacity of

WWTW is 3 Mega liters a day. Even though the study area currently does not have any

sewerage infrastructure constructed in it, bulk service connections to service the study area

can be made in the adjacent Tshing Township.

Risks posed to the waterborne sewerage reticulation system in Ventersdorp are the aging

infrastructure along with the lack of funding to adequately maintain and or upgrade the

system.

5.6.3. Electrical Supply

Eskom is the sole bulk electricity supplier to the JB Marks Local Municipality. Residents in the

Ventersdorp town receive power from the municipality while residents in the surrounding

farms and villages are supplied by Eskom.

The current electrical supply to the municipality from Eskom is a total of 20MVA via a network

of high voltage lines. The current municipal load on the grid is 9MVA leaving 11MVA available

to service future developments and to connect villages not currently connected.

There are multiple overhead electrical power lines running through portion 205 IP and along

the R30 thus electrical connections to any new developments in the study area may be made

with relative ease.

Challenges facing the efficiency of the system include illegal connections, vandalism and aging

infrastructure to list a few.

20 | P a g e

Figure 2: Overhead Power Lines at N14 - R30 Intersection

5.6.4. Road Infrastructure

The study area is easily accessible via the N14 which is the main route linking Ventersdorp

with Colingy to the west and Krugersdorp to the east; and via R30 which is the main north-

south route linking Ventersdorp and Klerksdorp. Both access roads are paved and seem to

be well maintained.

Typical traffic on both access roads includes small vehicles for personal use, busses and trucks

transporting agricultural products between towns.

A traffic impact study is currently being conducted by MDP to assess traffic impact the

proposed development will have on the existing infrastructure and propose suitable access

points from the N14 and R30 respectively. A detailed traffic impact study report will be

available once the study has been concluded.

21 | P a g e

Figure 3: Road Access Along R30

5.6.5. Waste Disposal

The JB Marks Local Municipality provides waste collection services to the Ventersdorp town,

Tshing Township and Moosa Suburb serviced currently by one landfill site. Waste collection

services do not extend to residents the surrounding farms, villages and informal settlements.

Some residents in these un-serviced areas currently dispose of their waste in unoccupied

parcels of land which may pose health hazards.

The close proximity of the study area to the Tshing Township will thus enable waste collection

services to easily be extended to service the proposed development.

5.6.6. OVERALL STATUS QUO ASSESSMENT

The availability of key bulk service infrastructure (bulk water, sanitation, electricity and waste

disposal) within the vicinity of the study area and the lack of any visible geological features

that may negatively affect the overall development render the study area feasible for

development.

22 | P a g e

6. REFERENCES

The following documents were used in the investigations in along with personal meetings with

the JB Marks Local Municipality’s engineering services manager Mr. Fani Zoko based in the

Ventersdorp.

Ventersdorp Local Municipality: 2015/ 2016 Final Integrated Development Plan.

Ventersdorp Local Municipality: 2015/ 2016 Annual Report.

