Universal Access Plan Phase 2 – Progressive Development of a Regional Concept Plan for the Alfred Nzo District Municipality

UNIVERSAL ACCESS PLAN PHASE 2 – PROGRESSIVE DEVELOPMENT OF A REGIONAL CONCEPT PLAN FOR THE ALFRED NZO DISTRICT MUNICIPALITY

CONTRACT NO. 2015/178

DATE: June 2016

Prepared for: Umgeni Water Prepared by: UWP Consulting (Pty) Ltd

Contact Person : Vernon Perumal Contact Person : Sandra Munnik

Tel: 033-341 1232 | Cell: 082 852 9308 Tel: 012-424 9707 | Cell: 082 822 8211 [email protected] [email protected] In Association with: PROJECT NAME : UNIVERSAL ACCESS PLAN PHASE 2 – PROGRESSIVE DEVELOPMENT OF A REGIONAL CONCEPT PLAN FOR THE ALFRED NZO PROJECT NUMBER: 27811 DISTRICT MUNICIPALITY

REPORT / DOCUMENT TITLE: Bulk Water Master Plan

Final Issue Date: 15 June 2016 Document Status: Rev. No.: 7

Client’s Name: Contact Person: Vernon Perumal Umgeni Water Tel No.: Tel: 033-341 1232 | Cell: 082 852 9308 Prepared for: Email address: [email protected]

Office: Division: Prepared at / by: Pretoria Infrastructure Planning

Verification Process: Name: Capacity: Signature: Date:

S Munnik 15 June 2016 Verification by Author:

S Munnik Study Leader and 15 June 2016 Checked by: Project Director

S Munnik Study Leader and 15 June 2016 Authorised by: Project Director

Quality Verification: This report / document has been prepared under the quality controls established by UWP Consulting’s Quality Management System which meets the requirements of the ISO 9001:2008 standard That has been certified by DEKRA Certification under Certificate Number 20907782/1.

Page i EXECUTIVE SUMMARY

A. INTRODUCTION

Umgeni Water initiated a study in 2014 to develop Universal Access Plans (Phase 1) for bulk water supply, for all District Municipalities in the KwaZulu-Natal Province (KZN). The study culminated in a rudimentary report for each District Municipality that provides the water requirements and conceptual scheme areas and costing to provide access to bulk water supply, based on information at hand at the time.

Umgeni Water, together with the Department of Water & Sanitation (DWS) and the KZN Department of Cooperative Governance and Traditional Affairs (COGTA) sought to improve on the existing studies and initiated the follow-up study: Universal Access Plan (UAP) Phase 2 – Progressive Development of a Regional Concept Plan, again for each District Municipality in the KZN, as well as the Alfred Nzo and OR Tambo District Municipalities within the Eastern Cape Province. Various Professional Service Providers (PSP’s) were appointed to conduct the studies based on Water Services Authority (WSA) status.

The 2011 Census as well as updated Eskom Spot Building Count datasets could be applied for the improved studies. Furthermore, the DWS expressed the need to review and update their Reference Framework Geodatabase (2013) – especially the settlements and infrastructure components as part of the UAP Phase 2 study.

The objectives of the UAP Phase 2 study were to review and update the UAP Phase 1 study reports in order to improve the following:

 The Phase 1 study focused on small, localised schemes for universal access in the near future, however these proposed schemes are not necessarily sustainable;  The proposed schemes were largely designed in isolation and took little cognisance of other water planning studies and recommendations;  Many of the Water Services Development Plans were being updated during the course of the Phase 1 study, and need to be incorporated into UAP Phase 2;  The study didn’t go as far as Umgeni Water’s extended area into the Eastern Cape Province; and  The footprints did not take cognisance of town planning type information that would give an indication of future demands. The UAP Phase 2 study aimed to improve on the above and to ensure a more aligned approach between the various PSP’s appointed for the different study areas.

This report is the UAP Phase 2 report for the Alfred Nzo District Municipality (ANDM), Eastern Cape Province and hence forth, information reflected relates to this WSA.

B. DEMOGRAPHICS

Census 2011 indicated that there is approximately 801 000 people within 168 000 households (HH) residing within four Local Municipalities (LMs) within ANDM. The average number of people per HH is 4.75. The population details per LM are provided in Table 3.1: Census 2011 Population and Households below. The largest portion of the district population is concentrated within the Mbizana Local Municipality at 281 890 people and accounts for nearly 35% of the total district population. It also has the highest

Page ii population density of 100 persons/ km2. For the purpose of this study, the 2011 Census was used as base as it is available for the whole of South Africa and is used by the municipalities for their planning and reporting purposes.

The population figures were projected according to calculated growth rates from Statistics SA (growth profiles, migration and updated household surveys) as well as local knowledge of the study areas. The demographics from the 2011 Census (sub-place level, summarised per LM) and projected to 2035 (20 years), are presented in Table B.

Table B Demographics Summary: 2011 Census and 2035 (Projected)

2011 2035 Local Municipality Households Population Households Population

Matatiele 49 488 203 860 54 091 220 257

Mbizana 48 418 281 890 68 378 391 227

Ntabankulu 23 380 123 974 22 157 109 576

Umzimvubu 46 857 191 612 43 967 179 376

Grand Total 168 143 801 336 188 593 900 436

The number of people and households are expected to increase by an estimated 2% per annum due to natural growth and migration. The Umzimvubu and Ntabankulu Local Municipalities both projected negative population growth rates of 0,51% and 0,45 % per annum respectively. The Mbizana LM is projected to have the highest population growth rate of 1,4% per annum.

C. WATER SERVICE LEVELS AND WATER REQUIREMENTS

The consumers in the ANDM have access to water supply in various forms, ranging from no formal access (obtain water directly from natural water sources), to formal and high levels of service in the form of household connections and waterborne sanitation. According to Census 2011, the extent of the water supply backlog within the Alfred Nzo District Municipality is 63% with the majority of the households that still have no access to any water supply infrastructure.

The ANDM has initiated several projects to improve access to water supply – both reticulated supply and bulk water services. The water requirements (in million m³ per annum) for the ANDM are presented per Local Municipality within Table C below. These water requirements were calculated for consumers having formal water supply schemes and for consumers not yet supplied from a formal water supply scheme. The Methodology Section in this report explains the approach to determine the theoretical water requirements and adjusted for water loss calculations.

Table C: Water Requirements (million m³ per annum), Per Local Municipality

Local Households HH Below Water Requirements (Million m³ per annum) Municipality (2011) RDP (2011) 2015 2020 2025 2030 2035

Matatiele 49 488 21 512 8,732 10,173 11,655 12,286 12,880

Mbizana 48 418 24 901 6,604 10,766 15,132 17,008 18,932

Ntabankulu 23 380 43 739 3,391 4,325 5,288 5,415 5,490

Umzimvubu 46 857 14 977 6,865 8,087 9,346 9,.521 9,629

TOTAL 168 143 105 129 25,592 33,352 41,421 44,230 46,931

Page iii The Mbizana LM has by far the highest water requirements due to the larger number of people residing in the area, large number of industries and expected future developments.

D. WATER CONSERVATION AND WATER DEMAND MANAGEMENT

Water Conservation and Demand Management is conducted by the Water Services Provider Unit within ANDM. While WCDM falls organisationally under the WSA unit, many of the water conservation issues have a direct bearing on water services operations. Specific, ongoing challenges that the WSP unit faces include:

 High water losses;  Lack of meter information;  Confusion over meter reading date (i.e. consistent time of the month);  Inaccurate / incomplete reading and inaccurate data capturing;  Position of WCDM in organogram;  Delays in meter installation programme;  Excessive reliance on consultants; and  WCDM is not an isolated project but an ongoing approach underpinning all water services activities. The ANDM has a number of ongoing water conservation and demand management initiatives under way at present.

E. WATER RESOURCES

According to the National Water Resource Strategy, the Mzimvubu to Keiskamma Water Management Area will have a positive water balance of 458 million m³ per annum until the year 2025. Although the rainfall in the area is not especially high, water requirements are less than the available yield of the catchments, with the result that the area is one of the few in the country that has surplus water available on a catchment wide basis. Although it is estimated that significant quantities of groundwater could be abstracted in the area, the actual use of groundwater is relatively small. This is mainly attributed to the generally well-watered nature of the area and the wide occurrence of perennial surface streams, which reduces the need for groundwater abstraction

There is currently only one major dam, the Ludeke Dam, but some smaller dams and run-of-river schemes exist throughout the ANDM area to supply water to the domestic users. In addition, there are several borehole schemes as well as single borehole supply for some villages.

A list of the relevant dams with information about yield and allocation is given in Table E Table 5.1: Major dams for domestic supply in ANDM area below.

Table E: Major dams for domestic supply in ANDM area

Capacity Yield (million m³ per annum) Dam Name (million m³) Domestic Irrigation Other / Surplus

Ludeke Dam 14,945 8,8 TBC TBC

Mountain Dam 1,082 1,08* 0 0 Annie's Valley Dam 0,24 - - - Bon Accord No.2 Dam 0,084 - - -

Harbin Dam 0,073 - - - Ntenteyana Dam 1,4 2,2 0 0

Page iv Capacity Yield (million m³ per annum) Dam Name (million m³) Domestic Irrigation Other / Surplus

Belfort Dam 0,602 0,471 0 0,131

Total 17,981 12,551 - 0,131 (Source: ATS 2011) *Yield is for the combined mountain and town dam

F. EXISTING WATER SUPPLY SCHEMES AND WATER REQUIREMENTS

The total volume of water required is compared to the existing proposed water supply interventions to determine shortfalls and the reasons thereof. This comparison is detailed in the Table F below.

Table F: Water Requirements (Mm³ per annum) per WSIA

Proposed Existing 2035 Additional Balance Resources Households Population Demand under UAP 3 WSS 3 Total (Mm per (2015) (2015) (Mm per (Mm3 per Phase 2 3 annum) annum) annum) (Mm per annum)

MAT001:Kinira 46 958 190 942 12,154 3,711 10,4* 14,111 - River Dam

MBZ001: 51 985 297 667 18,932 8,8* 10,13 18,93 - Mbizana RBWSS

UMZ001: Mkhemane Dam Integrated 46 073 194 686 9,388 2,201* 4,459 6,660 -2,73 Regional Water Scheme

NTB001: Nkanji Dam Integrated 29 461 134 598 6,457 0,621 8,42* 9,041 2,58 Regional Water Scheme

TOTAL 174 477 817 893 46,931 15,333 33,41 48,742 -0,15 *Figures are actual dam yields From the table above, it is noted that with the exception of Mkhemane RBWSS all the other schemes will have adequate raw water resources to meet the 2035 demand requirements. The Mkhemane RBWSS will be short by 0,15Mm³ per annum (1,6%). This shortfall could be made up from implementing a water conservation and demand management project to ensure that the quantities of unaccounted for water are kept to a minimum.

G. PLANNED AND IMPLEMENTATION PROJECTS

The existing regional bulk projects were considered and evaluated to identify potential gaps within the existing project footprints to the extent that a total “wall-to-wall” bulk water services needs perspective is visualised and realised. This was done in the context to improve access to basic services but at the same time support economic growth and development and ensure sustainable services.

The total cost requirement for water services within ANDM is R 8,6 billion and represents a wall-to-wall coverage of the total need. The total MTEF 2015/18 over the next three years shows a total allocation of R 539 million for regional bulk with the total bulk requirement allocation of R 4,7 billion. This would result

Page v in ANDM taking at least seven (7) years to address their total bulk infrastructure needs. The existing bulk interventions currently in planning are tabled within Table G below.

Table G: RBIG Water Supply Interventions currently in planning

Project Project Total Cost LM Project Name FY 2015/16 FY 2016/17 FY 2017/18 No Description Requirement

Feasibility for development of ECR001 // Matatiele Bulk Kinira Valley F/ECDC44 Water Supply Dam, includes Matatiele /001/W Scheme 5ML Reservoir R 872 397 365 R 25 000 000 R 66 000 000 R 36 209 372

Mbizana Regional Bulk Mbizana Regional Water Supply. Bulk WS (Phase Phases 2 - 4 to Mbizana ECR008 1) follow. R 910 843 303 R 13 081 967 R 90 000 000 R 120 936 884

ECR044 // Ntabankulu Ntabankulu N/ECDC4 Regional Bulk Regional Bulk Ntabankulu 4/038/W Water Supply Water Supply R 1 492 145 109 R 0 R 1 500 000 R 11 000 000

Mount Ayliff Mount Ayliff Bulk Bulk Water Water Supply Supply Umzimvubu ECR036 Scheme Scheme R 164 200 000 R 1 897 920 R 50 000 000 R 40 642 908

Alfred Nzo N/ANDM/ (Umzimvubu LM) Mkemane PMU/33/1 Regional Bulk Regional Umzimvubu 8/10/07 Water Supply BWSS R 1 101 266 560 R 0 R 2 500 000 R 10 000 000

Mount Ayliff - N/ECDC4 Bulk Peri Urban Phase 1 to Umzimvubu 4/002/W/S Water Supply Phase 3 R 187 358 000 R 2 500 000 R 20 000 000 R 48 000 000

Feasibility for Alfred Nzo development of (Umzimvubu LM) Soroqobeni N/ECDC4 Regional Bulk River Dam in Umzimvubu 4/039/W Water Supply Mount Ayliff R 35 000 000 R 0 R 0 R 0

R 4 763 210 337 R 42 479 887 R 230 000 000 R 266 789 164

H. BULK WATER SUPPLY INTERVENTIONS CONSIDERED

This study aims to ensure that the ANDM can make provision for and plan to supply all consumers within its area of jurisdiction with at least basic water supply services. Not all consumers are currently supplied with formal schemes and part of the objectives of this study was to determine where these consumers are, what their water requirements are and the options that could be considered to ensure universal access to water supply up to 2035.

Water Supply Intervention Areas (WSIAs) were identified during this process based on areas that can be served either by linkage to existing schemes or through planned scheme developments (planned projects). These WSIAs, number of applicable households, population and their water requirements are illustrated in Table H.

Page vi Table H Conceptual Scheme Areas, Households and Water Requirements

Water Requirements (Million m³ Households Population WSIA Name per annum) (2015) (2015) 2015 2035

MAT001: Kinira River Dam 46 958 190 942 8,284 12,154

MBZ001: Mbizana RBWS 51 985 297 667 6,604 18,932

UMZ001: Mkhemane Dam Integrated Regional Water Scheme 46 073 194 686 6,184 9,388

NTB001: Nkanji Dam Integrated Regional Water Scheme 29 461 134 598 4,521 6,457

TOTAL 46 958 190 942 25,592 46,931

A total of 46,93 Million m³ per annum is required, with the Mbizana RBWSS requiring the largest portion at 40,3% of the total water demand in ANDM. With the exception of Mkhemane RBWSS all the other schemes will have adequate raw water resources to meet the 2035 demand requirements. The Mkhemane RBWSS will be short by 0,15Mm³ per annum (1,6%). This shortfall could be made up from implementing a water conservation and demand management project to ensure that the quantities of unaccounted for water are kept to a minimum.

I. CONCLUSIONS AND RECOMMENDATIONS

The ANDM still faces a backlog in water supply – not only in providing all consumers within its area of jurisdiction with access to water supply according to its WSA duties, but also in ensuring sustainable water services of existing supply. There are an estimated 105 000 households not having access to some form of formalised water supply infrastructure, across the whole of ANDM’s geographic extent. Furthermore, there are areas where the existing water supply infrastructure as well as water source, are insufficient to meet current and projected future water requirements. New developments and urbanisation put further strain on existing supplies and resources.

The ANDM has developed regional wall-to-wall bulk water plans to address their bulk water supply needs. Some of these studies are already funded through the RBIG funding programme whilst others are in the process to be prepared for implementation readiness and submission to the Eastern Cape Technical Assessment Committee (ECTAC). These projects are included within the latest council endorsed IDP and WSDP of the DM as well as included within the DWS’ Provincial Regional Bulk Master Plan dated March 2015.

The implementation programme will depend on the availability of funds from National Treasury as well as the capacity of the Municipality to implement projects. All four intervention areas would be an implementation priority for the DM but the order would most likely be determined by the availability of funds or intervention programmes.

The provision of water services remains the responsibility of the ANDM as the WSA. The ANDM should ensure that they meet all the requirements to take these interventions to implementation readiness. These

Page vii planning studies are in various stages of readiness to lobby for grant funding and Umgeni Water could consider as a Regional Utility to assist the ANDM to take this process further.

The four (4) proposed water supply intervention areas (WSIAs) are the appropriate solutions for bulk water supply development within ANDM and are as follows:

Direct Est Cost Indirect Est Cost Total

WSIA (Fees, Geotech, (Including Contingencies, (Construction) EIA, Disb Etc) Escalation, VAT)

MAT001: Kinira River Dam WSS R 3 221 199 190 R 256 216 400 R 3 477 415 589

UMZ: Mkhemane Dam WSS R 3 869 596 867 R 361 507 416 R 4 231 104 283

NTB001: Nkanji Dam IWSS R 3 118 799 060 R 272 077 822 R 3 390 876 882

MBZ001: Mbizana RBWSS R 3 181 061 507 R 327 288 184 R 3 508 349 692

TOTAL R 13 390 656 624 R 1 217 089 822 R 14 607 746 446

The primary bulk cost requirement is as follows:

Direct Est Cost Indirect Est Cost Total WSIA (Fees, Geotech, EIA, (including contingencies, (Construction) Disbursements etc) Escalation& VAT)

MAT001: Kinira River Primary Bulk R 1 124 652 126 R 810 296 861 R 1 934 948 988 Dam WSS

UMZ: Mkhemane Dam Primary Bulk R 1 727 311 778 R 106 681 182 R 1 833 992 960 WSS

NTB001: Nkanji Dam Primary Bulk R 2 061 612 903 R 158 044 300 R 2 219 657 203 IWSS

MBZ001: Mbizana Primary Bulk R 478 675 199 R 344 917 144 R 823 592 343 RBWSS

TOTAL R 5 392 252 006 R 1 419 939 487 R 6 812 191 494

The primary, secondary and tertiary infrastructure is illustrated in the figure overleaf.

Page viii Page ix TABLE OF CONTENTS 1. OBJECTIVES AND METHODOLOGY...... 1

1.1 Background and Introduction...... 1

1.2 Purpose of the Report ...... 1

1.3 Specific targets of the Study...... 2

1.4 Information Sources ...... 2

1.5 Study Process...... 2

1.5.1 Stakeholder Engagement ...... 3

1.6 Water Requirements Model...... 3

1.7 DWS Reference Framework Geodatabase ...... 4

1.8 Reconciliation Report ...... 5 2. STUDY AREA...... 6

2.1 Context ...... 6

2.2 Physical Characteristics of the Study Area ...... 6

2.2.1 Matatiele Local Municipality...... 6

2.2.2 Umzimvubu Local Municipality...... 7

2.2.3 Mbizana Local Municipality...... 7

2.2.4 Ntabankulu Local Municipality...... 7

2.3 Climate ...... 8

2.4 Topography, Geology and Soils ...... 8

2.5 Environmental ...... 8

2.6 Institutional Arrangement for Water Supply...... 9 3. DEMOGRAPHICS...... 10

3.1 Existing Population Distribution ...... 10

3.2 Social and Economic Indicators ...... 10

3.3 Main Development Nodes...... 11

3.3.1 Primary Nodes ...... 11

3.3.2 Secondary Nodes ...... 11

3.3.3 Tertiary Nodes ...... 11

3.4 Development Corridors ...... 12

3.4.1 Primary Corridor ...... 12

3.4.2 Secondary Corridors...... 12

3.4.3 Tertiary Corridors...... 13 4. WATER REQUIREMENTS ...... 14

4.1 Water Supply Service Level ...... 14

Page x 4.2 Water Losses and Demand Management ...... 15

4.3 Water Demand Model...... 17

4.3.1 Water Demand for Alfred Nzo District Municipality...... 18 5. EXISTING WATER SUPPLY INFRASTRUCTURE...... 21

5.1 Water Resource Availability ...... 21

5.2 Available Water Resources and Interventions ...... 22

5.3 Urban and Bulk Water Supply: Physical Infrastructure ...... 22

5.3.1 Matatiele Local Municipality...... 22

5.3.2 Mbizana Local Municipality...... 24

5.3.3 Ntabankulu Local Municipality...... 25

5.3.4 Umzimvubu Local Municipality...... 25 6. BULK WATER SUPPLY PROJECTS CURRENTLY IN PLANNING...... 27

6.1 Regional Bulk Water Projects in Planning ...... 27

6.1.1 ECR001//F/ECDC44/001/W: Matatiele Bulk Water Supply Scheme...... 29

6.1.2 ECR008: Mbizana Regional Bulk WS (Phase 1)...... 29

6.1.3 Integrated Umzimvubu and Ntabankulu Regional Bulk Water Supply...... 29 7. SYNOPSIS OF EXISTING AND COMMITTED SCHEMES ...... 35

7.1 Gap Analysis ...... 35

7.1.1 MAT001: Kinira River Dam WSS ...... 35

7.1.2 UMZ001: Mkhemane Dam Integrated Regional Water Scheme ...... 36

7.1.3 NTB001: Nkanji Dam Integrated Regional Water Scheme ...... 37

7.1.4 MBZ001: Mbizana Regional Bulk Water Scheme ...... 37

7.2 Scheme Re-demarcation ...... 38 8. BULK WATER SUPPLY INTERVENTIONS CONSIDERED – RECONCILIATION...... 39

8.1 Proposed Wall-to-Wall Water Supply Intervention Areas...... 39

8.2 MAT001 WSIA: Matatiele Regional Bulk Water Supply...... 39

8.2.1 Demand Model Intervention ...... 39

8.2.2 Existing Proposed Infrastructure Intervention...... 40

8.3 NTB001 WSIA: Integrated Nkanji Dam regional Water Supply Scheme...... 41

8.3.1 Demand Model Intervention ...... 42

8.3.2 Existing Proposed Infrastructure Intervention...... 43

8.3.3 Water Resource Consideration...... 45

8.3.4 Water Supply Infrastructure ...... 46

8.3.5 Financial Requirement...... 46

8.4 UMZ001 WSIA: Mkhemane Dam Integrated Regional Water Supply Scheme...... 47

Page xi 8.4.1 Demand Model Intervention ...... 47

8.4.2 Existing Proposed Infrastructure Intervention...... 48

8.5 MBZ001 WSIA: Mbizana regional Bulk Water Supple Scheme...... 51

8.5.1 Demand Model Intervention ...... 51

8.5.2 Existing Proposed Infrastructure Intervention...... 52 9. SUMMARY ...... 55

9.1 Total Water Demand per WSIA ...... 55

9.2 Total Water Resources Required vs Proposed Water Supply Interventions ...... 55

9.3 Financial Requirements ...... 56

9.4 Funding Options ...... 58

9.5 Implementation Programme...... 58 10. RECOMMENDATIONS ...... 59

10.1 Responsibilities...... 59

10.2 Selection of Solutions ...... 59

10.3 Pertinent Legislation...... 59

10.3.1 Municipal Structures Act ...... 60

10.3.2 Municipal Systems Act...... 60

10.3.3 Water Services Act...... 60

LIST OF ANNEXURES

ANNEXURE A – References

ANNEXURE B – Map Series LIST OF TABLES

Table 1.1: Settlement or Town Categories and Water Use ...... 4

Table 3.1: Census 2011 Population and Households...... 10

Table 4.1: Stats SA Census 2011 Water Supply Levels...... 14

Table 4.2: ANDM Water Conservation and Demand Management Initiatives...... 16

Table 4.3: Settlement or Town Categories and Water Use ...... 18

Table 4.4: Water Requirements (million m3 per annum) per Local Municipality ...... 18

Table 4.5 Water Requirements (Mℓ/d), Per Local Municipality ...... 19

Table 4.6: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA...... 20

Table 4.7: Water Requirements (Mℓ/d), Per Existing WSS and Potential WSIA ...... 20

Table 5.1: Major dams for domestic supply in ANDM area...... 21

Table 6.1: Grant Funding Streams ...... 28

Table 6.2: RBIG Water Supply Interventions currently in planning ...... 28

Page xii Table 6.3: ANDM MIG Water Supply Projects ...... 31

Table 7.1: Kinira River Dam WSS Summary ...... 36

Table 7.2: Mkhemane Dam Integrated Regional Water Scheme Summary ...... 36

Table 7.3: Mkhemane Dam Integrated Regional Water Scheme Summary ...... 37

Table 7.4: Mbizana Regional Bulk Water Supply Scheme Summary ...... 38

Table 8.1: Projected Water Demand per Service Level for Mount Ayliff...... 44 Table 8.2: Projected Water Demand per Service Level for Mount Frere ...... 44

Table 8.3: Projected Water Demand per Service Level for Ntabankulu...... 44

Table 9.1: Water Requirements (Mm3 per annum) per WSIA ...... 55

Table 9.2: Water Requirements (Mℓ/d) per WSIA ...... 55

Table 9.3: Financial Requirements based on Demand Model Interventions...... 56

Table 9.4: Total Cost Requirement per proposed WSIA ...... 57

LIST OF DIAGRAMS

Diagram 4.1: 2035 Demand Per LM...... 19

Page xiii 1. OBJECTIVES AND METHODOLOGY

This report is the Regional Water Master Plan report for the study entitled “Universal Access Plan Phase 2 – Progressive Development of a Regional Concept Plan for the Alfred Nzo District Municipality (ANDM)”, an appointment in the series of appointments made by Umgeni Water in February 2015.

This section provides the background of the study, an introduction and description of the study objectives.

1.1 BACKGROUND AND INTRODUCTION

This study follows the first study: Development of a Universal Access Plan (UAP) for Water Services for each of the District Municipalities in the KwaZulu-Natal Province. The outcome of the 2014 UAP provided a fair amount of base information concerning water supply in the Province. There were however, a number of areas identified for improvement in order to proceed to a more detailed level of investigation.

Since the release of the 2011 Census data in the latter half of 2013, Umgeni Water decided to review the Phase 1 UAP and furthermore extend the study area into the Eastern Cape Province, hence the inclusion of the Alfred Nzo and OR Tambo District Municipalities within the study area.

This resulted in the Universal Access Plan Phase 2 study that commenced during 2015.

1.2 PURPOSE OF THE REPORT

Umgeni Water appointed UWP Consulting (Pty) Limited, in association with ZIYANDA Consulting cc, to review the Phase 1 UAP through the development of UAP – Phase 2, for the following areas:

 Amajuba District Municipality (ADM), in the KwaZulu-Natal province;  Newcastle Local Municipality (NLM), in the KwaZulu-Natal province;  Uthukela District Municipality (UDM), in the KwaZulu-Natal province;  Alfred Nzo District Municipality (ANDM), in the Eastern Cape province; and  OR Tambo District Municipality (ORTDM), in the Eastern Cape Province. The above municipalities were all allocated Water Services Authority (WSA) status for their respective areas of jurisdiction, except for the whole of the ADM. The ADM’s responsibilities as WSA exclude the area of Newcastle LM which itself is a WSA.

The UAP Phase 2 aims to review and update the UAP Phase 1 study reports in order to improve the following shortcomings:

 The project focused on small, localised schemes for universal access in the near future, however these proposed schemes are not necessarily sustainable;  The proposed schemes were largely designed in isolation and took little cognisance of other water planning studies and recommendations;  Many of the WSDP’s were being updated during the course of the project, and need to be incorporated into UAP planning;  The project didn’t go as far as Umgeni Water’s extended area into the Eastern Cape; and  The footprints did not take cognisance of town planning type information that would give an indication of future demands.

Page 1 The deliverables of the UAP Phase 2 study are divided into two phases:

 Phase 1: Development of an Interim Regional Bulk Scheme Report; and  Phase 2: Reconnaissance into the Proposed Regional Bulk Schemes per Water Services Authority. Phase 1 includes the information review and development of a High Level Status Quo Assessment: this document.

Phase 2 includes the development of a demand model and needs development plan, culminating in a Reconnaissance Study report on bulk water supply.

The UAP Phase 2 study information would be used to update the DWS Reference Framework (RF) geodatabase where possible.

1.3 SPECIFIC TARGETS OF THE STUDY

This document is the second deliverable of the study, namely the needs analysis, culminating in a Bulk Water Master Plan. This document was prepared for the Alfred Nzo District Municipality (ANDM) that includes the following Local Municipalities:

 Matatiele Municipality;  Umzimvubu Local Municipality;  Mbizana Local Municipality; and  Ntabankulu Local Municipality. The following sections set the scene, provide the current and future water requirements and reconcile it with the available water sources to ensure universal bulk water supply access to all within the ANDM.

1.4 INFORMATION SOURCES

Information used in this study was obtained from current and existing technical reports, regional studies and inputs from municipal and knowledgeable officials. It included feasibility studies (where available), master plans and studies such as the 2011 All Towns Reconciliation Strategies prepared for this area.

A number of meetings were held with the area managers and technical staff of the ANDM to obtain their input and to ensure that the latest available specifications and information is applied for the purpose of this study.

Furthermore, existing spatial and non-spatial databases were used as reference such as the 2001 and 2011 Census and the Department of Water and Sanitation (DWS) Reference Framework geodatabase.

A reference list is provided in Annexure A.

1.5 STUDY PROCESS

This study follows the first Development of a Universal Access Plan for Bulk Water Supply for Water Services Authorities in the KwaZulu-Natal (KZN) Province, completed in 2014. Umgeni Water,

Page 2 together with the DWS and COGTA, identified the need to further the study to improve the planning capacity of not only the benefiting Water Services Authorities (WSA’s), but also for the DWS and COGTA – the supporting water services entities.

This study – Phase 2 – aimed to improve on the level of detail, taking into account current project and master planning, implementation of projects and recent updates on available water sources. Furthermore, the study included the whole of the KZN province, but has been extended to the Eastern Cape to include the Alfred Nzo and OR Tambo District Municipalities.

The Professional Service Provider (PSP) teams appointed for the various study areas worked closely together with Umgeni Water, DWS and COGTA to ensure an aligned study approach. This included the utilisation of the 2011 Census as base data for the calculation of water requirements between 2011 and 2035.

This study would aim to update the DWS Reference Framework geodatabase, particularly the settlement footprint and bulk water supply infrastructure.

1.5.1 STAKEHOLDER ENGAGEMENT

This study was presented to all WSA’s in the KZN Province during a WSDP workshop held by the DWS, during July 2015. The PSP has subsequently engaged each WSA individually during inception meetings to introduce the study, its objectives and detailed approach.

The first deliverable was a Status Quo report on demographics, bulk water supply infrastructure status quo, water requirements and institutional arrangements of the WSA’s. The Status Quo reports were also presented to each WSA and submitted to Umgeni Water.

The Status Quo was followed by the development of a water requirements model, improvement of information available on existing and planned water supply infrastructure as well as available water sources and development of the water requirements model.

During this process, further individual engagements were held with knowledgeable individuals from each WSA, particularly water scheme managers or supervisors. It included site visits to some of the supply areas.

The result was the development of a draft Reconciliation Report – this report – to present the alignment of water requirements – for all areas in a WSA – with existing and planned infrastructure and available water sources in order to provide universal access to bulk water services.

The draft Reconciliation Report was presented to each WSA to obtain comments and inputs, which were considered for the final study report submitted to Umgeni Water, DWS and COGTA.

1.6 WATER REQUIREMENTS MODEL

It was agreed that all PSP teams would utilise the 2011 Census as base database for demographics and service levels to apply to the water requirements model. The water requirements were calculated for the period from 2011 to 2035, in five-year increments, starting from 2015. Umgeni Water provided the calculated demographic growth rates, per Census sub-place for the KZN province, which were incorporated into the model. The demographic growth rates for the Eastern Cape Province were obtained from the latest Municipal IDPs that was based on Census 2011.

Page 3 The PSP engaged with each WSA to determine the current and planned level of service, which informed the potential development and service level growth for each settlement or town area. Furthermore, for the purpose of this study area – Alfred Nzo DM – the PSP utilised an approach also used in the All Towns Reconciliation Study for the DWS Northern Planning Region. In this approach, three scenarios were identified to make provision for progressively higher levels of service in areas, depending on the settlement or town type (guided by the characteristic of the settlement or town).

The water use categories applied for the various settlement or town categories are presented in Table 1.1: Settlement or Town Categories and Water Use. These categories were applied together with the service level scenarios and population growth rates, to determine the water requirements up to 2035.

Table 1.1: Settlement or Town Categories and Water Use

Household Income Per Consumption Category Description Annum (l/c/d)

1 Very High Income; villas, large detached house, large >R 1 228 000 410 luxury flats

2 Upper middle income: detached houses, large flats R 153 601 – R 1 228 000 295

3 Average Middle Income: 2 - 3 bedroom houses or flats R 38 401 – R 153 600 228 with 1 or 2 WC, kitchen, and one bathroom, shower

4 Low middle Income: Small houses or flats with WC, R 9 601– R 38 400 170 one kitchen, one bathroom

5 Low income: flatlets, bedsits with kitchen & bathroom, R 1 – R 9 600 100 informal household

6 No income & informal supplies with yard connections 100

7 Informal with no formal connection 100

8 Informal below 25 l/c/d 100

It was found that the theoretical model’s water requirements, which also made provision for water losses, aligned reasonably well with the actual water supply. Opportunities for WC/WDM could also be identified based on the expected water use and the actual water use.

1.7 DWS REFERENCE FRAMEWORK GEODATABASE

The DWS Directorate: Water Services – Planning and Information – maintains a national database for water services planning. It is a spatial database, in a GIS format, that includes layers for settlements, water supply infrastructure, sanitation supply infrastructure, water resources and projects.

This study aims to update the service levels for settlements based on feedback from each WSA. Furthermore, where possible, the bulk and reticulation infrastructure components in the geodatabase will also be updated to include not only the latest existing, but also planned water supply infrastructure.

Page 4 1.8 RECONCILIATION REPORT

The final deliverable of this study is a Reconciliation Report – this report – to reconcile the water requirements, with available water sources, for all areas in a WSA. This includes the evaluation of existing capacities of infrastructure, potential extensions to new areas, or scheme development options for areas where linkage to existing schemes are not feasible.

The potential costs for scheme development and timeframes were investigated and are presented in this report. Umgeni Water provided unit reference costs for infrastructure components and these have been applied where possible.

Information on available water sources were mainly obtained from existing DWS Reconciliation Strategies (larger systems and from the All Towns Studies). Where available, project specific studies or technical reports were consulted to verify information on available water sources. Information on groundwater availability and quality is however not readily available and to a sufficient level of detail.

Page 5 2. STUDY AREA

This section provides an overview of the study area, setting the scene and discusses the institutional arrangements for water supply. It also provides a brief overview of the demographics in the area and the development opportunities.

2.1 CONTEXT

Alfred Nzo District Municipality is situated in the north-eastern corner of the Eastern Cape Province. It stretches from the Drakensberg Mountains, borders Lesotho in the west, Harry Gwala District Municipality to the north and OR Tambo District Municipality in the east and south. The District includes within its borders four (4) Local Municipalities, namely:

 Matatiele Local Municipality;  Umzimvubu Local Municipality;  Mbizana Local Municipality; and  Ntabankulu Local Municipality. The Alfred Nzo District comprises 11 119km2 and is divided administratively into the four (4) aforementioned Local Municipalities (LMs). The municipal area is predominantly rural with large number of villages scattered across the district. The N2 highway between Kokstad, located in Harry Gwala District Municipality and Mthatha transects the most central part of the district. This route serves as the main linkage road from Kokstad through the central section of OR Tambo District Municipality to East London. Kokstad is some 37km from Mount Ayliff and 80km from Matatiele, and serves as an important commercial linkage town located outside of the ANDM to the Kwazulu-Natal province.

The District falls within the Umzimvubu River Basin. The terrain is largely mountainous and extends to more than 1 000m above sea level and rises to the Drakensberg Mountains on the border of Lesotho. On average, the altitude ranges between 700mm - 800m above sea level. It has steep river valleys. The northern areas below the escarpment have extensive wetlands, which are not fed by flowing water or rivers. Rainfall is relatively high at 900mm - 1500mm annually and increasing near the escarpment with excellent agricultural soils near the rivers. The Alfred Nzo District Municipality is predominantly mountainous in the eastern and central areas with large tracts of grasslands in the north-western section.

The district is predominantly rural. The majority of land within the district is covered by dispersed low density traditional settlements, with the exceptions of some areas in the north and north-east and around Mount Frere in the south. There are seven urban centres. The primary urban centres are Mount Ayliff, Mount Frere, Matatiele, Ntabankulu and Mbizana. The secondary urban centres include Maluti and Cedarville. The majority of the population is rural with 94% of the population residing in rural areas.

2.2 PHYSICAL CHARACTERISTICS OF THE STUDY AREA

2.2.1 MATATIELE LOCAL MUNICIPALITY

Matatiele Local Municipality (MLM) is located on the northern part of the Eastern Cape Province. It adjoins onto Elundini Municipality to the south-west, Greater Kokstad Municipality (KZN) to the east, Umzimvubu Municipality to the south, and Lesotho to the north. The R56 road is a major arterial and trade route running through the municipality in an east-west direction linking Matatiele with Kokstad

Page 6 to the east and Mount Fletcher to the west. It links the municipality with KwaZulu-Natal Province and parts of the Eastern Cape Province located south of Matatiele Municipality. The western parts of the area (commercial agricultural farms) forms part of high production potential land stretching from Matatiele and Kokstad in the south through the KwaZulu-Natal Midlands to the north-western parts of KwaZulu-Natal. Matatiele Municipal area is composed of the commercial farmlands surrounding the service centre of Matatiele, the town of Cedarville together with the R293 township of Maluti. The municipality is predominantly rural in nature, with 91% of households classified as rural and only 9% as urban. The district is dominated by expansive poorly developed rural villages.

The Matatiele LM has a population of 203 860 people residing within 49 488 households (Source: Census 2011). After Mbizana and Ntabankulu Local Municipalities, the Matatiele LM has the third largest population in the District with an average household size of 4,6 persons/household. The LM has widely dispersed settlements in traditional rural villages at approximately 46 persons/km2 in the LM of 4 352km2.

2.2.2 UMZIMVUBU LOCAL MUNICIPALITY

Umzimvubu LM is an inland Local Municipality in the north-eastern extremities of the Eastern Cape Province, neighbouring the Kwa-Zulu Natal Province. The municipal area comprise of 27 administrative wards and two main urban centres known as Mount Frere and Mount Ayliff. The municipality is operating from two offices in Mt Frere and Mt Ayliff towns. The headquarters are in Mt Frere. The municipal area covers an area of approximately 2 506km² with a total population of about 191 612 within 46 857 households of which 10% of the total population live in the urban area. The municipal area accommodates a significant rural/traditional population, both community-based and communal farming. The average number of people per km2 is 76. The climate in the summer rainfall ranges from very pleasant warm summers to mild winters. Annual rainfall ranges between 650mm to 1 100 mm with thunderstorms and hail being, a common feature in summer.

2.2.3 MBIZANA LOCAL MUNICIPALITY

Mbizana Local Municipality is made up of the main town of Mbizana and surrounding predominantly rural villages. Mbizana, the political and administrative municipal seat, is located on the R61 road connecting KwaZulu Natal South Coastal boundary to the N2 leading to Mthatha. Dominant land uses within Mbizana Municipality are mostly rural with a large emphasis on subsistence agriculture in the interior and some tourism development along the coast. The natural environment in the coastal belt of the area is in an unspoiled condition and has exceptionally high conservation value. Mbizana local municipality has an estimated population of 281 890 residing within 48 418 households within an area covering 2 806km². The estimated average number of people per household is 5,8.

2.2.4 NTABANKULU LOCAL MUNICIPALITY

Ntabankulu Local Municipality is situated in Alfred Nzo District Municipality, off the National Road (N2) between Mt Frere and Mt Ayliff. Towns in close proximity are Mt. Ayliff, Kokstad and Mt Frere. Flagstaff is accessible through T19 gravel road to the south of Ntabankulu town. There is a high agricultural, forestry and tourism potential.

The municipality falls within the great Umzimvubu and Umzintlava Rivers. The terrain is largely mountainous and extends to about 800m and 1 600m above sea level. The area is largely surrounded by forestry raging from commercial to indigenous. Rainfall is relatively high at about 900mm – 1 500mm annually and increasing near the escarpment.

Page 7 The Ntabankulu Local Municipality occupies 1 455km2 of Alfred Nzo District Municipality, which accounts for 13% of the District Area. The population is estimated at 123 974 residing within 23 380 households. The municipality is regarded as the poorest in the province with high levels of illiteracy and unemployment as the majority of the population does not actively contribute towards the local economy, with only about 11% of households that are in formal employment.

2.3 CLIMATE

The steep altitudinal gradients from the coast to the escarpment, gives rise to strong climatic changes across the ANDM. The climate ranges from very pleasant warm summers to mild to cold winters with snow in high lying areas. The District experiences climatic extremes in the form of storms, tornadoes and floods which have resulted in soil erosion and deep crevices. The average minimum temperature ranges from 7°C to 10°C in winter and 18°C to 24°C in summer. Annual rainfall ranges between 650mm and 1 100mm. Rainfall patterns in the west and central areas are influenced by the orographic effect of the Drakensberg Mountains, with the general precipitation gradient decreasing eastwards from Matatiele going to the interior of the district to Umzimvubu, and lessening even more in Ntabankulu because of the rain shadow effect.