Annexure G - Layout Plan

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

2

5

m

S

T

R

E

E

T

2

0

m

S

T

R

E

E

T

2

5

m

S

T

R

E

E

T

25m

S

T

R

E

E

T

20m

S

T

R

E

E

T

2

0

m

S

T

R

E

E

T

1

6

m

S

T

R

E

E

T

16m

ST

RE

ET

1

6

m

S

T

R

E

E

T

1

6

m

S

T

R

E

E

T

2

0

m

S

T

R

E

E

T

2

5

m

S

T

R

E

E

T

2

0

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

6

m

S

T

R

E

E

T

1

6

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

2

5

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

6

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

3

m

S

T

R

E

E

T

1

2

3

4

5

6

8

7

9

10

11

12

13

14

15

16

17

18

19

21

20

24

22

23

26

25

27

51

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

79

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

131

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

155

156

202

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

203

204

205

206

207

208

209

210

211 212

213

214

215

216

340

341

342

343

344

345

346

347

348

349

350

351

352

353

354

355

356

357

358

359

360

361

362

363

364

365

366

367

368

369

371

372373

374

375

376

377

378

379

380

381

382

383

384

385

386

387

388

389

415

414

390

391

392

393

394

395

396

397

398

399

400

401

402

403

404

405

406

407

408

409

410

411

412

413

416

417

418

419

420

421

422

423

424

425

426

427

428

429

430

431

432

433

434

435

436

437

438

439

440

441

442

443

444

445

446

447

448

449

450

451

452

453

454

484

455

456

457

458

459

460

461

462

463

464

465

466

467

468

469

470

471

472

473

474

475

476477

478

479

480

481

482

483

485

486

487

488

489

490

491

492

493

494

495

496

497

498

499

500

501

502

503

504

505

506

507

508

509

510

511

512

513

514

515

516

517

518

519

520

521

522

523

524

525

526

527

528

529

530

531

532

533

534

535

536

537

538

539

540

541

542

543

544

545

546

547

548

549

550

551

552

553

554

555

556

557

558

559

560

561

562

563

564

565

566

590

567

568

569

570

571

572

573

574

575

576

577

578

579

580

581

582

583

584

585

586

587

588

589

591

592

593

594

596

597

598

599

600

601

602

603

604

605

606

607

608

609

610

611

612

613

614

615

616

617

618

619

620

621

622

623

624

625

626

627

628

629

630

631

632

633

634

635

636

637

665

666

667

668

669

670

671

672

673

674

675

676

677

678

679

680

681

682

683

684

685

686

255

256

257

284

283

258

282

260

259281

261

280

279

262

278

263

277

264

276

265

275

266

274

267

273

268272

269

271

270

339

340

341

342

343

344

345

346

347

348

349

350

351

352

353

354

355

356

357

358

359

360

338

337

336

335

334

333

332

331

330

329

328

327

217

218

254

219

253

220

252

221

251

222

250

223

249

224

248

225

247

226

245

228

244

229

243

230

242

231

241

232

240

233

239

234

238

235

237

236

285

286

326

287

325

288

324

289

323

290

322

291

321

292

320

319

318

317

316

315

314

313

312

311

310

309

308

307

306

305

304

303

302

301

300

299

298

297

296

295

294

293

1

1

1

1

1

227

246

638

639

640

641

642

643

644

645

646

647

648

649

650

651

652

653

654

655

656

657

658

659

660

661

662

663

664

370

687

688

689

690

691

692

693

694

695

696

697

698

699

700

701

702

703

704

705

706

707

708

709

710

711

712

713

714

715

716

717

718

719

720

721

722

723

724

725

726

727

728

729

730

731

732

733

734

735

736

737

738

739

740

741

742

743

744

745

746

747

748

749

750

751

752

753

754

755

756

757

758

759

760

761

762

763

764

765

766

767

768

769

770

771

772

773

774

775

776

777

778

779

780

781

782

783

784

785

786

787

788

789

790

791

792

793

794

795

796

797

798

799

800

801

802

803

804

805

806

807

808

809

810

811

812

813

814

815

686

816

817

818

819

820

821

822

823

824

825

826

827

828

829

830

860

831

832

833

834

835

836

837

838

839

840

841

842

843

844845

846

847

848

849

850

851

852

853

854

855

856

857

858

859

861

862

863

864

865

866

867

868

869

870

871

872

873

874

875

876

877

878

879

880

881

882

883

884

891

890

889

888

887

886

885

892

893

894

895

896

897

898

899

900

901

902

903

904

905

906

907

908

930

909

929

910

928

911

927

912926

913

925

914

915

916

917

924

923922

919

920

921

918

981

982

983

984

985

978

979

980

977

976

975

988

987

986

989

974

973

990

991

992

993

994

995

996

997

998

999

967

968

969

970

971

972

931

932

966

933

965

934

964

963

962

961

960

935

936

959

958

957

956

955

954

953

952

951

950

949

948

947

946

945

944

943

942

941

940

939

938

937

1000

1001

1002

1003

1004

1005

1006

1007

1008

1009

1010

1011

1012

1013

1014

1121

1120

1119

1118

1117

1116

1115

1114

1113

1112

1111

1061

1062

1060

1063

1064

1059

1058

1065

1057

1066

1067

1068

1069

1070

1071

1072

1073

1074

1075

1076

1047

1048

1049

1050

1051

1052

1053

1054

1055

1056

1110

1109

1108

1107

1106

1105

1104

1103

1102

1101

1100

1099

1098

1097

1096

1095

1094

1093

1092

1091

1090

1089

1088

1087

1086

1085

1084

1083

1082

1081

1080

1079

1078

1077

1015

1016

1017

1018

1019

1020

1021

1022

1023

1024

1025

1026

1027

1028

1029

1030

1031

1032

1033

1034

1035

1036

1037

1038

1039

1040

1041

1042

1043

1044

1045

1046

1122

1123

1124

1125

1127

1126

1128

1129

1130

1131

1132

1133

1134

1135

1136

1137

1138

1139

1140

1141

1142

1143

1144

1145

1146

1183

1184

1186

1185

1187

1188

1189

1190

1191

1192

1193

1194

1195

1196

1197

1170

1147

1148

1149

1150

1151

1152

1153

1154

1155

1156

1157

1158

1159

1160

1161

1162

1163

1164

1165

1166

1167

1168

1169

1182

1181

1180

1179

1178

1177

1176

1175

1174

1173

1172

1171

1245

1246

1247

1248

1249

1250

1251

1252

1253

1262

1261

1260

1259

1258

1257

1256

1255

1254

1198

1199

1200

1201

1202

1203

1204

1205

1206

1207

1208

1209

1210

1211

1212

1213

1214

1215

1216

1217

1218

1219

1220

1221

1222

1223

1224

1225

1226

1227

1228

1229

1230

1231

1232

1233

1234

1235

1236

1237

1238

1239

1240

1241

1242

1243

1244

1598

1599

1600

1601

1602

1603

1125

1604

1605

1606

1607

1608

1609

1610

1611

1612

1613

1614

1615

1616

1617

1618

1619

1620

1621

1622

1623

1624

1625

1626

1627

1628

1629

1630

1631

1632

1633

1634

1635

1636

1637

1638

1639

1640

1641

1642

1643

1266

1265

1264

1263

1267

1268

1269

1270

1271

1272

1273

1274

1275

1276

1277

1278

1279

1280

1281

1282

1283

1284

1285

1286

1287

1288

1289

1290

1291

1292

1293

1294

1295

1296

1303

1297

1298

1299

1300

1301

1302

1304

1305

1306

1307

1308

1309

1310

1311

1312

1313

1314

1315

1316

1317

1318

1319

1320

1321

1322

1323

1324

1325

1326

1327

1328

1329

1330

1331

1332

1333

1334

1335

1336

1337

1338

1339

1340

1341

1342

1343

1344

1345

1346

1347

1348

1349

1350

1351

1352

1353

1354

1355

1356

1357

1358

1359

1360

1361

1362

1363

1364

1365