2.4 TOPOGRAPHY,GEOLOGY AND SOILS

The district has a fragmented topography and comprises a plateau, which falls within the Umzimvubu River Basin that ranges from 800m to 1400m above sea level and a high plateau leading to the Drakensberg Mountains that ranges between 1 500m and 2 200m above sea level. The terrain is therefore mountainous with steep valleys. The northern areas below the escarpment have extensive palustrine wetlands (wetlands that are not connected to any river), and the extreme south is undulating and consist of coastal belt. The topography, however, also poses a multitude of challenges to development as accessibility is limited and settlement has taken place in a dispersed and haphazard manner.

Most of the perennial streams in the area converge to form the primary tributaries of the upper Umzimvubu catchment, and the stream valleys are fairly steep sided with good groundcover. The geology is predominantly cave sandstone, underlain by silt and mudstones. In addition, the undulating landscape has some flatter portions in the lower lying areas, especially in the river valleys. Soils with high erosion potential are predominant with a significant number of unstable landscapes. Pockets of bush veld thicket and aloes in the southern Umzimvubu area are common.

2.5 ENVIRONMENTAL

A number of environmental challenges face the Alfred Nzo District Municipality and they are identified as follows:

 Poor waste management, both in urban and rural areas;  Unauthorized excavation, building construction and mining for sand and gravel that takes place in around the district; and  Law enforcement needs to be firmer. Land degradation and soil erosion is a great concern around the whole district. Environmental education and training, as well as a programme for the rehabilitation of dongas are necessary to address this. Currently very little attention is being given to this matter.

Page 8 2.6 INSTITUTIONAL ARRANGEMENT FOR WATER SUPPLY

The Alfred Nzo District Municipality is the legislated Water Services Authority (WSA) for its entire area of jurisdiction. In addition, following the initial Section 78 assessment, it has been fulfilling the Water Services Provision function through an “internal” mechanism. The ANDM, in its capacity as WSA, deals with planning as well as the regulatory functions, i.e. the Water Service Development Plan, Water Conservation and Demand Management and Sanitation Master Planning. As the Water Service Provider function lies also with ANDM, it deals with bulk purchases, source development and distribution of water as well as operations and maintenance. Further to this, the ANDM’s Infrastructure Development and Municipal Services department also deals with waste water management as well as the implementation of both bulk water supply and reticulation projects as well as sanitation programmes (rural and urban). It also deals with emergency services to address sudden water supply breakages, electricity breakdowns, attending spillage of poisonous and dangerous substances and water quality monitoring.

Page 9 3. DEMOGRAPHICS

3.1 EXISTING POPULATION DISTRIBUTION

Table 3.1: Census 2011 Population and Households

LM No LM Name No of People No of HH Persons per HH

EC441 Matatiele 203 860 49 488 4,1

EC442 Umzimvubu 191 612 46 857 4,1

EC443 Mbizana 281 890 48 418 5,8

EC444 Ntabankulu 123 974 23 380 5,3

TOTAL 801 336 168 143 4,8

The largest portion of the district population is concentrated within the Mbizana Local Municipality at 281 890 people and accounts for nearly 35% of the total district population. It also has the highest population density of 100 persons/km2. The next largest population is located within the Matatiele LM, however it also has the highest number of households at 49 488. The lower household density would result in a higher scheme development cost. The Ntabankulu LM has the lowest number of persons and households but the second highest number of persons per household. This can be ascribed to the more rural and traditional nature of the Local Municipality.

3.2 SOCIAL AND ECONOMIC INDICATORS

The district economy is characterized by limited formal economic activity and high dependency on the public sector for employment and social grants. Its proximity to the more developed towns of KwaZulu Natal such as Kokstad results in consumer spending leakage of funds outside of the district into the nearby Harry Gwala and Ugu District Municipal areas.

Alfred Nzo is the least significant contributor to the provincial GVA, contributing less than 1% of the province’s GVA. The district local economy is heavily reliant on the Community Services sector, which contributes 28% of the Gross Value Adding (GVA) in the District. This includes salaries and wages for government employees such as office workers, nurses, teachers and doctors. The second highest contributor to the District’ economy is Wholesale / Trade (15% of GVA).

This sector is underpinned by the public sector based expenditure through government employment and social grants. The third highest contributor to the District’s economy is Agriculture (12% of GVA) and Manufacturing is the fourth highest contributor by 10% to the district economy. The contribution of the other sectors is very limited with construction contributing only 6% and transport sector contributing 6,4%. This is a reflection of a relatively large number of informal taxi operators in the area.

Page 10 3.3 MAIN DEVELOPMENT NODES

The Alfred Nzo District Municipality’s IDP of 2015/16 identified the following development nodes and development corridors that would assist in the development of the district. The details are as follows:

3.3.1 PRIMARY NODES

Mount Ayliff is one of the main urban centres within Alfred Nzo District. It is strategically located at the central parts of the district and it plays an important role as a regional centre within the district. It has a good potential as a primary node for investment promotion and centre of supply of services in the district. It forms part of the provincial spatial systems and is identified in the PSDP as one of the economic hubs. This node has administrative, social, and economic potential and there is provision of concentration of different activities of services. As a regional node, the following activities should be strengthened in Mount Ayliff Town:

 Development of commercial activities serving the entire district municipal area and the surrounding areas (region);  Location of district and sub-district offices of various government departments and service delivery agencies;  Location of facilities and services for an effective administration;  Industrial development, focusing mainly on the processing of raw materials produced within the sub-region; and  Location of public facilities serving the whole sub-region and beyond. These may include district hospital, sports facilities and transportation facilities.

3.3.2 SECONDARY NODES

There are three secondary nodes identified within the district and these are:

 Matatiele;  Mount Frere; and  Mbizana These nodes currently function as the main urban centres for the local municipalities that they serve. Similar to the primary node, these areas are well located within the main transportation routes that connect nodes with various settlements within each local municipality. As a sub-regional node, the following activities should be strengthened in these secondary nodes:

 Development of commercial activities serving the whole local municipal areas and the surrounding areas (sub-region);  Light Industrial development, focusing mainly on the processing of raw materials produced within the sub-region and the neighbouring areas – agri-processing centre;  Location of public facilities serving the local municipalities. These may include sports and transportation facilities; and  Location of facilities and services for an effective administration and local governance of the municipalities.

3.3.3 TERTIARY NODES

While the primary and secondary nodes serve as regional and sub-regional centres, at least three other areas present an opportunity for the development of tertiary nodes with much less threshold/sphere of influence, namely:

Page 11  Maluti;  Cedarville; and  Mzamba. Three main factors have influenced the selection of these areas, such as:

 Location in relation to major access routes, tertiary nodes that are located either along a primary or secondary corridor or at the intersection of the primary and secondary corridors;  Location in relation to large rural or urban settlements, which provides a threshold for services, rendered from these areas; and  Development potential based on the above two factors, and broad overview of the historical development of the areas as well as the current level of development.

3.4 DEVELOPMENT CORRIDORS

Development corridors in Alfred Nzo District Municipality occur at different scales depending on function and categorization of the transportation route that forms the basis of the corridor. They carry the flows of people and trade between two points (origin and destination) and encourages nodal development at strategic point.

3.4.1 PRIMARY CORRIDOR

The N2 is identified in the NSDP as a national corridor, and is recognised as such (strategic transport route) in the PSDP. It runs in a north to south direction almost dividing Alfred Nzo District Municipality into half and link the area with KwaZulu-Natal towards the north as well as Eastern Cape towards the south. The N2 is a high-speed limited access road providing access and intermodal connections at a national and provincial level. At a regional and local level, it presents an opportunity for the integration of Alfred Nzo to the national and provincial trade routes. It is a tourist route to the major tourist destinations in Eastern Cape. Development along this route should occur as follows:

 Facilitate the establishment of mixed land-use activity nodes at the intersection of the N2 and the regional or provincial routes. Activities that may locate in these areas include logistics, warehousing, light industry and commercial facilities. In the short to medium term, high value agricultural and located along the corridor should be protected, but in the long term, strategically located areas abutting onto the mixed land use nodes should be opened for development as mixed land use precincts.

3.4.2 SECONDARY CORRIDORS

R56 and R61 are the provincial routes that link Alfred Nzo with external significant nodes such as Kokstad, Port Edward and Mount Fletcher. Secondary to the N2, these routes serve as the main link between the Eastern Cape Province and KwaZulu-Natal Province. These are identified in the Provincial Spatial Development Plan (PSDP) - Eastern Cape as some of the Strategic Transport Routes.R56 is a multi-sectoral corridor as it facilitates access to agricultural zones in the Cedarville- Matatiele Area, tourism zones in the Ongeluksnek area and commerce and industry in Matatiele. It forms the basis for a road system that connects different parts of the municipal area.

Due to the current settlement patterns and population distribution, R61 has attracted a lot of settlement and establishment of business uses dependent on accessibility and population concentrations. The on-going densification along this route is resulting in R61 fulfilling the role of a

Page 12 residential access road. Development along R61 and R56 Development Corridor should follow the following guidelines:

 R61 and R56 are regional limited access and high speed public transport routes, as such direct access onto this road should be subject to the provincial road transport regulations.  Higher order land uses should be accommodated in the nodes, but lower order land uses could develop in a linear fashion subject to alternative access opportunities.  A 15m buffer should be observed from the boundary of the road reserve. This has implications for settlements that have encroached onto the buffer areas.

3.4.3 TERTIARY CORRIDORS

There are a number of existing roads that have potential to develop as tertiary development These corridors create opportunities to unlock new development areas through the use of a network of tertiary corridors. The key existing tertiary corridors include:

 The road from Matatiele to Lesotho through Maluti is one of the roads that carry huge volumes of vehicular and trade related traffic. It also provides access to a large number of peri- urban and rural settlements located just outside of Maluti. This road requires regular maintenance and upgrade as it has huge volumes of traffic;  Road to Ongeluksnek, which stretches nearly 15km outside of Matatiele. This road provides access to a tourist destination (tourism node) and block of high potential agricultural land located in the area. It also requires substantial upgrading and maintenance;  Proposed Maluti–Kingscote link road. This road will run along the foothills of the Drakensburg Range and thus provide strategic linkages and unlock tourism development potential of this area;  Road linking Matatiele and Ongeluksnek; Road linking Swartburg with both Matatiele and Cedarville; Road from Ntabankulu to N2 (leading to Mount Frere);  Road from Ntabankulu to Isilindeni; Mzamba-Mtentu Road; and  Other district roads provide access to clusters of rural service nodes and settlements. There is also proposed national route (i.e. Wild Coast toll route) that would be positioned from Mbizana (Mzamba) to Lusikisiki. According to the discussion with the South African Roads Agency Limited (SANRAL), this toll road will not replace the existing N2. Both routes will be under the authority of the Department of Transport but the description of the existing N2 may change.

Page 13 4. WATER REQUIREMENTS

This section provides an overview of the water requirements as calculated using the demand model developed for the purpose of this study. A summary is provided firstly for the District and then for each of the Local Municipalities. The total number of households (HH) as obtained from the 2011 Census and the number of households below RDP standards are also provided. (Households below RDP standards include all households having water supply – any form – further than 200m from the household).

Note that Water Supply Scheme (WSS) boundaries do not necessarily coincide with municipal boundaries. There are supply areas that traverse more than one Local Municipality. The water requirements reported on are per LM and if a WSS is split by a LM, the water requirements are reported based on this split.

4.1 WATER SUPPLY SERVICE LEVEL

According to Census 2011, the extent of the water supply backlog within the Alfred Nzo District Municipality is 63% with the majority of the households that still have no access to any water supply infrastructure. The details per LM are provided in Table 4.1: Stats SA Census 2011 Water Supply Levels below.

Table 4.1: Stats SA Census 2011 Water Supply Levels

Number of % of Total Water Supply Service Level Description Households Per LM

House Connection 9 799 Above RDP Standards Yard Connection 17 181 37%

At RDP Standards Communal Standpipe within 200m 36 034

Communal Standpipe within 200m - 500m 13 342 Below RDP Standard but with Communal Standpipe within 500m - 100m 4 978 13% Infrastructure Communal Standpipe within > 1 000m 3 512

No Services No Services 84 297 50%

Alfred Nzo Sub Total 168 143

House Connection 6 026 Above RDP Standards Yard Connection 7 632 57%

At RDP Standards Communal Standpipe within 200m 14 318

Communal Standpipe within 200m - 500m 5 275 Below RDP Standard but with Communal Standpipe within 500m - 100m 2 107 17% Infrastructure Communal Standpipe within > 1 000m 1 276

No Services No Services 12 854 26%

Matatiele Sub Total 49 488

House Connection 2 041 Above RDP Standards Yard Connection 5 990 47%

At RDP Standards Communal Standpipe within 200m 13 925

Below RDP Standard but with Communal Standpipe within 200m - 500m 4 332 15%

Page 14 Number of % of Total Water Supply Service Level Description Households Per LM

Infrastructure Communal Standpipe within 500m - 100m 1 487

Communal Standpipe within > 1 000m 985

No Services No Services 18 097 39%

Umzimvubu Sub Total 46 857

House Connection 1 089 Above RDP Standards Yard Connection 2 256 10%

At RDP Standards Communal Standpipe within 200m 1 334

Communal Standpipe within 200m - 500m 1 079 Below RDP Standard but with Communal Standpipe within 500m - 100m 743 5% Infrastructure Communal Standpipe within > 1 000m 778

No Services No Services 41 139 85%

Mbizana Sub Total 48 418

House Connection 643 Above RDP Standards Yard Connection 1 303 36%

At RDP Standards Communal Standpipe within 200m 6 457

Communal Standpipe within 200m - 500m 1 656 Below RDP Standard but with Communal Standpipe within 500m - 100m 641 12% Infrastructure Communal Standpipe within > 1 000m 473

No Services No Services 12 207 52%

Ntabankulu Sub Total 23 380

The majority of the backlogs reside within Mbizana LM (85%) and Ntabankulu LM (52%) as percentage of each LM’s total households. The Mbizana LM has the largest backlog in the ANDM of 43 739 households below RDP standards.

4.2 WATER LOSSES AND DEMAND MANAGEMENT

Page 15 Table 4.2: ANDM Water Conservation and Demand Management Initiatives

Project Project Name/Description Objective Status Quo/Comment No.

1 Costing of Water Service To determine the cost of water Service provider had been appointed Provisioning, Tariff Policy provisioning. to undertake the above stated project and Tariff Modelling Tool. To develop a tariff policy for the ANDM. i.e. Worley Parsons SA is currently engaged with acquiring relevant To develop a tariff modelling tool. information to develop the tool.

2 Review of the WCDM To review the current WCDM strategy Service provider had been appointed strategy document to include the Ntabankulu and but the project is still at Inception Mbizana LMs. stage.

3 Water Conservation To educate the communities of the Plenary sessions are being held Awareness Campaigns in ANDM about the importance of incorporation with Environmental the ANDM conserving water (thus, save water and Section of WSA Unit, Income Section report leakages in the water supply of BTO, DEAET, SANBI in system). preparation of the community Paying for water and sanitation services. outreach campaigns.

4 Water Resource Monitoring To install water level monitoring devices The Service Provider had been in borehole water sources, dams and appointed to supply, install monitoring reservoirs. devices and train the ANDM Endeavour to compile an accurate personnel on the operation of the calculation of water resources’ levels at automatic data logging system. the end of the financial year as required by the Auditor General.

5 Installation of automatic data To enhance water balance calculations The Project was advertised and is still logging system and bulk and improve on curbing water losses. at Tender stage. meters at the WWTP and To improve the operation of the water WTP inlets and outlets. treatment plants as required for the BDS and GDS compliance.

6 Supply and Installation of To enhance the revenue collection The Project had been advertised for consumer meters and system in the ANDM taking into account the Highlands Township at Bizana, devices in urban areas of the the FBW Service of 6 kℓ/HH/month. still at tender stage. ANDM.

7 Eradication of IAP’s and To eradicate IAP’s (Wattle, in particular) The project had been completed with restoration of ANDM and reduce erosion effects in the ANDM 360 ha of wattle eradicated at Catchments Dam Catchments as one of the ANDM Ntenetyana Dam Catchment. Catchment Management Strategy. Preparation had been made to move the project to the Belfort Dam Catchments such preparations include desktop mapping with production of GIS map sheets.

8 Water Inventory To improve on the billing system. The 2012 /2013 meter audit was conducted for the entire ANDM. To address issues pertaining to water losses. Active visible leak detection survey is currently being undertaken for the entire ANDM. Installation of PRV’s at Mt Frere, Mt Ayliff, Matatiele, Maluti and Cedarville is currently being undertaken by the appointed Service Provider, though the Project is poorly performed. To enhance water balance calculations Installation of bulk meters at the key billing points and zones including government institutions is currently being undertaken. Training of barefoot plumbers to attend to repairing of leaks was completed.

Page 16 Project Project Name/Description Objective Status Quo/Comment No.

9 Exploring other revenue To seek other means of revenue The Project had been advertised and collection system collection system in the ANDM. is still at tender stage.

10 Installation of consumer Continuation of the project to other meters and devices in urban areas i.e. Mt Frere, Ntabankulu and areas of the ANDM. Mt Ayliff.

11 Asset Replacement Plan The project will be undertaken under the water inventory objectives, a service provider will be sought to develop the Infrastructure Continuation of the project to other areas i.e. Mt Frere, Ntabankulu and Mt Ayliff.

12 Zone metering Installation of zone meters for detailed analysis of water balance – project will be undertaken under the water inventory objectives.

13 Eradication of IAPs and Similar approach as Ntenetyana Dam restoration of ANDM Catchment will be used at Belfort Catchments Dam catchment to eradicate IAPs.

Assessing demands includes water losses within the distribution network. The quantum of water loss is unknown, although, effective WCDM measures are required to allow the current systems to meet demands in the short term. The District Municipality’s non-revenue water is estimated to be 47,5%.

4.3 WATER DEMAND MODEL

The PSP engaged with each WSA to determine the current and planned level of service, which informed the potential development and service level growth for each settlement or town area. Furthermore, for the purpose of this study area – ANDM – the PSP utilised an approach also used in the All Towns Reconciliation Study for the DWS Northern Planning Region. In this approach, three scenarios were identified to make provision for progressively higher levels of service in areas, depending on the settlement or town type (guided by the characteristic of the settlement or town).

The water use categories applied for the various settlement or town categories are presented in Table 4.3: Settlement or Town Categories and Water Use. These categories were applied together with the service level scenarios and population growth rates, to determine the water requirements up to 2035.

Page 17 Table 4.3: Settlement or Town Categories and Water Use

Household Income Per Consumption Category Description Annum (l/c/d)

Very High Income; villas, large detached house, large 1 >R 1 228 000 410 luxury flats

2 Upper middle income: detached houses, large flats R 153 601 – R 1 228 000 295

Average Middle Income: 2 - 3 bedroom houses or flats 3 R 38 401 – R 153 600 228 with 1 or 2 WC, kitchen, and one bathroom, shower

Low middle Income: Small houses or flats with WC, one 4 R 9 601– R 38 400 170 kitchen, one bathroom

Low income: flatlets, bedsits with kitchen & bathroom, 5 R 1 – R 9 600 100 informal household

6 No income & informal supplies with yard connections 100

7 Informal with no formal connection 100

8 Informal below 25 l/c/d 100

It was found that the theoretical model’s water requirements that also made provision for water losses, aligned reasonably well with the actual water supply. Opportunities for WC/WDM could also be identified based on the expected water use and the actual water use.

4.3.1 WATER DEMAND FOR ALFRED NZO DISTRICT MUNICIPALITY

Table 4.4: Water Requirements (million m3 per annum) per Local Municipality and Table 4.5 Water Requirements (Mℓ/d), Per Local Municipality represents the water requirements (in million m³ per annum and Mℓ/d) for the ANDM and per Local Municipality. These water requirements were calculated for consumers having formal water supply schemes and for consumers not yet supplied from a formal water supply scheme. The Methodology Section in this report explains the approach to determine the theoretical water requirements and adjusted for water loss calculations.

Table 4.4: Water Requirements (million m3 per annum) per Local Municipality

Local Households HH Below Water Requirements (Million m³ per annum) Municipality (2011) RDP (2011) 2015 2020 2025 2030 2035

Matatiele 49 488 21 512 8,732 10,173 11,655 12,286 12,880

Mbizana 48 418 43 739 6,604 10,766 15,132 17,008 18,.932

Ntabankulu 23 380 14 977 3,391 4,325 5,288 5,415 5,490

Umzimvubu 46 857 24 901 6,865 8,087 9,346 9,521 9,629

TOTAL 168 143 105 129 25,592 33,352 41,421 44,230 46,931

All of the LMs in the District are largely rural, although there is at least one town in each of the municipalities. Furthermore the district comprises about 1 400 villages ranging in size from 4 to 8 540 people and extensive farmland around Cedarville under the Matatiele LM. According to the All Town Reconciliation Strategy Report for ANDM dated August 2011, the water supply situation in the urban centres is mostly adequate, except for Matatiele and water supply in the rural villages is not sufficient.

Page 18 Table 4.5 Water Requirements (Mℓ/d), Per Local Municipality

Local Households HH Below Water Requirements (Mℓ/d) Municipality (2011) RDP (2011) 2015 2020 2025 2030 2035

Matatiele 49 488 21 512 23,922 27,871 31,933 33,662 35,286

Mbizana 48 418 43 739 18,093 29,494 41,455 46,600 51,869

Ntabankulu 23 380 14 977 9,291 11,852 14,490 14,832 15,039

Umzimvubu 46 857 24 901 18,808 22,158 25,605 26,085 26,381

TOTAL 168 143 105 129 70,113 91,375 113,483 121,178 128,576

The 2035 water requirements per LM are presented in in the form of a pie chart, illustrating that the Mbizana LM will be the largest water consumer in the ANDM, requiring 40,3% of all water.

Diagram 4.1: 2035 Demand Per LM

4.3.1.1 Demand per Regional Water Scheme The water requirements for ANDM are presented in this section, per existing Water Supply Scheme (WSS) area and potential future Water Supply Intervention Area (WSIA) for the entire DM, thus covering all consumers in the municipality. Table 4.6: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA and Table 4.7: Water Requirements (Mℓ/d), Per Existing WSS and Potential WSIA represent the water requirements in million m³ per annum and Mℓ/d respectively.

Page 19 Table 4.6: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA

Households Population Water Requirements (Million m³ per annum) Local Municipality (2015) (2015) 2015 2020 2025 2030 2035

Kinira River Dam 46 958 190 942 8,284 9,627 11,009 11,600 12,154 WSS

Mbizana RBWS 51 985 297 667 6,604 10,766 15,132 17,008 18,932

Mkemane Dam 46 073 194 686 6,184 7,569 8,996 9,227 9,388 Integrated RWSS

Nkanji Dam 29 461 134 598 4,521 5,390 6,283 6,395 6,457 Integrated RWSS

TOTAL 174 477 817 893 25,592 33,352 41,421 44,230 46,931

The demand per water supply scheme provided in Mℓ/day is detailed in the table below.

Table 4.7: Water Requirements (Mℓ/d), Per Existing WSS and Potential WSIA

Households Population Water Requirements (Mℓ/d) Local Municipality (2015) (2015) 2015 2020 2025 2030 2035

MAT001: Kinira River Dam 46 958 190 942 22,693 26,376 30,162 31,781 33,297 Regional Water Supply Scheme

MBZ001: Mbizana Regional Water 51 985 297 667 18,093 29,494 41,455 46,600 51,869 Supply Scheme

UMZ001: Mkhemane Dam Integrated Regional 46 073 194 686 16,941 20,739 24,649 25,281 25,721 Water Supply Scheme

THB001: Nkanji Dam Integrated 29 461 134 598 12,386 14,766 17,217 17,517 17,689 Regional Water Supply Scheme

TOTAL 174 477 817 893 70,113 91,375 113,483 121,178 128,576

The Mbizana RBWSS supplying water to communities under the Mbizana LM has the largest projected 2035 demand amounting to 40,3% of the total demand from all the water schemes.

The aforementioned water requirements will be compared with the water demands used in all the existing regional planning studies that are currently underway within the ANDM.

Page 20 5. EXISTING WATER SUPPLY INFRASTRUCTURE

This section provides an overview of the available water resources as well as the current surface water supplied schemes and the larger groundwater schemes (not for individual consumption) in the ANDM. The figures illustrating the schemes are provided in Annexure B of this document.

Population figures were provided based on the 2011 Census, but the current water supplied, were obtained and confirmed from officials and based on recent technical reports.

The Water Supply Scheme (WSS) footprints were initially obtained from the DWS Reference Framework geodatabase (spatial database), but have been updated based on discussions with officials from the ANDM as well as the DM’s asset register. Only settlements or areas currently served by an existing scheme are reported on in this section.

5.1 WATER RESOURCE AVAILABILITY

According to the National Water Resource Strategy, the Mzimvubu to Keiskamma Water Management Area will have a positive water balance of 458 million m³ per annum until the year 2025. In the South African context, the area has abundant water resources and is not considered a water scarce area. However, the problem is that water resources are not utilised efficiently and water conservation is rarely practiced.

Although the rainfall in the area is not especially high, water requirements are less than the available yield of the catchments, with the result that the area is one of the few in the country that has surplus water available on a catchment wide basis.

Although it is estimated that significant quantities of groundwater could be abstracted in the area, the actual use of groundwater is relatively small. This is mainly attributed to the generally well-watered nature of the area and the wide occurrence of perennial surface streams, which reduces the need for groundwater abstraction

A list of the relevant dams with information about yield and allocation is given in Table 5.1: Major dams for domestic supply in ANDM area below.

Table 5.1: Major dams for domestic supply in ANDM area

Yield (million m3 per annum) Capacity Dam Name (million m³) Domestic Irrigation Other / Surplus

Ludeke Dam 14,5 8,8 TBC TBC

Mountain Dam 1,082 1,08* 0 0

Annie's Valley Dam 0,24 - - - Bon Accord No.2 Dam 0,084 - - -

Harbin Dam 0,073 - - -

Page 21 Yield (million m3 per annum) Capacity Dam Name (million m³) Domestic Irrigation Other / Surplus

Ntenteyana Dam 1,4 2,2 0 0

Belfort Dam 0,602 0,471 0 0,131

Total 17,981 12,551 - 0,131 (Source: ATS 2011) *Yield is for the combined mountain and town dam

5.2 AVAILABLE WATER RESOURCES AND INTERVENTIONS

Currently all towns are supplied by local surface water schemes, some of which are augmented by groundwater. In order to alleviate the shortfall in water supply and to allow for the required upgrade in the level of water services in some of the towns, several local intervention options are available, e.g.:

 Implement Water Conservation and Water Demand Management measures, to limit losses;  Upgrade of existing infrastructure to increase yield or assurance of supply;  Groundwater development;  Surface water schemes;  Water re-use for urban centres; and  Rainwater harvesting.

5.3 URBAN AND BULK WATER SUPPLY:PHYSICAL INFRASTRUCTURE

The urban and bulk water supply schemes are briefly described here, focusing on the source of abstraction, treatment (Water Treatment Plant – WTP), pumping, bulk distribution, storage and reticulation per Local Municipality. The information is sourced from the following various planning documents that are available:

 ANDM WSDP 2015/16;  Stats SA Census 2011;  DWS Reference Framework, November 2014; and  All Towns Reconciliation Strategies, 2011 (some currently under review).

5.3.1 MATATIELE LOCAL MUNICIPALITY

5.3.1.1 Matatiele Town Water Supply The town of Matatiele is currently supplied with potable water by a water treatment plant situated in the southern part of town. The town also receives water from a series of boreholes utilised predominantly for the new housing development of Harry Gwala Park. The 2Mℓ/d water treatment plant obtains raw water from two sources, namely Mountain Dam and Mountain Lake.

The current volume of water supplied by the water treatment plant and produced from the boreholes has been measured as approximately 3,1Mℓ/d (or 36ℓ/s). Of this total, the estimated supply from the boreholes is 0,35Mℓ/d (4ℓ/s) representing 11%. (This data has been sourced largely from recent water demand management and regional planning studies).

Page 22 In winter, the water level in the Mountain Dam can drop dramatically and supplementation of flow from the Mountain Lake is limited by the pipe size. In addition, inadequate monitoring and maintenance of the boreholes limit their effectiveness in supplementing supply to the town. Water from the water treatment plant is distributed under gravity to a network of domestic, commercial and institutional connections in the town. The boreholes located in the area of the old town pump directly into the network. The boreholes in the Harry Gwala Park pump to a high-level reservoir from where consumers are supplied under gravity.

The current population of the town is estimated at 7 150, although much of the water demand is from shops, institutions and businesses. The current estimated demand is 9,3Mℓ/d whereas the supply is around 3,1Mℓ/d.

Eleven exploratory boreholes were drilled and tested, and three of these exploratory boreholes were identified as potential production boreholes to meet the short-term needs of Matatiele Town.

A Service Provider (Beacon Consulting Engineers) has been appointed to manage design and construction of the rising main and equipping of the boreholes to augment the Matatiele town water supply.

5.3.1.2 Maluti Town Water Supply The Maluti Water Supply Scheme was built in the early 1980s by the former Transkei Government and was transferred to Alfred Nzo District Municipality in 2004. The scheme is located in the northern area of the Municipality and sources water from the Belfort Dam that is located on the slopes of the Drakensberg Mountains close to the Lesotho border. The scheme supplies potable water to the Town of Maluti, 15 rural villages and a military garrison that currently functions as a police camp. The total population served by the scheme is estimated to be 25 000 people.

Water from the Belfort Dam is fed under gravity to the Belfort Water Treatment Plant (sometimes also referred to as the Maluti Water Treatment Plant) through 13,5 km of steel and AC pipes. There are numerous leaks on the raw water line and considerable water is lost. The town of Maluti is currently supplied with potable water by a water treatment plant situated north-east of the town. The water treatment plant obtains raw water from the Belfort Dam, located approximately 15km to the north. The current volume of water being processed by the water treatment plant has been measured at approximately 0,6Mℓ/d (or 7ℓ/s).

Water from the water treatment plant is distributed under gravity to a network of domestic, commercial and institutional connections in the town. The boreholes pump directly into the main town storage reservoir.

The current population of the town is 6 046 residing within 1 464 households. There are also large informal areas surrounding the town that receive water from the same system. Much of the water demand is from shops, institutions, businesses and surrounding informal settlements and the current total water demand is estimated at 7,8Mℓ/d. The water treatment plant is a conventional plant with flocculent dosing, sedimentation, filtration through pressure filters and chlorination. The water treatment plant is able to operate at 13ℓ/s (1,12Mℓ/d), limited by the flow in the raw water line from the dam and the throughput of the filter pumps. Downstream from the treatment plant is a bulk

Page 23 supply system including over 30km of bulk supply pipelines, 7 pump stations and 19 storage reservoirs.

Internal reticulation to the RDP standard is provided to 15 villages. The town of Maluti has reticulated water supply with most consumers within the formal boundaries of the town enjoying household connections. The military garrison is fully reticulated and even has provision for the watering of horses that were used by the military in the past. It now operates as a police camp. Since transfer to the Alfred Nzo District Municipality, the scheme has suffered from numerous leaks and pipe bursts and many components may be getting to the end of their design life.

5.3.1.3 Cedarville Water Supply The town of Cedarville is currently supplied with potable water from three boreholes located within the town. No water meters are installed at the pump stations and it is therefore only possible to estimate the volume of water being abstracted. This is estimated to be 0.2Mℓ/day. Water from the boreholes is distributed under gravity to a network of domestic, commercial and institutional connections in the town after it has been disinfected at the high level reservoirs to the south of the town. The current population of the town is estimated at 4 400, although a significant proportion of the total demand may be from shops, institutions and businesses.

5.3.1.4 Standalone Rural Water Schemes in Matatiele LM In addition to the larger schemes, there are numerous standalone water schemes serving other rural communities in Matatiele. A number of these schemes are fed from groundwater sources by diesel- driven pumps; although a large number are also fed under gravity from springs and streams in the mountains. Rural operators are employed on a part-time basis and paid a monthly allowance to assist with the operation and maintenance of the water supply schemes.

5.3.2 MBIZANA LOCAL MUNICIPALITY

Water services infrastructure in the Mbizana LM is dominated by a substantial regional water supply scheme that supplies communities from the Ludeke Dam constructed on the Ludeke River. There are approximately 20 standalone water schemes in other communities and the majority of communities are very poorly served – below RDP standards for water supply and sanitation.

5.3.2.1 Ludeke Dam The Ludeke Dam is a clay cored rockfill dam with a side channel concrete-lined spillway constructed at the confluence of Ludeke and KuNtlamvukazi rivers. Intake works comprise of a reinforced concrete tower with an internal diameter of 4,0m. Outlet works comprise pipes with control valves. The Dam would ultimately be the main source of water supply to the whole of the Mbizana LM. Raw water is pumped from the Ludeke Darn for purification at the Nomlacu WTP.

5.3.2.2 Nomlacu Water Treatment Plant The Nomlacu WTP has a current capacity of 10,5Mℓ/d and but was designed in such a way that it could easily be upgraded to a 20Mℓ/d WTP. The raw water storage reservoir at the end of the pumping main has a capacity of 2 250 m3. The plant is designed to operate on two streams — each designed for 5Mℓ/d plus 10% losses to be delivered over 20 hours. The existing clarifying structures treat the sludge from the clarifiers and the backwash streams. The clear water storage is sized at 1 650m3 with allowance for a further 1 000m3 in the future. The treated water is conforming to SANS 241 Class 1 standards. However, once the whole of the Mbizana LM is connected to the source, the plant would be needed to be upgraded to a 33Mℓ/d.

Page 24 5.3.2.3 Standalone Rural Water Schemes in Mbizana LM There are approximately 20 standalone water schemes serving other communities in Mbizana. The majority of schemes are fed with water by diesel-driven pumps.

5.3.3 NTABANKULU LOCAL MUNICIPALITY

Water Services in Ntabankulu are now managed by the Alfred Nzo District Municipality, which fulfils the role of both Water Services Authority and Water Services Provider. The area previously fell under OR Tambo District, until July 2011 when it was transferred to Alfred Nzo District.

Water infrastructure has been developed in the area over the years and includes:

 Former DWS Schemes;  Small standalone schemes (constructed by agencies such as Mvula Trust);  New schemes constructed by the District Municipality; and  Schemes recently funded by other agencies (i.e. Japanese Government).

5.3.3.1 Ntabankulu Town Water Supply Ntabankulu Town Water Supply Scheme receives its water from two sources, namely two boreholes and the Ntabankulu Forest Dam. Raw water gravitates to the waterworks through an approximately 4,3km long, 160 mm diameter pipeline. The water from the boreholes is pumped through a 75mm diameter pipe to one of the two clear water reservoirs located at the treatment plant (0,84 Mℓ/d capacity). The town and its residential areas are supplied from these two reservoirs through a 160mm diameter pipeline that decreases to various diameters within the reticulation network.

Treatment at the Ntabankulu Water Treatment Plant is achieved through dosing the raw water with aluminium sulphate (“alum”), water clarification in an up-flow clarifier, filtration in an enclosed vertical, self-backwashing, filter and disinfection with HTH tablets.

5.3.3.2 Standalone Water Schemes in Ntabankulu LM There are approximately 50 standalone water schemes serving other communities in Ntabankulu. The majority of schemes are fed with water by diesel-driven pumps. A particular challenge in Ntabankulu is that the steep valleys mean that considerable pumping is required to bring water to the people. An example is the Dambeni Water Supply Scheme (funded by the Japanese Government), where multi-stage pumping using electrical pumps is required.

5.3.4 UMZIMVUBU LOCAL MUNICIPALITY

5.3.4.1 Mount Ayliff Town Water Supply The town of Mount Ayliff is currently supplied with potable water from a water treatment plant situated to the west of the town. This water treatment plant obtains raw water from two sources, namely a pumped water supply from the Mzintlava River and a weir that captures spring water from the valley above the works. The current volume of water being processed by the water treatment plant has been measured at approximately 1,4Mℓ/d (or 161ℓ/s). Of this, around 40ℓ/s (25%) is sourced from the gravity weir and 121ℓ/s (75%) from the Mzintlava River.

In order to address the water supply challenges faced by Mount Ayliff, Alfred Nzo DM, is progressively rolling out Regional Bulk Water Infrastructure across the whole district. In the Mount Ayliff area, this proposed regional bulk infrastructure centres on a proposed future dam in the Sirhoqobeni Valley, some 10km from the town. Such a dam will take many years to develop. In the

Page 25 short-term, a new weir supply is being developed to supply the town. The new weir supply will feed raw water from four weirs on Ntsizwa Mountain to the water treatment plant at Mount Ayliff. These weirs are in the valleys of Sirhoqobeni, Ndikini and Nkanji.

The weirs are projected to supply an additional 40ℓ/s to the water treatment plant to augment the current supply from the gravity weir and from the Mzintlava River. The DM also has plans to upgrade the capacity of the current Mount Ayliff Water Treatment Plant to accommodate this additional raw water supply.

5.3.4.2 Mount Frere Water Supply The town of Mount Frere is currently supplied with potable water by a water treatment plant situated above the town. This water treatment plant obtains raw water from the Ntenetyana Dam that is situated 17km upstream. The Dam is an earthfill embankment structure situated on the Ntenetyana stream, which is a tributary of the Mzimvubu River. The Ntenetyana Dam is an existing Category 2 dam, some 24m high and with a full supply capacity of 0,6 MAR or 1,62 million m3 and is the sole source of water for the KwaBacha RWSS. The updated 98% yield of the dam is 0,9 million m3 per annum or 2,5Mℓ/d incorporating provision for a Class C EFR amounting to 22,5% MAR.

ANDM is currently implementing augmentation works at the Ntenetyana Dam, including provision of a raw water pump station and new WTP facility, as well as duplication of the existing 300ND gravity main with a new 400ND pipeline, discharging to the existing KwaBacha WTP located on the outskirts above Mount Frere. The planned Phase 1 capacity of the WTP is 6,5Mℓ/d with provision for duplication in the future to 13,0Mℓ/d. On commissioning of Phase 1, it is planned to de-commission the existing KwaBacha WTP.

Page 26 6. BULK WATER SUPPLY PROJECTS CURRENTLY IN PLANNING

The existing funding grants for the municipal capital projects and operating subsidies for water services are mainly funded by the Municipal Infrastructure Grant (MIG) followed by the Regional Bulk Infrastructure Grant (RBIG) and the Municipal Water infrastructure Grant (MWIG). The main objective of MIG is to assist WSAs by providing grant funding in removing the backlog concerning basic municipal services to poor households. RBIG focusses on the infrastructure required to connect or augment the water resource on a macro1 or sub regional 2scale (over vast distances3), with internal bulk and reticulation systems or any bulk supply infrastructure that may have a significant impact on water resources in terms of quantity and quality. The bulk infrastructure that would have a “significant impact on water resources” includes:

 Any bulk scheme that is designed for maximum demand of 5 Mℓ/d or more;  Any waste water treatment plant that discharges into a fresh water resource system; and  Any water treatment plant that is designed for a maximum demand of more than 2Mℓ/d. An Interim/Intermediate Water Supply Programme (IIWSP) was initiated in 2012 by the Minister of Water Affairs as recognition of the plight of the many people without services, particularly in rural areas. The purpose of this programme was not to duplicate other existing programmes or initiatives but to supplement them were there are gaps and to provide some short-term and quick win solutions. The programme also envisaged addressing functionality related problems and not only addressing new infrastructure requirements. This resulted in the establishment of the MWIG to fund the IIWSP.

6.1 REGIONAL BULK WATER PROJECTS IN PLANNING

For the purpose of this study, the existing regional bulk projects were considered and evaluated to identify potential gaps within the existing project footprints to the extent that a total “wall-to-wall” bulk water services needs perspective is visualised and realised. This was done in the context to improve access to basic services but at the same time support economic growth and development and ensure sustainable services.

The funding streams for infrastructure development over the next three years are tabled within Table 6.1: Grant Funding Streams overleaf.

1 “Macro” is defined as infrastructure serving extensive areas across multi-municipal boundaries 2 “Sub-regional” is defined as large regional bulk infrastructure serving numerous communities over a large area normally within a specific district or local municipal area 3 Over “vast distances” is considered as any distances greater than 5 km

Page 27 Table 6.1: Grant Funding Streams

Grant No of Total Cost Funding FY 2015/16 FY 2016/17 FY 2017/18 Total MTEF Projects Requirement Programme

23DM/MWIG 57 R 172 295 000 R 91 071 000 R 90 219 000 R 167 241 000 R 348 531 000

MIG 47 R 3 699 378 850 R 532 295 000 R 554 186 000 R 587 000 000 R 1 673 481 000

RBIG 8 R 4 763 210 337 R 42 479 887 R 230 000 000 R 266 789 164 R 539 269 051

R 8 634 884 187 R 766 555000 R 665 845 887 R 874 405 000 R 1 021 030 164

The existing cost requirement for water services within ANDM is R 8,6 billion rand and represents a wall-to-wall coverage of the total need. Substantial planning studies have been conducted that were taken in consideration when the overall bulk supply intervention areas were determined. The existing bulk interventions currently in planning are tabled within Table 6.2: RBIG Water Supply Interventions currently in planning below.