1366

1367

1368

1369

1370

1371

1372

1373

1374

1375

1376

1377

1378

1379

1380

1381

1382

1383

1384

1385

1386

1387

1388

1389

1390

1391

1392

1393

1394

1395

1396

1397

1398

1399

1400

1401

1402

1403

1404

1405

1406

1407

1408

1409

1410

1411

1412

1413

1414

1415

1416

1417

1418

1419

1420

1421

1422

1423

1584

1585

1586

1587

1588

1589

1590

1591

1592

1593

1594

1595

1596

1597

1558

1559

1560

1561

1562

1563

1564

1565

1566

1567

1568

1569

1570

1571

1572

1573

1574

1575

1576

1577

1578

1579

1580

1581

1582

1583

1534

1535

1536

1537

1538

1539

1540

1541

1542

1543

1544

1545

1546

1547

1548

1549

1550

1551

1552

1553

1554

1555

1556

1557

1500

1501

1502

1503

1504

1505

1506

1507

1508

1509

1510

1511

1512

1513

1514

1515

1516

1517

1518

1519

1520

1521

1522

1523

1524

1525

1526

1527

1528

1529

1530

1531

1532

1533

1466

1467

1468

1469

1470

1471

1472

1473

1474

1475

1476

1477

1478

1479

1480

1481

1482

1483

1484

1485

1486

1487

1488

1489

1490

1491

1492

1493

1494

1495

1496

1497

1498

1499

1446

1447

1448

1449

1450

1451

1452

1453

1454

1455

1456

1457

1458

1459

1460

1461

1462

1463

1464

1465

1425

1426

1427

1428

1429

1430

1431

1432

1433

1434

1435

1436

1437

1438

1439

1440

1441

1442

1443

1444

1445

1424

1663

1644

1645

1681

1646

1647

1648

1649

1650

1651

1652

1653

1654

1655

1656

1657

1658

1659

1660

1661

1662

1664

1665

1666

1667

1668

1669

1670

1671

1672

1673

1674

1675

1676

1677

1678

1679

1680

1682

1683

1684

1685

1686

1687

1688

1689

1690

1691

1692

1693

1694

1695

1696

1697

1698

1699

1700

1701

1702

1703

1704

1705

1706

1707

1708

1709

1710

1711

1712

1713

1714

1715

1716

1717

1718

1719

1720

1744

1721

1722

1723

1724

1725

1726

1727

1728

1729

1730

1731

1732

1733

1734

1735

1736

1737

1738

1739

1740

1741

1742

1743

1745

1746

1747

1748

1749

17501751

1752

1753

1754

1755

1756

1757

1758

1759

1760

1761

1762

1763

1764

1765

1766

1767

1768

1769

1770

1771

1772

1773

1774

1775

1776

1777

1778

1779

1780

1781

1782

1783

1784

1785

1786

1787

1788

1789

1790

1791

1792

1793

1794

1795

1796

1797

1798

1799

1800

1801

1802

1803

1804

1805

1806

1807

1808

1809

1810

1811

1812

1813

1814

1815

1816

1817

1818

1819

1820

1821

1822

1823

1824

1825

1826

1827

1828

1829

1830

1831

1832

1833

1834

1835

1836

1837

1838

1839

1840

1841

1842

1873

1843

1844

1845

1846

1847

1848

1849

1850

1851

18521853

1854

1855

1856

1857

1858

1859

1860

1861

1862

1863

1864

1865

1866

1867

1868

1869

1870

1871

1872

1887

1874

1875

1876

1877

1878

1879

1880

1881

1882

1883

1884

1885

1886

1911

1888

1910

1889

1890

1891

1892

1893

1894

1895

1896

1897

1898

1899

1900

1901

1902

1903

1904

1905

1906

1907

1908

1909

1935

1912

1913

1914

1915

1916

1917

1918

1919

1920

1921

1922

1923

1924

1925

1926

1927

1928

1929

1930

1931

1932

1933

1934

1936

1937

1938

1939

1940

1941

1942

1943

1944

1945

1946

1947

1948

1949

1950

1951

1952

1953

1954

1955

1956

1957

1958

1959

1960

1961

1962

1963

1964

1965

1966

1967

1968

1969

1970

1971

1972

1973

1974

1975

1976

1977

1978

1979

1980

1981

1982

1983

1984

1985

1986

1987

1988

1989

1990

1991

1992

1993

1994

1995

1996

1997

1998

1999

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

2041

2042

2043

2044

2045

2046

2047

2048

2049

2050

2051

2052

2053

2054

2055

2056

2057

2058

2059

2060

2061

2062

2063

2064

2065

2066

2067

2068

2069

2077

2078

2079

2080

2081

2082

2083