Table 6.2: RBIG Water Supply Interventions currently in planning

Project Total Cost FY 2015/16 FY 2016/17 FY 2017/18 LM No Project Name Project Description Requirement

Feasibility for development of ECR001 // Matatiele Bulk Kinira Valley Dam, F/ECDC44 Water Supply includes 5ML Matatiele /001/W Scheme Reservoir R 872 397 365 R 25 000 000 R 66 000 000 R 36 209 372

Mbizana Regional Mbizana Bulk Water Supply. Regional Bulk Phases 2 - 4 to Mbizana ECR008 WS (Phase 1) follow. R 910 843 303 R 13 081 967 R 90 000 000 R 120 936 884

ECR044 // Ntabankulu Ntabankulu Ntabankul N/ECDC4 Regional Bulk Regional Bulk Water u 4/038/W Water Supply Supply R 1 492 145 109 R 0 R 1 500 000 R 11 000 000

Mount Ayliff Bulk Water Mount Ayliff Bulk Umzimvu Supply Water Supply bu ECR036 Scheme Scheme R 164 200 000 R 1 897 920 R 50 000 000 R 40 642 908

Alfred Nzo (Umzimvubu N/ANDM/P LM) Regional Umzimvu MU/33/18/ Bulk Water Mkemane Regional bu 10/07 Supply BWSS R 1 101 266 560 R 0 R 2 500 000 R 10 000 000

Mount Ayliff - Bulk Peri Umzimvu N/ECDC4 Urban Water bu 4/002/W/S Supply Phase 1 to Phase 3 R 187 358 000 R 2 500 000 R 20 000 000 R 48 000 000

Alfred Nzo (Umzimvubu Feasibility for LM) Regional development of Umzimvu N/ECDC4 Bulk Water Soroqobeni River bu 4/039/W Supply Dam in Mount Ayliff R 35 000 000 R 0 R 0 R 0

R 4 763 210 337 R 42 479 887 R 230 000 000 R 266 789 164

The total MTEF 2015/18 over the next three years shows a total allocation of R 539 million for regional bulk. However, the total bulk requirement is R 4,7 billion. This would result in ANDM taking

Page 28 at least seven (7) years to address their total bulk infrastructure needs. The details of the projects are provided within the paragraphs hereafter.

6.1.1 ECR001//F/ECDC44/001/W: MATATIELE BULK WATER SUPPLY SCHEME

The scope of work includes the provision of bulk water to the Matatiele LM, including the towns of Matatiele, Maluti, Cedarville, and all of the rural villages in the 26 Wards within the boundaries of the Local Municipality. The project objective is to investigate, develop, design and implement an economic, sustainable and viable regional bulk water supply infrastructure for the entire Matatiele Local Municipality.

The recommended development option includes the development of the proposed Kinira River Dam as primary bulk water source with the wellfields as interim and supplementary water source and would therefore comprise of the following.

 The Kinira River Dam development;  Incorporation of the Wellfield development;  Incorporation of existing water sources, where possible;  Water Treatment Plant;  Primary Bulk Distribution Network; and  Secondary Bulk Water Distribution Network.

6.1.2 ECR008: MBIZANA REGIONAL BULK WS(PHASE 1)

This project commenced in 2009 and comprised of the development of the Ludeke Dam on the Ludeke River that would ultimately supply the whole of the Mbizana LM. The construction of the Ludeke Dam and the Nomlacu WTP is now completed. The construction of the raw water pumping infrastructure with a capacity of 22Mℓ/d was completed in December 2013. The dam construction was completed in 2014. The capacity of the dam is 6Mm3 per annum or average 16,5Mℓ/d. The upgrade and extension of the Nomlacu Water Treatment Plant (WTP) was completed in April 2012.

6.1.3 INTEGRATED UMZIMVUBU AND NTABANKULU REGIONAL BULK WATER SUPPLY

The integrated supply will include the following RBIG projects:

 ECR044 // N/ECDC44/038/W Ntabankulu Regional Bulk Water Supply;  ECR036: Mount Ayliff Bulk Water Supply Scheme;  N/ANDM/PMU/33/18/10/07:: Alfred Nzo (Umzimvubu LM) Regional Bulk Water Supply;  N/ECDC44/002/W/S: Mount Ayliff - Bulk Peri Urban Water Supply; and  N/ECDC44/039/W: Alfred Nzo (Umzimvubu LM) Regional Bulk Water Supply. It is envisaged that the Mkemane Dam would supply water to the Mount Frere area of Umzimvubu Municipality as well as western and southern regions of Ntabankulu Municipality. The Nkanji/Mvalweni dam would supply the Mount Ayliff area of Umzimvubu Municipality as well as northern and eastern regions of Ntabankulu Municipality. Water treatment plant will be located downstream of the proposed dams and bulk potable water supply pipelines will convey potable water from the WTPs to command reservoirs strategically placed within each supply region. Initial investigations have indicated that the bulk pipelines would generally operate under gravity except for isolated localised areas that might require booster pumps. Internal bulk gravity water schemes will be devised to link the command reservoirs to existing and proposed new localised terminal reservoirs within the communities.

Page 29 The aforementioned RBIG projects are supplemented by MIG projects to address the internal water reticulation. The following MIG projects are included within ANDM’s 3-year MTEF funding plan and listed below.

Page 30 Table 6.3: ANDM MIG Water Supply Projects

Total Cost LM Project Number Project Name and Description FY 2015/16 FY 2016/17 FY 2017/18 Requirement

N/ANDM/PMU/06/07/MIG Maluti /Ramohlakoana - Bulk Water Matatiele 001-003 Supply Not in Phases R 44 500 000 R 6 500 000 R 0 R 0

Matatiele N/ECDC44/014/W Balfour Dam Not In Phases R 7 000 000 R 0 R 0 R 0

Ngqumane Villages Water Matatiele N/ECDC44/022/W Ngqumane Villages Water Supply Supply R 18 954 943 R 0 R 0 R 0

Matatiele Ward 5 Water Project (includes feasibility Matatiele N/ECDC44/033/W Matatiele Ward 5 Water Project study) R 204 103 706 R 0 R 0 R 0

Matatiele Ward 7 Water Matatiele N/ECDC44/034/W Matatiele Ward 7 Water Project Project R 136 918 078 R 0 R 0 R 0

Matatiele Ward 15 Water Project (includes feasibility Matatiele N/ECDC44/035/W Matatiele Ward 15 Water Project study) R 93 310 748 R 0 R 0 R 0

Matatiele Ward 16 Water Matatiele Ward 16 Water Supply & Supply & Storage Project Matatiele N/ECDC44/036/W Storage Project (includes feasibility) R 19 450 000 R 3 300 000 R 0 R 0

Matatiele Ward 22 Water Project (includes feasibility Matatiele N/ECDC44/037/W Matatiele Ward 22 Water Project study) R 153 061 502 R 0 R 0 R 0

Matatiele Water 4 Water Supply Matatiele Water 4 Water Matatiele N/ECDC44/038/W Scheme Supply Scheme R 45 746 142 R 0 R 0 R 0

Matatiele N/ECDC44/040/W Tholang Water Supply Tholang Water Supply R 5 353 426 R 0 R 0 R 0

Matatiele N/ECDC44/042W Bedford Bulk Pipes Bedford Bulk Pipes R 8 000 000 R 0 R 0 R 0

Hlomdenlini Water Supply Matatiele N/ECDC44/066/W Hlomdenlini Water Supply Scheme Scheme - Phase 2 R 3 647 674 R 0 R 0 R 0

Fobane Sub Regional - Matatiele W/EC/6929/09/12 Fobane Sub Regional Phase 1 and Phase 2 R 301 851 060 R 10 500 000 R 0 R 0

Matatiele W/EC/7656/09/11 Tholamela Sub-Regional water supply Tholamela Sub-Regional R 84 000 000 R 15 000 000 R 0 R 0

Page 31 Total Cost LM Project Number Project Name and Description FY 2015/16 FY 2016/17 FY 2017/18 Requirement

Mbizana Raw Water Mbizana Raw Water Augmentation Augmentation Scheme Mbizana EC532 Scheme (Ludeke Dam) (Ludeke Dam) R 74 933 583 R 0 R 0 R 0

Mbizana Water supply to Wards 11, 14 Mbizana Water supply to Mbizana N/DC15/067/W & 16 Wards 11, 14 & 16 R 191 004 600 R 0 R 0 R 0

Mbizana Feasibility Study for Wards Mbizana Feasibility Study for Mbizana N/DC15/068/W 21, 23 & 24 Wards 21, 23 & 24 R 9 854 616 R 0 R 0 R 0

Mbizana Feasibility Study Mbizana Feasibility Study Water Water Supply Cluster 3 for Mbizana N/DC15/069/W Supply Cluster 3 for Wards 25, 27 & 28 Wards 25, 27 & 28 R 14 072 730 R 0 R 0 R 0

Mbizana Water Supply Mbizana Water Supply Scheme to Scheme to Wards 10, 12, 13 Mbizana N/DC15/070/W Wards 10, 12, 13 & 15 & 15 R 258 423 871 R 0 R 0 R 0

Greater Mbizana Water Greater Mbizana Water Supply Phase Supply Phase Reticulation Mbizana N/ECDC44/041/W Reticulation (Phase 1A & 1B) (Phase 1A & 1B) R 848 166 678 R 20 000 000 R 0 R 0

Mbizana Ward 29 & 30 Feasibility Mbizana Ward 29 & 30 Mbizana N/ECDC44/069/W Study Feasibility Study R 8 180 480 R 0 R 0 R 0

Nyokweni Water / Bomvini Regional Upgrading of abstraction Ntabankulu N/DC15/032/W Bulk Supply - Phase 2 point and Bomveni R 73 664 610 R 7 000 000 R 0 R 0

Extension of Mfundisweni Water Extension of Mfundisweni Ntabankulu N/DC15/033/W Supply Water Supply R 5 000 000 R 0 R 0 R 0

Ntabankulu Ward 14 Ntabankulu Ward 14 Feasibility Study Feasibility Study Potable Ntabankulu N/DC15/037/W Potable Water Water R 3 053 359 R 0 R 0 R 0

Ntabankulu Ward 3 & 4 Ntabankulu Ward 3 & 4 Water Supply Water Supply Scheme Ntabankulu N/DC15/038/W Scheme Feasibility Phase Feasibility Phase R 4 943 699 R 0 R 0 R 0

Ntabankulu Ward 17 & 18 Ntabankulu Ward 17 & 18 Water Water Supply Feasibility Ntabankulu N/ECDC44/067/W Supply Feasibility Study Study R 5 476 228 R 0 R 0 R 0

Page 32 Total Cost LM Project Number Project Name and Description FY 2015/16 FY 2016/17 FY 2017/18 Requirement

Ntabankulu Ward 12 Ntabankulu Ward 12 Feasibility Study Feasibility Study Potable Ntabankulu N/ECDC44/068/W Potable Water Water R 2 610 178 R 0 R 0 R 0

Toleni Water Supply Phase Umzimvubu EC346 Toleni Water Supply Phase 2 2 R 2 000 000 R 0 R 0 R 0

Umzimvubu Regional Water Umzimvubu ECDC15/106/W/06/07 Umzimvubu Regional Water Supply Supply R 116 251 036 R 25 000 000 R 0 R 0

Umzimvubu Potable water Umzimvubu Potable water supply supply Cluster 2 to Wards 3 Umzimvubu N/DC15/071/W Cluster 2 to Wards 3 & 17 & 17 R 12 617 290 R 0 R 0 R 0

Umzimvubu Feasibility Study Cluster 1 Umzimvubu Feasibility Study to Wards 20 & 21 Water Supply Cluster 1 to Wards 20 & 21 Umzimvubu N/DC15/072/W Scheme Water Supply Scheme R 5 632 461 R 0 R 0 R 0

Mount Frere Water and Sewerage Umzimvubu N/ECDC44/001/W/S Provision Not In Phases R 29 500 000 R 0 R 0 R 0

Cabazana Bulk Water Supply (Phase 1 and Phase Umzimvubu N/ECDC44/002/W Cabazana Bulk Water Supply 2) R 100 501 789 R 6 806 850 R 0 R 0

Umzimvubu N/ECDC44/015/W Mt.Frere Bulk Water Supply Not in Phases R 26 000 000 R 0 R 0 R 0

Siqhingeni Water Supply Umzimvubu N/ECDC44/023/W Siqhingeni Water Supply (includes feasibility study) R 30 092 055 R 1 500 000 R 0 R 0

Umzimvubu N/ECDC44/026/W Fog Water Harvest Fog Water Harvest R 2 000 000 R 0 R 0 R 0

Umzimvubu Ward 6 Water Umzimvubu Ward 6 Water Supply Supply Project (feasibility Umzimvubu N/ECDC44/027/W Project phase) R 69 984 874 R 0 R 0 R 0

Umzimvubu Ward 13 Bulk Umzimvubu Ward 13 Bulk Water Water Supply (includes Umzimvubu N/ECDC44/028/W Supply Project source development) R 121 896 096 R 5 000 000 R 0 R 0

Umzimvubu Ward 14 Water Umzimvubu Ward 14 Water Supply Supply Scheme - Umzimvubu N/ECDC44/029/W Scheme Implementing Phase R 123 601 108 R 15 000 000 R 0 R 0

Page 33 Total Cost LM Project Number Project Name and Description FY 2015/16 FY 2016/17 FY 2017/18 Requirement

Umzimvubu Ward 22 Water Project (feasibility study Umzimvubu N/ECDC44/030/W Umzimvubu Ward 22 Water Project included) R 51 253 668 R 0 R 0 R 0

Umzimvubu Ward 24 Water Project - Implementing Umzimvubu N/ECDC44/032/W Umzimvubu Ward 24 Water Project Phase R 95 528 684 R 0 R 0 R 0

Ntibane Water Supply - Umzimvubu W/EC/6701/06/08 Ntibane Water Supply Phase 2 R 88 798 481 R 20 000 000 R 0 R 0

Umzimvubu W/EC/7163/09/10 Hlane Water Supply Not In Phases R 36 000 000 R 1 500 000 R 0 R 0

Umzimvubu W/EC/8450/08/11 KwaBaca Regional Water Supply Section 1 - 4 R 56 894 231 R 0 R 0 R 0

Qwidlana Water Supply Umzimvubu W/EC/8650/10/12 Qwidlana Water Supply Project Area 5 Project Area 5 R 78 730 353 R 15 000 000 R 0 R 0

Umzimvubu W/EC/8735/10/12 Cabazi Water Supply Cabazi Water Supply R 24 814 813 R 0 R 0 R 0

Umzimvubu Cabazi Water Supply Cabazi Water Supply 24814813 R 0 R 0 R 0

R 3 697 378 850 R 152 106 850 R 0 R 0

Page 34 7. SYNOPSIS OF EXISTING AND COMMITTED SCHEMES

7.1 GAP ANALYSIS

A gap analysis has been undertaken for the water schemes in the ANDM. The gap analysis has taken into account all current planning interventions by the WSA. In this regard, the entire Alfred Nzo District has been demarcated into regional water schemes in line with short and long-term plans by the WSA. A total of four (4) schemes have been identified and are as follows:

1. MAT001: Kinira River Dam WSS; 2. BIZ001: Mbizana RBWSS; 3. UMZ001: Mkhemane Dam Integrated Regional WSS; and 4. TBN001: Nkanji Dam Integrated Regional WSS.

The gap analysis for the four regional schemes is discussed under this section.

7.1.1 MAT001: KINIRA RIVER DAM WSS

The town of Matatiele is currently supplied by a 3,1Mℓ/d water treatment plant situated above the town. The town also receives water from a series of boreholes. This is particularly true of the new housing development known as Harry Gwala Park. The water treatment plant obtains raw water from two sources, namely the ‘so-called’ Mountain Dam and Mountain Lake. The current volume of water being processed by the water treatment plant and produced from the boreholes has been measured at approximately 3,1Mℓ/day (or 36ℓ/s). Of this total, the estimated supply from the boreholes is 0,35Mℓ/day (4ℓ/s) representing 11%. (This data has been sourced largely from recent water demand management and regional planning studies).

In winter, the water level in the Mountain Dam can drop dramatically and supplementation of flow from the Mountain Lake is limited by the pipe size. Water from the water treatment plant is distributed under gravity to a network of domestic, commercial and institutional connections in the town. The boreholes located in the area of the old town pump directly into the network. The boreholes in Harry Gwala Park pump to a high-level reservoir from where consumers are supplied under gravity.

The current population of the town is estimated at 4 000, although much of the water demand is from shops, institutions and businesses. The current estimated demand is 5,5 Mℓ/day whereas the supply is around 3,1Mℓ/d.

To address this shortfall in supply, Alfred Nzo District Municipality is currently developing infrastructure to augment the supply to the town from a new wellfield that is being developed in the Kinira River Valley. Three of the boreholes were identified as potential production boreholes to meet the short-term needs of Matatiele Town. A Service Provider (Beacon Consulting Engineers) has been appointed to manage design and construction of the rising main and equipping of the boreholes to augment the Matatiele water supply.

The supply area is also composed of a number of standalone schemes that source water from weirs and springs. The water is supplied to the communities without treatment.

Page 35 Table 7.1: Kinira River Dam WSS Summary

2035 Demand Dam Dam Yield Capacity Requirement Scheme Name Source Capacity WTP Name (Mm³ per (Mm³ per (Mm³ per (Mm³) annum) annum) annum)

Mountain Dam Matatiele Town (Keneka 1,082 1,080 Matatiele WTP 1,095 Supply River)

Harry Gwala Park 6 Boreholes 0,630

Maluti Scheme Belfort Dam 0,602 Maluti WTP 0,365

Boreholes 0,095 12,15 Masalaka Water Boreholes & 0,088 Nil Scheme Springs

Madlangala Water Weir 0,123 Nil Scheme

Other Rural Weirs 1,093 Nil Schemes

Total 3,711 1,460 12,15

There is a shortfall of 8,439 Mm³ per annum (23,12Mℓ/d) in the available raw water supplies to the meet the projected 2035 water scheme area requirements. There is also a 10,69 Mm³ per annum (29,3Mℓ/d) shortfall in the water treatment requirements. There is no data on bulk pipeline (raw and clear water) as well storage capacities to make a gap analysis. In determining the requirements for bulk pipelines and storage, it will be assumed that there is no infrastructure for analysis purposes.

7.1.2 UMZ001: MKHEMANE DAM INTEGRATED REGIONAL WATER SCHEME

Mount Frere Town and surrounding villages are supplied from Ntenetyana Dam via the KwaBhaca Water Supply Scheme. The dam is situated on the Ntenetyana River and has a capacity of 1,7 million m3. It is an earthfill dam with a 24m high wall and a side channel spillway. The entire yield of the dam is estimated at 2,201 Mm3 per annum with all the water allocated for domestic supply to the scheme. This yield is currently restricted by the capacity of the water treatment plant, which can only treat 1,095 million m3 per annum (3,0Mℓ/d).

Other villages in the water scheme footprint are supplied from a combination of springs and boreholes. The summary of the Mkhemane Dam Integrated Regional Water Supply Scheme is as detailed in the table below.

Table 7.2: Mkhemane Dam Integrated Regional Water Scheme Summary

2035 Demand Dam Dam Yield Capacity Requirement Scheme Name Source Capacity WTP Name (Mm³ per (Mm³ per (Mm³ per (Million m³) annum) annum) annum)

Ntenetyana KwaBhaca Water Dam Mount Frere 1,7 2,201 1,095 Supply Scheme (Ntenetyana WTP River) 9,388

Other Rural Springs and No data Nil Schemes boreholes

Total 2,201 1,095 9,388

Page 36 From the table above, it is noted that there is a shortfall of 7,187,Mm³ per annum(19,7Mℓ/d) in the available raw water supplies to meet the water scheme area requirements. There is also an 8,293Mm³ per annum (22,7Mℓ/d) shortfall in the water treatment requirements. There is no data on bulk pipeline (raw and clear water) as well storage capacities to make a gap analysis. In determining the requirements for bulk pipelines and storage, it will be assumed that there is no infrastructure for analysis purposes.

7.1.3 NTB001: NKANJI DAM INTEGRATED REGIONAL WATER SCHEME

The town of Mount Ayliff is currently supplied with potable water from a water treatment plant situated above the town. This water treatment plant obtains raw water from two sources, namely a pumped water supply from the Mzintlava River and a weir that captures spring water from the valley above the works. The current volume of water being processed by the water treatment plant has been measured at approximately 1,4Mℓ/d (or 161ℓ/s). Of this, around 40ℓ/s (25%) is sourced from the gravity weir and 121ℓ/s (75%) from the Mzintlava River. Mount Ayliff WTP is a conventional plant with a capacity of 2,5 Mℓ/d (0,913 million m3 per annum).

Other villages in the water scheme footprint are supplied from a combination of springs and boreholes and there is no information on the water treatment facilities thereof. The summary of the Nkanji Dam Integrated Regional Water Supply Scheme is detailed in the table below.

Table 7.3: Mkhemane Dam Integrated Regional Water Scheme Summary

2035 Demand Dam Dam Yield Capacity Requirement Scheme Name Source Capacity WTP Name (Mm³ per (Mm³/a) (Mm³ per (Million m³) annum) annum)

Mount Ayliff Water Mzintlava - 0,621 Mt Ayliff WTP 0,913 Scheme River & spring 6,457

Other Rural Springs and No data Nil Schemes boreholes

Total 0,621 0,913 6,457

From the table above, it is noted that there is a shortfall of 5,836Mm³ per annum (16Mℓ/d) in the available raw water supplies to meet the water scheme area requirements. There is also a 5,544Mm³ per annum (15,2Mℓ/d) shortfall in the water treatment requirements. There is no data on bulk pipeline (raw and clear water) as well storage capacities to make a gap analysis. In determining the requirements for bulk pipelines and storage, it will be assumed that there is no infrastructure for analysis purposes.

7.1.4 MBZ001: MBIZANA REGIONAL BULK WATER SCHEME

Bizana Town is supplied from a regional bulk water supply scheme that will, once fully developed, be able to supply 20 Mℓ/day of potable water to 266 000 people within the Mbizana Local Municipality (with an average of 75 litres per capita per day).

The source of raw water is the Ludeke Dam, which is located at the confluence of the Ludeke and kuNtlamvukazi Rivers (tributaries of the Mtamvuna River) approximately 16km north-west of Bizana Town. From the Ludeke Dam raw water is pumped to the Nomlacu Water Treatment Plant for treatment and onward supply to Bizana Town and communities within the municipality.

Page 37 The Nomlacu WTP (which originally had a capacity of approximately 1.5Mℓ/d and was supplied by the Bizana Dam and a weir on the Ludeke River) has been upgraded and extended to a Phase 1 capacity of 10Mℓ/d. When completed, Phase 2 of the works will have a capacity of 20Mℓ/d.

There are approximately 20 stand-alone water schemes serving other communities in Mbizana. The majority of schemes are fed with water by diesel-driven pumps. The summary of the Mbizana RBWSS is detailed in the table below.

Table 7.4: Mbizana Regional Bulk Water Supply Scheme Summary

Dam 2035 Demand Dam Yield Capacity Scheme Name Source Capacity WTP Name Requirement (Mm³/a) (Million m³) (Mm³/a) (Mm³/a)

5,128 Phase 1: 3,650 Mbizana RBWSS Ludeke Dam 14,945 (at 98% Nomlacu WTP 7,300 assurance Phase 2: of supply) 7,300

Other Rural Springs and N/A N/A Nil No data Schemes boreholes

Total 14,945 5,128 7,300 7,300

From the table above, there is a shortfall of 2,172 Mm3 per annum in available raw water when compared to a projected demand of 7,300 Mm3 per annum. Augmentation from the Mtamvuna River could be considered to meet future raw water requirements. Based on the estimated 2035 demand requirements, sufficient treated water capacity will be available once Nomlacu WTP Phase 2 has been completed.

The Raw Water Supply System is owned by the Department of Water and Sanitation, and is currently being operated by Umgeni Water under an interim two-year contract until August 2017. The Nomlacu WTP and Bulk Treated Water Supply System are being operated by Alfred Nzo District Municipality. Ownership will be transferred by the Department of Water and Sanitation in due course.

7.2 SCHEME RE-DEMARCATION

As previously stated, the ANDM has embarked on the development of wall-to-wall regional bulk water plans to address their water supply need. These wall-to-wall supply areas were determined by the most sustainable water resource and the extent of these water supply intervention areas were not limited in all instances to Local Municipal Boundaries. Dam developments were proposed in all four areas with the Ludeke Dam already operational within the Mbizana Local Municipality. These dam developments will ultimately be the only major sources that would supply water to all the consumers within the ANDM’s area of jurisdiction and existing scheme infrastructure will be augmented or upgraded where possible to accommodate the increased supply volumes. The proposed intervention areas will also fall within the ANDM’s current water services provision and operational arrangements.

Page 38 8. BULK WATER SUPPLY INTERVENTIONS CONSIDERED – RECONCILIATION

8.1 PROPOSED WALL-TO-WALL WATER SUPPLY INTERVENTION AREAS

This section details the water supply reconciliation options for bulk water services within the ANDM – considering exiting use and future supplies and water sources, per scheme area. It must be noted that the water supply intervention areas (WSIAs) were demarcated based on all the existing planning initiatives that are currently underway within the ANDM. However, the demand model that was proposed to be used within this project will be used to test the viability of these existing proposed infrastructure interventions. The cost requirements for the demand model interventions are based on the infrastructure development cost proposed by the Client and these interventions will also be compared to the cost requirements of the existing proposed infrastructure interventions.

8.2 MAT001 WSIA: MATATIELE REGIONAL BULK WATER SUPPLY

8.2.1 DEMAND MODEL INTERVENTION

8.2.1.1 Water Demand The water demand of this area for all the villages was calculated at an AADD of 100ℓ/c/d.

8.2.1.2 Water Resource Consideration ANDM is planning to construct a new dam, Kinira River Dam on the Kinira River (a tributary of Umzintlava River) with gravity and pumped bulk reticulation. Regional bulk pipelines extending to Ongeluksnek and to the south-west will be constructed. In addition, groundwater sources for isolated villages will be developed. Kinira Dam will have a wall height of 24m with a wall length of 375m and a storage volume of 11,1 million m3.

According to the report titled “Kinira Dam, Planning, Investigations, and Assessments” dated May 2013 prepared by Aurecon, Sektor Consulting (Pty) Ltd and Monde Consulting Engineers, the first order yield estimates for the dam are as follows:

Yield (million m3 per annum) Methodology 99% 80%

Storage – Draft - Frequency 10,4 17,3

Deficient – flow -Duration - Frequency 10,6 18,1

From the table above, the estimated yield of the dam will be assumed to be 10,4 million m3 per annum (28,5Mℓ/d) at 99% assurance (lowest yield or worst-case scenario). This yield is adequate to cover the shortfall of 8,439Mm³ per annum (23,12Mℓ/d) of the projected 2035 demand.

8.2.1.3 Water Supply Infrastructure The following infrastructure will be required in order to adequately supply the Kinira River Dam WSS footprint:

 Construction of Kinira Dam with a capacity of 11,0Mm3 complete with abstraction works;  Upgrade of the Matatiele WTP from a capacity of 3Mℓ/d to 30Mℓ/d;  Construction of 600mm diameter primary bulk pipelines;

Page 39  Construction of secondary and tertiary pipelines with a combined length of approximately 310km; and  Storage reservoirs with a combined capacity of 54Mℓ (assuming no storage presently due to lack of data).

8.2.1.4 Financial Requirements The bulk cost requirement for MAT001 WSIA is tabled below.

Direct Est Cost Indirect Est Cost Total

(including Corridor (Fees, Geotech, EIA, (Construction) contingencies, Disbursements etc) Escalation& VAT)

Primary Bulk R 1 124 652 126 R 810 296 861 R 1 934 948 988

Secondary bulk R 503 776 557 R 389 895 400 R 893 671 956

Tertiary R 358 731 311 R 290 063 335 R 648 794 645

Total R 1 987 159 994 R 1 490 255 596 R 3 477 415 589

The base year cost requirement is 2015 The scheme development cost per household is R 74 054. Due to the size of the project, it will take at least seven years to complete.

8.2.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION

8.2.2.1 Water Demand and Projections The current water demand was based on 176l/c/d for urban areas and 60l/c/d for rural areas. This resulted in a total current water demand of 20,4 Mℓ/d. The annual population growth rate used was 0,5%. The future water demand for 2038 is estimated at 29,9Mℓ/d.

8.2.2.2 Water Resource Consideration The current available water is only 7 788 m³/d that is sourced from the Balfour Dam, the Mountain Dam and lake as well as borehole supply. The water source needs to be augmented and that will only be achieved through the development of the proposed Kinira River Dam on the Kinira river as primary bulk water source with the wellfields as interim and supplementary water source.

Groundwater (boreholes) appears to be of abundant supply and of adequate capacity to supply the water demands of the project area. The hydrological baseline assessment that was already conducted indicated a total groundwater potential in the order of 62Mℓ/d, but it is located within the Kinira River Basin and Cedarville wetland areas. However, the strike rate for drilling boreholes in this area was very poor and only 25,3% of the drilled boreholes had recorded yields. Therefore, even if adequate bulk water abstraction is possible within the proposed wellfield areas, a bulk water distribution system will be required to convey potable water to the areas with current water shortages and/or no water supply. The proposed wellfield could yield 40ℓ/s (3 456m3/d).

8.2.2.3 Water Supply Infrastructure The proposed Kinira River Dam would be approximately 370m long, 32m high and an estimated wall volume of 408 000m3 . The initial hydrological discharge is estimated to be 1 440m3/s that requires a spillway of at least 140m wide. A side channel spillway is recommended. The capacity of the

Page 40 proposed Water Treatment Plant (WTP) will depend on the final system design, and may range in size from a 5,5Mℓ/d, 15Mℓ/d or ultimately a 25Mℓ/d facility. Three options for further investigations were identified for the position of the proposed WTP, namely:

 A new bulk WTP located at the proposed Kinira River Dam, from where bulk treated water will be distributed to the entire project area, including the towns of Maluti, Matatiele and Cedarville, and possibly also Kokstad. This option will imply that the Matatiele WTP would still be operational to treat water from the existing surface sources (Belfort Dam, Mountain Dam and Town Dam), as well as to possibly treat the well field water;  The augmentation of the Matatiele WTP, to upgrade the existing WTP to accommodate the ultimate water demand of 25Mℓ/d. This option will require bulk raw water to be pumped from the Kinira River Dam, treated at the augmented Matatiele WTP, and then distributed to the various towns and rural areas. The water from the wellfields could then possibly just be blended with the water at the WTP; and  The third option was to build a WTP somewhere between the proposed Kinira River Dam and Matatiele, from where raw water from the dam and other dams could be pumped, treated and then distributed to the various towns and villages. The total pipeline route was estimated to be 26km long and a total of 26 command reservoirs will be constructed.

8.2.2.4 Financial Implication The total proposed development cost for the Matatiele RWSS as planned by the ANDM is tabled below.

Component Description Cost Estimate

Total Primary Bulk R 221 010 000.00

Dam development R 65 000 000.00

WTP R 80 020 000.00

Primary Bulk Pipes, PS and Reservoirs R 75 990 000.00

Secondary Bulk Pipes, PS and Reservoirs R 418 100 000.00

Ancillary Works R 18 500 000.00

Professional Service Providers - Design Phase and Environmental, Geotechnical, Hydrological, Geohydrological and ISDP R 30 837 561.00

Engineering Fees - Planning Studies, Site Supervision and Standard Services R 76 813 285.97

Project Cost Estimate R 765 260 846.97

VAT @14% R 107 136 518.58

Total Project Cost Estimate R 872 397 365.55

The scheme development cost per household is R 18 580. Due to the size of the project, it will take at least seven years to complete.

8.3 NTB001 WSIA: INTEGRATED NKANJI DAM REGIONAL WATER SUPPLY SCHEME

The Umzimvubu and Ntabankulu Local Municipalities could potentially be supplied through an Integrated Regional Water Supply Scheme that covers the entire area. The supply areas would be referred to as the Mt Ayliff Scheme and the Mt Frere Scheme.

Page 41 8.3.1 DEMAND MODEL INTERVENTION

8.3.1.1 Water Resource Consideration ANDM is planning to construct a new dam on the Siroqobeni River, a tributary of the Mzintlava River located 9,5km from Mount Ayliff. The dam site is in the core of a narrow valley, which opens a short distance of the site from mountainous terrain into a large open pediment valley floor. Access is via a gravel road off the N2 highway. Conservative estimates of surface runoff demonstrate that there is sufficient runoff to meet projected water requirements. The dam site is situated in the upper part of the catchment where, due in part to topography, the rainfall and consequently the runoff is likely to be higher than in the rest of the catchment. An increased estimate of runoff would reduce the size of the dam wall required. Water quality for this option appears to be relatively good as there is little erosion in the catchment and limited settlement. The proposed dam will have a 49,5m high wall and a capacity of 9 million m3.

The gap analysis indicates that there is a shortfall of 5,84Mm³ per annum (16,0Mℓ/d) in the available raw water supplies to the meet the water scheme area requirements. This shortfall will be made up from the proposed Nkanji Dam. According to the Alfred Nzo DM report titled “Integrated Regional Water Supply for Umzimvubu and Ntabankulu Municipalities Areas: Assessment of Dam Sites (water Hydrology Assessment)” dated July 2013, the proposed Nkanji Dam yield estimates vary with rate of transfer from Umzintlava River into the dam. A yield of 8,42 million m3 per annum in 20 years’ time may be achieved with 0,20m3/s (6,3Mm³ per annum) transfer from Umzintlava River. The balance of 2,58 million m3 per annum (7,1Mℓ/d) will be transferred into the UMZ001 WSIA: Mkhemane Dam Integrated Regional Water Supply Scheme as detailed under Section 8.4.1.

8.3.1.2 Water Supply Infrastructure The following infrastructure will be required in order to adequately supply the Nkanji Dam IWSS footprint:

 Construction of Nkanji Dam complete with abstraction works;  Construction of WTP at Nkanji Dam with a capacity of 8,42 million m3 (23Mℓ/d);  500mm diameter x 2km long bulk transfer pipeline from Umzintlava River to Nkanji Da;  Primary and secondary bulk pipelines and tertiary pipelines with a combined length of approximately 478km; and  Storage reservoirs with a combined capacity of 25,0Mℓ (assuming no storage presently due to lack of data).

8.3.1.3 Financial Requirements The bulk cost requirement for NTB001 WSIA is tabled overleaf.

Direct Est Cost Indirect Est Cost TOTAL

(Fees, Geotech & (Construction) survey)

Primary Bulk R 1 727 311 778 R 106 681 182 R 1 833 992 960

Secondary bulk R 350 884 092 R 34 875 254 R 385 759 346

Tertiary R 1 040 603 189 R 130 521 386 R 1 171 124 575

Total R 3 118 799 060 R 272 077 822 R3 390 876 882 The base year cost requirement is 2015 The scheme development cost per household is R 73 598. Due to the size of the project, it will take at least seven years to complete.

Page 42 8.3.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION

8.3.2.1 Water Demand The following assumptions were made to determine the water demand (design scenario):

 Population:  Census 2011 populations by ward;  Ward shape files (including house counts per ward);  2008 individual house counts;  Settlement shape files with population (WSDP 2007); and  Supply zone shape files (with house counts per supply zone).  Service Levels Catered for:  Rural: Based on DWA guidelines and Communal Standpipe (60ℓ/c/d)  Growth Nodes: Based on CSIR Red Book: o Peri-Urban Villages – Yard tap and dry sanitation (80ℓ/c/d);

o Peri-Urban Informal Housing – Yard tap and flush toilet (100ℓ/c/d);

o Formal housing – small erven less than 1 000 m2 – house connection (130ℓl/c/d);

o Formal housing – more than 1 000m2 – house connection (140ℓ/c/d); o Urban- Hospital Beds (300ℓ/d/bed); o Urban-Schools (6 000ℓ/d/school); o Urban-Clinics (3 000ℓ/d/clinic); o Urban-Business Area (400ℓ/m2/d); and  Projected population Growth Rates: o Rural - 0%; and o Growth Nodes - 2%  Allowances for Water Losses: Based on DWA Guidelines:  Treatment Losses: 10%  Conveyance Losses: 10%  Design Horizon: The design horizon is 2043, with 2013 being the base year, for a 32-year design period. The water demand scenarios considered the following that resulted in three different water demand scenarios within the integrated Nkanji WSIA:

 The ANDM WSDP’s service level policy states “...higher than basic services should be provided only where households can afford these levels of service, due to the necessity of recovering the increased capital and operating and maintenance costs.”;  Based on the policy, three service levels have been investigated (i.e. low, moderate and high level. All three levels were applied to both rural and urban households. The highest demand scenario would be used when sizing the proposed infrastructure; and  Projected water demands were calculated based on the three levels of service. Additional water demands for existing schools, clinics and hospitals were also considered in the final calculations.

Page 43 The final projected water demands for each of the levels of service are listed below. The demand scenario outcome for Mount Ayliff is tabled below:

Table 8.1: Projected Water Demand per Service Level for Mount Ayliff

Total Demand 2011 Total Demand 2043 Level of Service (Mℓ/d) (Mℓ/d)

High/Moderate** 9** 13**

Moderate/Low 7 11

Low/Basic 6 9 ** Design Scenario The demand scenario outcome for Mount Frere is tabled below:

Table 8.2: Projected Water Demand per Service Level for Mount Frere

Raw Water Requirements * Population Supply Area: 2043 (Mℓ/d) 2043 (Mm3 per annum) 2008 2043

Mount Frere:

Total Supply Area 147 344 171 260 19,53 7,13 * Design Scenario The demand scenario outcome for Ntabankulu is tabled below.

Table 8.3: Projected Water Demand per Service Level for Ntabankulu

Low Level

Description Unit Urban Rural Other Total

Projected Population No. 6 155 120 708 - -

Low Level of Service ℓ/c/d 80 25 - -

Demands Mℓ/d 0,49 3,02 0,89 3,51

Moderate Level

Description Unit Urban Rural Other Total

Projected Population No. 6 155 120 708 - -

Moderate Level of Service ℓ/c/d 100 60 - -

Demands Mℓ/d 0,62 7,24 0,89 7,86

High Level

Description Unit Urban Rural Other Total

Projected Population No. 6 155 120 708 - -

High Level of Service ℓ/c/d 130 80 - -

Demands Mℓ/d 0,80 9,66 0,89 11,35

The projected water demand in the area in the design year (2043) is presented below:

Page 44 Design Demand 2043 Scope of Work (Mℓ /day)

Mount Frere Supply Zone 19,53

Mount Ayliff Supply Zone 13,00

Ntabankulu Western and Southern Supply Zones (Supplied from Mount Frere) 5,53

Northern and Eastern Supply Zones (Supplied from Mount Ayliff) 5,82

Total Ntabankulu and Umzimvubu Supply Area 43,88

8.3.3 WATER RESOURCE CONSIDERATION

The challenging topography and lack of suitable bulk water sources in Ntabankulu mean that the most feasible solution for a regional scheme may require the development of sources outside of the municipality. Various raw water sources have been considered in both the western (Mount Frere) and eastern (Mount Ayliff) portions of Umzimvubu Municipality. Such sources may include a new dam on the Mkhemane (Mount Frere) and/or one close to Mount Ayliff on the Nkanji (possibly augmented by RoR abstraction), the Sirhoqobeni or the Mvalweni Rivers. The existing Ntenetyana Dam may also contribute bulk water for a regional scheme.

8.3.3.1 Nkanji Dam For the Umzimvubu Mount Ayliff supply area, three dam sites were assessed as potential sources of water storage and supply e.g. the Sirhoqobeni site, the Nkanji site and the Mvalweni site. The assessment consequently looked at augmenting the water supply of Nkanji dam site by abstracting water from the nearby Mzintlava River. A range of abstraction rates were considered corresponding to a range of dam heights. Moreover, the option to abstract water over the entire year was assessed against limiting water abstraction to the wet season. Historic firm yields were estimated for the different cases considered. The following conclusions were made:

 The augmentation of Nkanji dam site with the contribution of run-of-river (RoR) abstraction from the nearby Mzintlava river can meet the projected water demands;  A 50m high dam at Nkanji site with a RoR abstraction of 0,3 m3/s for four (4) months (Jan-Apr) would yield 4,93 million m³ per annum; and  The final selection of the optimal pumping rate from the Mzintlava River and the associated dam height required at Nkanji dam site should be pursued.

8.3.3.2 Ntenetyana Dam The Ntenetyana dam is an existing Category 2 dam, some 24m high and storing 0,6MAR or 1,61 million m3. The dam is located on a tributary of the Kinira River and is the source of water for the KwaBhaca water supply that services the Mt Frere growth point. The 98% yield of the dam is 1,34Mm3 per annum or 3,67Mℓ/d incorporating provision for a Class C EFR of 22,5%MAR. It is planned to implement extensions to the above source such that the existing supply could fully service the future requirements of the Mt Frere growth node and furthermore deliver supplies to three adjacent supply zones.

The projected 2043 raw water requirement is 5,01Mm3 per annum or 13,73Mℓ/d. It is envisaged that this requirement will be met through the following extensions to the bulk supply:

 5m raising of the dam to a 1,0MAR live storage capacity of 2,6Mm3. Estimated 98% yield is 2,15Mm3 per annum or 5,9Mℓ/d including provision for a Class C EFR of 22,5%MAR; and  Augmentation through provision of a RoR off-take on the Kinira river located to the north of the dam, raw water pump station and water pipeline delivering top-up flows into the dam.