2084

2085

2086

2088

2087

2089

20902102

2091

2092

2101

2100

20932094

2099

2098

2095

2096

2097

2070

2071

2103

20722073

2074

2075

2076

2104

2105

2106

2107

2108

2109

2110

2111

2112

2113

2114

2115

2116

2117

2118

2119

2120

2121

2122

2123

2124

2125

2126

2127

2128

2129

2130

2131

2132

2133

2134

2135

2136

2137

2138

2139

2140

2141

2142

2143

2144

2145

2146

2147

2148

2149

2150

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2103

2151

2152

2153

2154

2155

2156

2157

2158

2159

2160

2161

2162

2163

2164

2165

2166

2167

2168

2169

2170

2171

2172

2173

2174

2175

2176

2177

2178

2179

2180

2181

2182

2183

2184

2185

2186

2187

2188

2189

2190

2191

2192

2193

2194

2195

2196

2197

2198

2199

2200

2201

2202

2203

2204

2205

2206

2207

2208

2209

2210

2211

2212

2213

2214

2215

2216

2217

2244

2245

2246

2247

2248

2249

2250

2251

2252

2253

2254

2255

2256

2257

2258

2259

2260

2261

2262

2263

2264

2265

2218

2219

2220

2221

2222

2223

2224

2225

2226

2227

2228

2229

2230

2231

2232

2233

2234

2235

2236

2237

2238

2239

2240

2241

2242

2243

2266

2267

2268

2269

2270

2271

2272

2273

2274

2275

2276

2277

2278

2279

2280

2281

2282

2283

2284

2285

2286

2287

2288

2289

2290

2291

2292

2293

2294

2295

2296

2297

2298

2299

2300

2301

2302

2303

2304

2305

2306

2307

2308

2309

2310

2311

2312

2313

2314

2315

2316

2317

2318

2319

2320

2321

2322

2323

2324

2325

2326

2327

2328

2329

2330

2331

2332

2333

2334

2335

2336

2337

2338

2339

2340

2341

2342

2343

2344

2345

2346

2347

2348

2349

2350

2351

2352

2353

2354

2355

2356

2357

2358

2359

2360

2361

2362

2363

2364

2365

2366

2367

2368

2369

2370

2371

2372

2373

2374

2375

2376

2377

2378

2379

2380

2381

2382

2383

2384

2385

2386

2387

2388

2389

2390

2391

2392

2393

2394

2395

2396

2397

2398

2399

2400

2401

2402

2403

2404

2405

2406

2407

2408

2217

2409

2411

2410

2412

2413

2414

2415

2416

2417

2418

2419

2420

2421

2422

2423

2424

2425

2426

2427

2428

2429

2430

2431

2432

2433

2434

2435

2436

2437

2438

2439

2440

2441

2442

2443

2444

2445

2446

2447

2448

2449

2450

2451

2452

2453

2454

2455

2456

2457

2458

2459

2460

2461

2462

2463

2464

2465

2466

2467

2468

2469

2470

2471

2472

2473

2474

2475

2476

2477

2478

2479

2480

2481

2482

2483

2484

2485

2486

2487

2488

2489

2490

2491

2492

2493

2494

2495

2496

2497

2498

2499

2500

2501

2502

2503

2504

2505

2506

2507

2508

2509

2510

2511

2512

2513

2514

2515

2516

2517

2518

2519

2520

2521

2522

2523

2524

2525

2526

2527

2528

2657

2656

2655

2654

2653

2652

2651

2650

2648

2649

2647

2645

2646

2644

2643

2642

2641

2640

2639

2638

2637

2636

2635

2634

2633

2632

2631

2630

2629

2628

2627

2626

2625

2624

2623

2622

2621

2620

2619

2618

2617

2616

2615

2614

2613

2612

2611

2610

2609

2608

2607

2606

2605

2604

2603

2602

2601

2600

2599

2598

2597

2596

2595

2594

2593

2592

2591

2590

2589

2588

2587

2586

2585

2584

2583

2582

2581

2580

2579

2578

2577

2576

2575

2574

2573

2572

2571

2570

2569

2568

2567

2566

2565

2564

2563

2562

2561

2560

2559

2557

2558

2556

2555

2554

2553

2552

2551

2550

2549

2548

2547

2546

2545

2544

2543

2542

2541

2540

2539

2538

2537

2536

2535

2534

2533

2532

2531

2530

2529

2659

2660

2661

2658

2662

2663

2664

2665

2666

2667

2668

2669

2670

2671

2672

2673

2674

2675

2676

2677

2678

2679

2680

2681

2682

2689

2688

2687

2686

2685

2684

2683

2691

2692

2693

2694

2695

2696

2697

2690

2661

1126