Page 45 8.3.3.3 Mkhemane Dam A proposed new dam site was located on the Mkhemane River, a tributary of the Mzimvubu River. It is envisaged that the site will be required to provide the water requirements to both the north-eastern portion and the north-western portions of the Mt Frere supply area. Preliminary updated stream-flow hydrology for the site was prepared and has delivered yield reliability curves for a 1,0MAR, 1,5MAR and 2,0MAR size of dam respectively incorporating the current desktop reserve Class B EFR of 29,5%MAR. The envisaged raw water requirements from the Mkhemane dam to service the Mt Frere region assuming full development of the planned extensions to the Ntenetyana Dam system, and excluding possible supplies to the Ntabankulu region amount to 2,12Mm3 per annum or 5,8Mℓ/d. Alternatively should only partial development of the Ntenetyana system take place, comprising of the planned 5m raising of the dam, but excluding the planned ROR off-take from the Kinira river, then the Ntenetyana dam system will deliver a reduced yield of 2,15Mm3 per annum or 5,9Mℓ/d to the Mt Frere growth node only. The Mkhemane dam will then be required to deliver additional supplies with the total raw water requirement amounting to 4,98Mm3 per annum or 13,63Mℓ/d.

It is envisaged that the Mkemane dam would supply water to the Mount Frere area of Umzimvubu Municipality as well as western and southern regions of Ntabankulu Municipality. The Nkanji/Mvalweni dam would supply the Mount Ayliff area of Umzimvubu Municipality as well as northern and eastern regions of Ntabankulu Municipality.

8.3.4 WATER SUPPLY INFRASTRUCTURE

Water treatment plant will be located downstream of the proposed dams and bulk potable water supply pipelines will convey potable water from the WTPs to command reservoirs strategically placed within each supply region. Initial investigations have indicated that the bulk pipelines would generally operate under gravity except for isolated localised areas that might require booster pumps. Internal bulk gravity water schemes will be designed to link the command reservoirs to existing and proposed new localised terminal reservoirs within the communities.

8.3.5 FINANCIAL REQUIREMENT

A preliminary high level cost estimate was prepared but still requires substantial investigation by the appointed Services Provider and is tabled below.

Bulk Component Current Capital Cost Estimate

Nkanji Dam R 944 784 000

Nkanji WTP R 84 104 339

Umzimvubu East (Mt Ayliff & Surrounds) Bulk Reservoirs & Pipes R 285 637 378

Ntabankulu North - Bulk Reservoirs, Pumps & Pipes R 73 063 296

Ntabankulu East - Bulk Reservoirs, Pumps & Pipes R 104 556 096

R 1 492 145 109

The scheme development cost per household is R 32 386. Due to the size of the project, it will take at least seven years to complete.

Page 46 8.4 UMZ001 WSIA: MKHEMANE DAM INTEGRATED REGIONAL WATER SUPPLY SCHEME

8.4.1 DEMAND MODEL INTERVENTION

8.4.1.1 Water Resource Consideration ANDM is planning to construct a new dam on the Mkemane River located approximately 35km due north of Mount Frere. Access is from a gravel road located east of the main gravel road between Mount Frere and the surfaced road linking Mount Fletcher and Matatiele. Estimates of surface runoff demonstrate that there is sufficient runoff to meet projected water requirements. Water quality for this option appears to be relatively good as there is little erosion in the catchment and limited settlement. The dam would have a capacity of 8,1 million m3 with a wall height of 35m. This option presents the opportunity to serve the northern areas of the scheme without extensive pumping.

The gap analysis indicates that the 2035 water requirements will be 9.388Mm³/a (25.7Mℓ/d) resulting in a shortfall of 7.187 Mm³/a (19.7Mℓ/d). This shortfall will be made up from the following interventions:

Yield Intervention (million m3 per annum)

Raising the Ntenetyana Dam by 5m to obtain a live storage of 3.0Mm3 and a yield of 2,41 2,41Mm3 per annum

2,0 MAR size Mkemane Dam (30m high dam wall) would deliver a 98% assured yield of 4,25 million m3/a or 11,6Mℓ/d, also incorporating a Class C EWR; 4,25

Transfer from the Nkanji Dam supply system (refer to Section 8.3.1) 2,58

Savings from WCDM initiatives 0,15

Total 9,39

Source: Alfred Nzo DM report titled “Integrated Regional Water Supply for Umzimvubu and Ntabankulu Municipalities Areas: Assessment of Dam Sites (water Hydrology Assessment)” dated July 2013.

8.4.1.2 Water Supply Infrastructure The following infrastructure will be required in order to adequately supply the Mkhemane Dam IWSS footprint:

 Raising Ntenetyana Dam by 5m to increase storage to 3 million m3;  Construction of Mkhemane Dam complete with abstraction works;  Construction of WTP at Mkemane Dam with a capacity of 16Mℓ/d;  Primary bulk pipelines from Mkemane Dam to Mt Frere command Reservoir;  Storage reservoirs with a combined capacity of 37Mℓ.

Page 47 8.4.1.3 Financial Requirements The bulk cost requirement for UMZ001 WSIA is tabled below

Direct Est Cost Indirect Est Cost TOTAL

(Fees, Geotech & (Construction) survey)

Primary Bulk R 2 061 612 903 R 158 044 300 R 2 219 657 203

Secondary bulk R 1 375 373 649 R 149 201 416 R 1 524 575 065

Tertiary R 432 610 315 R 54 261 700 R 486 872 014

Total R 3 869 596 867 R 361 507 416 R 4 231 104 283 The base year cost requirement is 2015 The scheme development cost per household is R 81 391. Due to the size of the project, it will take at least seven years to complete.

8.4.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION

8.4.2.1 Water Demand

8.4.2.1.1 Population Data The population data for the Study Area, as per DWA 2013, is as summarized below:

 Total population : 162 462 persons  Mt Frere growth node : 30 951 persons (19% of the total population)  Rural villages : 131 511 persons (81% of the total population)

8.4.2.1.2 Unit Water Requirements The following unit water requirements have been adopted for the purpose of this report:

 Urban households : 130ℓ/c/d  Rural households : 100ℓ/c/d No provision for agricultural or any other water supply, other than domestic, has been considered for the purposes of this report.

8.4.2.1.3 Total Water Requirement Based on the above, the current (2013) raw water requirements for the Study Area are as follows:

 Mt Frere growth node : 1,78 million m3 per annum  Mt Frere rural villages : 3,39 million m3 per annum  Total : 5,17 million m3 per annum

8.4.2.2 Water Resource Consideration

8.4.2.2.1 Groundwater Recent groundwater studies for this area indicated that it is unlikely that the groundwater resource will meet the above water requirements, and for certain areas, this resource may be adequate only for local and augmentation.

Page 48 8.4.2.2.2 Surface Water  Mkhemane Dam  A 1,5MAR size dam (26m high dam wall) at the proposed Mkhemane Dam site would deliver a 98% assured yield of some 3,9 million m3 per annum or 10,7Mℓ/d, with a Class C EWR catered for;  A 2,0MAR size dam (30m high dam wall) would deliver a 98% assured yield of 4,25 millionm3 per annum or 11,6Mℓ/d, also incorporating a Class C EWR; and  There appears to be viable additional yield benefit in further upsizing the dam, i.e. a 2,0 MAR size dam appears optimal. o It should however be noted that: The Mkhemane River is ungauged; WR90 quaternary catchment level rainfall and evaporation data was utilized for modelling, which is assessed as conservative; and Dam investigations are based on 10m contour information.  Ntenetyana Dam  Nominal yield benefits would be delivered from possible dam raising options as previously mooted by others;  Significant yield benefit could however be achieved from topping-up of the dam by pumping raw water from a RoR abstraction site on the Kinira River; and  A 100ℓ/s top-up option is considered optimal, which delivers a 98% assured system yield of 4,0 million m3 per annum or some 11Mℓ/d, with a Class C EWR catered for. o It should however be noted that: The dam commands a small ungauged catchment and that no site specific rainfall, evaporation or stream flow data was obtained; WR90 quaternary catchment hydrology data was therefore used for modelling purposes, which is assessed as conservative; and A Class C EWR at desktop level was assumed

8.4.2.3 Water Supply Infrastructure A reconnaissance level evaluation of the Mkhemane Dam site has been completed and yielded that the Mkhemane Dam development is feasible and should proceed. Access to the Mkhemane Dam site is from a 21km gravel road located east of the main gravel road between Mount Frere and the surfaced road linking Mount Fletcher and Matatiele. Site access requires a lengthy walk into a relatively deep ravine across several ridges. Access roads will therefore need to be constructed in advance of detailed geological and geotechnical investigations.

Three dam type arrangements for a 30m high 2,0MAR size of dam were identified. Various investigations were completed to locate and evaluate possible water treatment plant (WTP) sites adjacent to the dam, together with feasible raw and treated water pump station sites, raw water holding dam sites and associated pipeline routes. A suitable site was located and preliminary designs prepared, based on best available 10m contour interval mapping. Appropriate solutions for raw water pumping from the dam to the WTP, and for potable water pumping from the WTP to the two command reservoir sites were delivered.

Page 49 The reconnaissance level cost estimate for the proposed 14Mℓ/d water treatment plant inclusive of holding dam, pump stations, rising mains and associated works amounts to R 64 million excluding VAT.

A comparative technical and capital cost calculation was completed for two alternative bulk supply system options from the Mkhemane Dam.

For Option 1 (preferred option), raw water from each of the Mkhemane and Ntenetyana Dams would be provided each to its own separate stand-alone water purification works (WTP) located nearby. Thereafter, treated water from both systems would be delivered into the bulk treated water pipeline gravity distribution system.

For Option 2, one only larger water purification plant (WTP) would be provided adjacent to the Ntenetyana Dam. A relatively long raw water pumped and gravity main pipeline would deliver raw water from the Mkhemane Dam into this WTP. Thereafter treated water would be distributed into both pumped and gravity pipeline distribution systems

Two treated water command reservoir sites were selected serving the western, as well as the southern and eastern portions of the Mount Frere region, inclusive of Ntabankulu. With appropriate design, these sites should permit gravity distribution to over 99% of the Mt Frere and Ntabankulu supply regions. Some 500km of bulk treated water buried pipeline of sizes ranging between 500mmØ and 50mmØ will be required to service the area, together with some 100 reservoirs and tanks varying in size from 10Mℓ to 10kℓ.

8.4.2.4 Financial Requirements The bulk cost requirement for UMZ001 WSIA as planned by the ANDM is tabled below.

Construction Costs R 805 019 415.00

P&G's (Excl P&Gs for Eskom works) 20.00% R 126 169 903.00

Primary Bulk R 309 886 398.79

Mkhemane Dam; 30m; 2.0MAR 1 No. R 145 000 000 R 145 000 000.00

Raw water pump station & rising main 2,65 km R 4 574 670 R 12 122 875.00

Water purification plant, 14Mℓ/d 14 Mℓ/d R 1 958 845 R 27 423 835.00

Treated water pump station & rising main 5,5 km R 2 510 991 R 13 810 450.00

Command reservoirs 2 No. R 6 750 000 R 13 500 000.00

Primary Bulk Gravity Lines 186,69 km R 525 091 R 98 029 238.79

Secondary Bulk R 280 417 381.21 Bulk gravity pipelines 332,31 km R 525 091 R 174 492 990.21

Village reservoirs and BP tanks 98 No. R 335 963 R 32 924 391.00

Access roads 1 sum R 25 000 000 R 25 000 000.00

Eskom connection and bulk electrical works 1 Sum R 48 000 000 R 48 000 000.00

Sub total R 590 303 780.00 Contingency 15.00% R 88 545 589.00

Total R 678 849 369.00

SITE INVESTIGATIONS, PROFESSIONAL FEES AND RECOVERABLE COSTS: 20% R 161 003 883.00

Sub-total R 966 023 155.00

Page 50 Vat at 14% R 135 243 241.70

TOTAL R 1 101 266 396.70

Cost per person (2013) - Mt Frere only incl.VAT R 6 779 Cost per household (2013) - Mt Frere only incl.VAT R 27 701 The scheme development cost per household is R 23 899. Due to the size of the project, it will take at least seven years to complete.

8.5 MBZ001 WSIA: MBIZANA REGIONAL BULK WATER SUPPLE SCHEME

This project commenced in 2009 and comprised of the development of the Ludeke Dam on the Ludeke River that would ultimately supply the whole of the Mbizana LM. The construction of the Ludeke Dam and the Nomlacu WTP is completed. The construction of the raw water pumping infrastructure with a capacity of 22Mℓ/d was completed in December 2013. The dam construction was completed in 2014 and has a capacity of 14,9Mm3. The upgrade and extension of the Nomlacu Water Treatment Plant (WTP) were completed in April 2012. The reticulation need now to be connected to the augmented bulk treated water supply system.

8.5.1 DEMAND MODEL INTERVENTION

8.5.1.1 Water Resource Consideration The Ludeke Dam has a capacity of 14,9Mm3 per annum. The historical yield of the river is reported to be 8,8 million m3 per annum. The source of raw water is the Ludeke Dam, which is located at the confluence of the Ludeke and kuNtlamvukazi Rivers (tributaries of the Mtamvuna River) approximately 16 km north-west of Bizana Town. From the Ludeke Dam raw water is pumped to the Nomlacu Water Treatment Plant for treatment and onward supply to Bizana Town and communities within the municipality.

The Nomlacu WTP (that originally had a capacity of approximately 1,5 Mℓ/day, supplied by the Bizana Dam and a weir on the Ludeke River) has been upgraded and extended to a Phase 1 capacity of 10 Mℓ/day. When completed, Phase 2 of the works will have a capacity of 20 Mℓ/day. There will therefore still be a shortfall amounting to 15,1 Mm³ per annum (41,4Mℓ/d) in the water treatment requirements

8.5.1.2 Water Supply Infrastructure The following infrastructure will be required in order to adequately supply the Ludeke Dam IWSS footprint assuming that raw and clear water bulk pipelines are capable of delivering the 20Mℓ/d as per the capacity of the Nomlacu WTP:

 Upgrade of the Nomlacu WTP from 10,5Mℓ/d to 42Mℓ/d;  8km long x 650mm diameter bulk transfer line from Umtamvuna River to Ludeke Dam;  13km long x 650mm diameter bulk line from Ludeke Dam to Nomlacu WTP;  Storage reservoirs with a combined capacity of 70Mℓ; and  Tertiary pipelines with a combined length of 709km.

Page 51 8.5.1.3 Financial Requirements The bulk cost requirement for MBZ001 WSIA is tabled below.

Direct Est Cost Indirect Est Cost TOTAL

(Fees, Geotech & (Construction) survey etc )

Primary Bulk R 478 675 199 R 344 917 144 R 823 592 343

Secondary bulk R 52 372 991 R 39 190 061 R 91 563 051

Tertiary R 1 431 335 457 R 1 161 858 841 R 2 593 194 298

Total R 1 962 383 647 R 1 545 966 045 R 3 508 349 692 The base year cost requirement is 2015 The scheme development cost per household is R 119 085. Due to the size of the project, it will take at least seven years to complete.

8.5.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION

8.5.2.1 Demand The bulk supply scheme components were designed and sized to meet the projected water demand of a 30-year design horizon. The annual population growth factor used was 0,5 %. The projected water demands have been based on the following assumptions:

 6 persons per household;  A typical AADD 60ℓ/c/d;  A Summer Peak Factor of 1,2 x Annual Average Daily Demand;  All villages that are fed from rising mains are given 48hr AADD storage;  Water losses of 10% of AADD; and  Raw Water Source.

8.5.2.2 Water Resource Consideration The Ludeke Dam would be the primary source.

8.5.2.3 Water Supply Infrastructure Pipelines leading from the Nomlacu Water Treatment Plant would supply all the supply zones and are as follows: .

 South Eastern Feeder - The South Eastern Feeder would supply, by gravity flow, zone C, D (which includes Bizana Town), F, H, I, J and K.  North Western Feeder - This pipeline would be a pumping main to supply zones 0, P and Q.  Southern Feeder - This pipeline would supply by gravity flow, G, L, M and N.  Zones around Nomlacu WTP - Zones A, B, and E would be supplied from reservoirs close to Nomlacu WTP The proposed future phased development (expected to be two phases) are as follows:

 Continuation of the South Eastern Feeder –  A 8 630m long 315mm pipeline would continue from KwaNikhwe to Redoubt, to supply zone 1. From Redoubt the existing 3 080m long 160mm pipeline supplies Mnyaka reservoir to supply zone J;

Page 52  A 19 371m long, 160mm pipe would be routed from Redoubt toward Mzamba reservoir to supply zone K. Two break pressure tanks would be located along the pipeline as part of pressure management.  The North Western Feeder is a pumping supply main in the Phase 1 Bulk Distribution system comprising 9 216m long 300mm pipeline to KuSiwisa reservoir from where zone will be supplied. From KuSiwisa there are two further future pumping stages required, viz:-  17 144m long 250mm to Ndindini reservoir — zone P and further pumping to Ntlontlane; and  8 667m long 160mm to Ntlontlane reservoir — zone Q.  The Southern Feeder would comprise under future phases the following:  From Nomlacu to Mbongweni reservoir (Zone L) 36 576m of 160mm up to a 355mm diameter pipeline; and  At 8 500m from Nomlacu, a 4 835m long 160mm up to a 200mm diameter pipeline would branch to Nqabeni reservoir (Zone N);  At 15 400m from Nomlacu a 1 700m long 200mm diameter branch to Entsimbeni reservoir (Zone G); and  At 24 373m from Nomlacu a 4 400m 160mm diameter to 110mm diameter branch to Luthulini reservoir (Zone M).

8.5.2.4 Financial Requirement The bulk cost requirement for MBZ001 WSIA is tabled below.

Item Amount

Secondary Bulk R 353 878 040.00

Village Reservoirs R 73 087 616.00

Connector Mains -

Earthworks R 122 768 936.00

Connector Mains

Pipelines R 154 467 188.00

Village Internal R 333 970 040.00

Reticulation - Water

Draw-Off Points R 13 949 304.00

Village Internal Reticulation - Earthworks R 190 473 484.00

Village Internal Reticulation - Pipelines R 79 204 296.00

Break Pressure Tanks R 6 318 524.00

Reservoir Inlets R 6 770 852.00

Reservoir Outlets R 9 559 120.00

Road Crossings R 401 008.00

River Crossings R 7 385 452.00

Access Roads to River

Page 53 Item Amount

Sites R 19 908 000.00

Sub-Total1 R 687 848 080.00 Add Contingency (20%) R 137 569 616.00 Sub-Total2 R 825 417 696.00

VAT @ 14% R 115 558 477.44

TOTAL R 940 976 173.44

The scheme development cost per household is R 18 120.55. Due to the size of the project, it will take at least seven years to complete.

Page 54 9. SUMMARY

9.1 TOTAL WATER DEMAND PER WSIA

Based on the demand model, the demand per water supply intervention area is summarized in detail within Table 9.1: Water Requirements (Mm3 per annum) per WSIA below.

Table 9.1: Water Requirements (Mm3 per annum) per WSIA

Water Requirements (Million Households Population WSIA Name m³ per annum) (2015) (2015) 2015 2035

MAT001: Kinira River Dam 46 958 190 942 8,284 12,154

MBZ001: Mbizana RBWS 51 985 297 667 6,604 18,932

UMZ001: Mkhemane Dam Integrated Regional Water 29 461 134 598 6,184 9,388 Scheme

NTB001: Nkanji Dam Integrated Regional Water 46 073 194 686 4,521 6,457 Scheme

TOTAL 174 477 817 893 25,592 46,931

A total of 46,9 Million m³ per annum is required with the Mbizana RBWSS requiring the largest portion at 40,3% of the total water demand in ANDM.

9.2 TOTAL WATER RESOURCES REQUIRED VS PROPOSED WATER SUPPLY INTERVENTIONS

The total volume of water required is compared to the existing proposed water supply interventions to determine shortfalls and the reasons thereof. This comparison is detailed in the table Table 9.2: Water Requirements (Mℓ/d) per WSIA below.

Table 9.2: Water Requirements (Mℓ/d) per WSIA

Proposed 2035 Existing Additional Balance Households Population Demand Resources under UAP WSS Total (Mm3 (2015) (2015) (Mm3 per (Mm3 per Phase 2 per annum) annum) (Mm3 per annum) annum)

MAT001:Kinira 46 958 190 942 12,154 3,711 10,4* 14,111 - River Dam

MBZ001: Mbizana 51 985 297 667 18,932 8,8* 10,13 18,93 - RBWSS

UMZ001: Mkhemane Dam Integrated 46 073 194 686 9,388 2,201* 4,459 6,660 -2,73 Regional Water Scheme

NTB001: Nkanji Dam Integrated 29 461 134 598 6,457 0,621 8,42* 9,041 2,58 Regional Water Scheme

Page 55 Proposed 2035 Existing Additional Balance Households Population Demand Resources under UAP WSS Total (Mm3 (2015) (2015) (Mm3 per (Mm3 per Phase 2 per annum) annum) (Mm3 per annum) annum)

TOTAL 174 477 817 893 46,931 15,333 33,41 48,742 -0,15

*Figures are actual dam yields

From the table above, it is noted that with the exception of Mkhemane RBWSS all the other schemes will have adequate raw water resources to meet the 2035 demand requirements. The Mkhemane RBWSS will be short by 0,15Mm3 per annum (1,6%). This shortfall could be made up from implementing a water conservation and demand management project to ensure that the quantities of unaccounted for water are kept to a minimum.

9.3 FINANCIAL REQUIREMENTS

The financial requirements for the provision of the infrastructure to eradicate the water supply backlog based on the demand model intervention by 2035 is summarised in the table below.

Table 9.3: Financial Requirements based on Demand Model Interventions

Direct Est Cost Indirect Est Cost Total

WSIA (Construction) (Fees, Geotech, (Including Contingencies,

EIA, Disb Etc) Escalation, VAT)

MAT001: Kinira River Dam WSS R 3 221 199 190 R 256 216 400 R 3 477 415 589

UMZ: Mkhemane Dam WSS R 3 869 596 867 R 361 507 416 R 4 231 104 283

NTB001: Nkanji Dam IWSS R 3 118 799 060 R 272 077 822 R 3 390 876 882

MBZ001: Mbizana RBWSS R 3 181 061 507 R 327 288 184 R 3 508 349 692

TOTAL R 13 390 656 624 R 1 217 089 822 R 14 607 746 446

A total estimate of R14,6 billion is required to eradicate the anticipated water services backlog by 2035. The primary bulk component costs comprises of 46% (R 6,8 billion) of the total cost and is indicated in the table below.

Direct Est Cost Indirect Est Cost Total WSIA (Fees, Geotech, EIA, (including contingencies, (Construction) Disbursements etc) Escalation& VAT)

MAT001: Kinira River Primary R 1 124 652 126 R 810 296 861 R 1 934 948 988 Dam WSS Bulk

UMZ: Mkhemane Dam Primary R 1 727 311 778 R 106 681 182 R 1 833 992 960 WSS Bulk

NTB001: Nkanji Dam Primary R 2 061 612 903 R 158 044 300 R 2 219 657 203 IWSS Bulk

Page 56 Direct Est Cost Indirect Est Cost Total WSIA (Fees, Geotech, EIA, (including contingencies, (Construction) Disbursements etc) Escalation& VAT)

MBZ001: Mbizana Primary R 478 675 199 R 344 917 144 R 823 592 343 RBWSS Bulk

TOTAL R 5 392 252 006 R 1 419 939 487 R 6 812 191 494

The map below indicates the distinction between the primary bulk, secondary and tertiary infrastructure.

The financial requirements for the provision of the infrastructure to eradicate the water supply backlog based on the existing proposed infrastructure interventions by 2035 is summarised in the table below.

Table 9.4: Total Cost Requirement per proposed WSIA

Average Scheme Proposed Cost WSIA Development Cost per requirement No of HH per WSIA HH

MAT001: Kinira River Dam WSS R 3 477 415 589 46 958 R 74 054

UMZ001: Mkhemane Dam WSS R 4 231 104 283 51 985 R 81 391

NTB001: Nkanji Dam IWSS R 3 390 876 882 46 073 R 73 598

MBZ001: Mbizana RBWSS R 3 508 349 692 29 461 R 119 085

TOTAL R 14 607 746 446 174 477 R 87 032

Page 57 9.4 FUNDING OPTIONS

The ANDM relies mainly on grant funding programmes to fund their water supply projects. These funding programmes are mainly MIG and RBIG. Based on all the current funding streams available to the District Municipality over the MTEF period, it will take a minimum of ten years for the ANDM to address their water supply requirements. Another funding option that the ANDM could consider is loan funding through the Development Bank of Southern Africa (DBSA). Special submissions to National Treasury could also be considered to create an awareness of the DM’s planning and implementation readiness.

9.5 IMPLEMENTATION PROGRAMME

The implementation programme will depend on the availability of funds from National Treasury as well as the capacity of the Municipality to implement projects. All four area interventions would be an implementation priority for the DM but the order would most likely be determined by the availability of funds or intervention programmes.

Page 58 10. RECOMMENDATIONS

10.1 RESPONSIBILITIES

The provision of water services remains the responsibility of the ANDM as the WSA. The ANDM should ensure that they meet all the requirements to take these interventions to implementation readiness.

These planning studies are in various stages of readiness to lobby for grant funding and Umgeni Water could consider as a Regional Utility to assist the ANDM to take this process further.

10.2 SELECTION OF SOLUTIONS

The four (4) proposed water supply intervention areas (WSIAs) are the appropriate solutions for bulk water supply development within ANDM and are as follows:

 MAT001 WSIA: Kinira River Dam Regional Water Supply Scheme;  UMZ001 WSIA: Mkhemane Dam Water Supply Scheme;  NTB001 WSIA: Nkanji Dam Water Supply Scheme; and  MBZ001 WSIA: Mbizana Water Supply Scheme. The ANDM would like to move towards a minimum supply level of yard connections that would require a basic supply of 100ℓ/c/d. The existing demand model caters for an average supply of 95ℓ/c/d and therefore the proposed solutions will still be the most feasible infrastructure intervention.

10.3 PERTINENT LEGISLATION

Various Acts of Parliament make provision for existing or planned institutional structures for management of water resources and water and sanitation services. These are:

 Current Acts of Parliament: National Water, Water Services, Municipal Structures, Municipal Systems, Division of Revenue Acts; and  Existing and proposed policy documents such as The White Paper on Water Services, the Local Government White Paper and the White Paper on Municipal Service Partnerships. These Acts deal with the management of water resources and the provision of water services. Provision for the bodies listed below is made in these acts:

 The Catchment Management Agencies (CMA’s) which will be established throughout South Africa over the next three years;  Water User Associations comprising co-operative associations of individual water users at a restricted local level;  National Government;  Water Service Authorities comprising District Municipalities or Local Municipalities;  Water Boards;  Water Service Providers;  Provincial Government; and  Advisory Committees.

Page 59 10.3.1 MUNICIPAL STRUCTURES ACT

The Municipal Structures Act (117 of 1997), which was subsequently amended by the Municipal Structure Amendment Act (33 of 2000), addresses the basis for establishing municipalities (Category A,B & C) and stipulates that Category A and C ( Metropolitan and District) municipalities are WSA’s and the Category B (local) municipalities can only be WSA’s if authorised by the Minister of DPLG.

10.3.2 MUNICIPAL SYSTEMS ACT

The Municipal Systems Act (32 of 2000) legislates internal systems and addresses the differences between the authority and the provider functions and alternative mechanisms for providing municipal services.

10.3.3 WATER SERVICES ACT

The Water Services Act (Act 108 of 1997) states that each WSA must for its area of jurisdiction, prepare a Water Services Development Plan (WSDP). Whilst the WSDP is a legal requirement, the real value in preparing the WSDP lies in the need to plan for Water Services (Water Supply and Sanitation Provision) whereby key targets are set over the next five years. At least six WSDP key focus areas need to be addressed during the planning process. These are:

 Basic Service: Water supply, sanitation, free basic water supply and free basic sanitation;  Higher Levels of Service: Water supply, sanitation, associated needs and economic development;  Water Resources: Appropriate choice, demand and water conservation management, water resource protection and integrated water resource management;  Environmental Issues: Health, natural and social environment;  Effective Management: planning, organisational or institutional aspects, management, financial and regulatory aspects; and  Transfers: Infrastructure related transfers. Water services development planning must also be done as part of the IDP process (section 12 (1) (a)) and the WSDP must be incorporated into the IDP (section 15 (5)).

Water Services Authorities must report on the implementation of its WSDP every year i.e. annual performance reporting (section 18).

Water Services Authorities must also comply with applicable regulations including Regulation No. R.509, Government Gazette No. 22355, 8 June 2001, which requires the inclusion of a Water Services Audit as part of the annual performance report.

The Department must monitor the performance of every water services authority to ensure its compliance with every applicable water services development plan… section 62 (1) (c).

The Minister may- issue guidelines to water services institutions on performing their functions in terms of this Act section 73 (1) (h).

The Minister must ensure that there is a national information system on water services….to monitor the performance of water services institutions. section 68 (b) (i).

The Minister may require any …water services institution…to furnish information to be included in the national information system. section 68 (a).

Page 60 Based on the above, the preparation of a WSDP is a legal requirement.

Page 61 ANNEXURE A – REFERENCES

Page 62 Reference List

DWS (2011) Support to the Implementation and Maintenance of Reconciliation Strategies for Towns in the Southern Region, 2011 DWS (2014) Reference Framework Geo database, December 2014

Statistics SA Census 2011

WSDP Alfred Nzo 2014/15 WSDP, March 2015

IDP Alfred Nzo District Municipality IDP 2014/15 Financial Year, June 2015

Mount Frere Long term Water Planning Project Report – Mkemane Dam, February 2014 – US Consortium Alfred Nzo District Municipality Mount Ayliff RBIG Water Supply Long Term Planning Scoping report, June 2014 – GIBB Africa Greater Ntabankulu Regional Water Supply RBIG Long Term Planning Report, May 2014- Consortium of PSPs Matatiele Local Municipality Bulk Water Long Term Planning Scoping Report, November 2013 – Sektor, Aurecon and Monde Consulting KInira Dam – ANDM/IDMS-RBIG/96/26/10/11 – Matatiele Bulk Water Supply Scheme, Planning, Studies, Investigations and Assessments – May 2013 Integrated Regional Water Supply for Umzimvubu and Ntabankulu Municipal Areas Conceptual Report – June 2013 Greater Mbizana Water Supply Feasibility Report, November 2012 – Camdecon Engineers

Page 63 ANNEXURE B – MAP SERIES

Page 64 Map Series

Figure 1 Study Area Figure 2 Population Distribution Figure 3 Water Supply Backlog Status Figure 4 Surface Water Figure 5 Groundwater Figure 6.1 Existing Scheme Areas and Infrastructure Components – Matatiele Figure 6.1.1 Existing Scheme Areas and Infrastructure Components – MAT001 Figure 6.2. Existing Scheme Areas and Infrastructure Components – Mbizana Figure 6.2.1 Existing Scheme Areas and Infrastructure Components – MBZ001 Figure 6.3 Existing Scheme Areas and Infrastructure Components – Ntabankulu Figure 6.3.1 Existing Scheme Areas and Infrastructure Components – NTB001 Figure 6.4 Existing Scheme Areas and Infrastructure Components – Umzimvubu Figure 6.4.1 Existing Scheme Areas and Infrastructure Components – UMZ001 Figure 7 Projects –Alfred Nzo Figure 7.1 Projects – Matatiele Figure 7.2 Projects – Mbizana Figure 7.3 Projects – Ntabankulu Figure 7.4 Projects - Umzimvubu Figure 8 Bulk Project Interventions –Alfred Nzo Figure 8.1 Bulk Project Interventions – MAT001 Figure 8.2 Bulk Project Interventions – MBZ001 Figure 8.3 Bulk Project Interventions – NTB001 Figure 8.4 Bulk Project Interventions – UMZ001

Page 65 Legend Kwa Sani uMgungundlovu Provinical Boundaries Richmond District Municipality Boundaries Ingwe Local Municipality Boundaries 2 Ward Boundaries & Numbers · 612 L e s o t h o Census Main Places N1 National Roads Main Roads

R612 9 #006:113949 8 4 11 Ubuhlebezwe 13 R617 S i s o n k e 12 DWS: Dept. of Water & Sanitation 2 5 3 25 Maluti LOCALITY: 20 6 Matatiele Umzimkhulu 14 16 19 KwaZulu-Natal 10

Cedarville

15 26 17 EE a a s s t t e e r r n n C a p e 13 Matatiele C a p e

R56 12 23 Greater Kokstad 18 Umzumbe 11

21 N2 14 24

22 CLIENT: 10

10 16 24 15 1 Senqu A l f r e d 9 6 2 UMuziwabantu N z o 26 U g u N z o 27 U g u 8 Umzimvubu 13 12 2

14 5 3 Ezingoleni 23 18 Elundini 5 DISTRICT MUNICIPALITY: 11 4 27 R396 8 Mount 7 Ayliff 17 4 15 E a s t e r n 3 26 6 C a p e 9 C a p e 15 16 1 16 22 ALFRED NZO DISTRICT MUNICIPALITY

13 17 12 31 Bizana J o e 18 18 7 Mount 11 20 Ntabankulu 9 30 G q a b i 16 Project No.: 27811 G q a b i Frere 14 13 CONSULTANTS: 8 17 29 UWP Consulting 21 19 Hibiscus PO Box 25549, Monument Park 20 19 10 Pretoria, 0105 4 9 12 21 Coast 21 Mbizana 31 25 Tel: + 27 (0) 12 424 9700 18 Tabankulu 19 7 Fax: + 27 (0) 12 460 4071 6 10 Email: [email protected] 20 22 11 R61 8 14 22 O.R. 5 30 PROJECT TITLE 3 4 8 Ta m b o 25 23 17 6 9 28 Alfred Nzo DM: Universal Access 23 16 16 24 Plan Phase 2 - Progressive 10 15 3 Development of a Regional Water 6 2 29 396 13 17 15 Supply Master Plan 12 7

11 27 5 25 Mhlontlo 28 2 5 24 14 1 MAP TITLE: 1 26 3 11 12 General Orientation 9 10 4 Study Area 8 Ngquza 25

13 18 7 24 Hill 3 1 1 1 6 2 18 DATE COMPLETED: 17 Sakhisizwe 16 2016/05/26 26 1 15 5 20 17 C h r i s 3 14 Nyandeni Port 20 20 4 H a n i 5 St Johns 19 MAP NO.: 31 19 21 2023 10 0 20 Kilometers Engcobo 27 14 22 DC44_Figure 1 2 19 4 15

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F1_GenlOrientation.mxd Legend Kwa Sani uMgungundlovu Provinical Boundaries Richmond District Municipality Boundaries Ingwe Local Municipality Boundaries 2 Ward Boundaries & Numbers · 612 Census Main Places

N1 National Roads Main Roads

R612 9 #006:113949 8 4 11 Ubuhlebezwe 13 R617 S i s o n k e 12 DWS: Dept. of Water & Sanitation 2 5 3 25 Maluti LOCALITY: 20 6 Matatiele Umzimkhulu 14 16 19 10 Matatiele

Cedarville

15 A l f r e d 26 17 EE a a s s t t e e r r n n C a p e 13 N z o C a p e

R56 12 23 Greater Kokstad 18 Umzumbe 11

21 N2 14 24

22 CLIENT: 10

10 16 24 15 1 Senqu 9 6 2 UMuziwabantu 26 U g u 27 U g u 8 13 12 2

14 5 3 Ezingoleni 23 18 Elundini 5 DISTRICT MUNICIPALITY: Umzimvubu 11 4

R396 8 Mount 7 Ayliff 17 4 15 3 26 27 6 9 15 16 16 22 Bizana ALFRED NZO DISTRICT MUNICIPALITY 13 17 12 31 J o e 18 Mount 18 7 11 20 Frere Ntabankulu 9 30 G q a b i 16 Project No.: 27811 G q a b i 14 13 CONSULTANTS: 8 17 29 UWP Consulting 21 19 Hibiscus PO Box 25549, Monument Park 20 19 10 Pretoria, 0105 4 9 12 21 Coast 21 Mbizana 31 25 Tel: + 27 (0) 12 424 9700 18 Tabankulu 19 7 Fax: + 27 (0) 12 460 4071 6 10 Email: [email protected] 20 22 11 R61 8 14 22 O.R. 5 30 PROJECT TITLE 3 4 8 Ta m b o 25 23 17 6 9 28 Alfred Nzo DM: Universal Access 23 16 16 24 Plan Phase 2 - Progressive 10 15 3 Development of a Regional Water 6 2 29 396 13 17 15 Supply Master Plan 12 7

11 27 5 25 Mhlontlo 28 2 5 24 14 1 MAP TITLE: 1 26 Population Distribution 3 11 12 General Orientation 9 10 4 Population Distribution 0 - 200 people 8 Ngquza 25

13 18 201 - 500 people 7 24 Hill 3 1 1 6 5011 - 1 000 people 2 18 DATE COMPLETED: 17 Sakhisizwe1 001 - 5 000 people 16 2016/05/26 26 1 15 5 20 17 C h r5 i001- s 10 000 people 3 14 Nyandeni Port 20 20 4 H a10 n 001 i and more people 5 St Johns 19 MAP NO.: 31 19 21 2023 10 0 20 Kilometers Engcobo 27 14 22 DC44_Figure 2 Data Source: 2011 Census 2 19 4 15

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F2_PopDistribution.mxd Legend Kwa Sani uMgungundlovu Provinical Boundaries Richmond District Municipality Boundaries Ingwe Local Municipality Boundaries 2 Ward Boundaries & Numbers · 612 Census Main Places

N1 National Roads Main Roads

R612 9 #006:113949 8 4 11 Ubuhlebezwe 13 R617 S i s o n k e 12 DWS: Dept. of Water & Sanitation 2 5 3 25 Maluti LOCALITY: 20 6 Matatiele Umzimkhulu 14 16 19 10 Matatiele

Cedarville

15 A l f r e d 26 17 EASTERNEASTERN CAPE 13 N z o CAPE

R56 12 23 Greater Kokstad 18 Umzumbe 11

21 N2 14 24

22 CLIENT: 10

10 16 24 15 1

9 6 2 UMuziwabantu 26 U g u 27 U g u 8 13 12 2

14 5 3 Ezingoleni 23 18 Elundini 5 DISTRICT MUNICIPALITY: Umzimvubu 11 4

11 27 5 25 Mhlontlo 28 2 Water Supply Backlog Status 5 24 14 1 MAP TITLE: 1 26 Adequate Supply at/above RDP 3 11 12 9 Water Supply Backlog Status 10 4 Up to 25% Below RDP Standards 8 Ngquza 25 13 18 7 24 Hill 3 1 1 Up1 to 50% Below RDP Standards 6 2 18 DATE COMPLETED: 17 SakhisizweUp to 75% Below RDP Standards 16 2016/05/26 26 1 15 5 20 17 C h r i s 3 14 Up to 100% Below RDP Standards Nyandeni Port 20 20 4 H a n i 5 St Johns 19 MAP NO.: 31 19 21 2023 10 0 20 Kilometers Engcobo 27 14 22 DC44_Figure 3 Source: Stats SA 2011 2 19 4 15

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F3_4_LOH_WRes.mxd Richmond Legend Ts o eli ke U10H u T51G T51J T51C Mk Provinical Boundaries nq D17K T31A o e azi D17M S wa Ingwe m Ng n U10J gw District Municipality Boundaries a D17L ne Local Municipality Boundaries T31B T52A U10L T31C 2 Ward Boundaries & Numbers · 7 T31E T51H Census Main Places S i s o n k e R612 U10K N1 National Roads D18B 9 S i s o n k e T33A Main Roads 8 4

11 Mtatha 13 T32A Dam Dams & Dam Names 12 T52B T52C Ubuhlebezwe 2 Primary Rivers 5 T31D U80J 3 25 Maluti R617 Secondary Rivers

612 T33B 20 V60H Quaternary Catchments 6 Matatiele T52E T52D 14 16 19 Umzimkhulu DWS: Dept. of Water & Sanitation T33D 10 T31F Cedarville LOCALITY: 15 U80E 26 13 T32B J o e 17 T52F G q a b i Matatiele Greater T52G T34C 12 Kokstad

T33C T52H U80B l T31G u 23 R56 Mzimkhu N2 E a s t e r n 18 Umzumbe E a s t e r n T31H CC a a p p e e 11 T34B EE a a s s t t e e r r n n C a p e 24 21 C a p e T32C T52J 14 U80C T33E T31J T32D 15 U g u 24 22 T40B 10

10 2 T52K T33F 1 T52M T34A T34D A l f r e d T40A

9 6 26

M T32E

v e N z o i N z o 14 n 27 irK UMuziwabantu

Umzimvubu 13 a nya T52L T34E CLIENT: 12 ne 2 T40C T33G 5 3 23 18 8 Ezingoleni 5 T40D R396 T34F 11 4 4 8 Mount Ayliff 17 7 15 3 26 T40G 27 11 6 9 T40E T35A 15 16 9

16 T34G 22 Bizana v a u DISTRICT MUNICIPALITY:

13 n 17 12 31 m 620 18 18 M Hibiscus 7 Mount T32F t a Elundini 20 T32G 19 16 30 Frere 14 13 Coast T33H 8 17 29 21 19 20 10 9 10 12 T40F T35B 21 21 31 T60A ALFRED NZO DISTRICT MUNICIPALITY T34H 18 25 6 Tabankulu

Mz 7 19

im u

vb u T60B 14 R61 20 22 Project No.: 27811 o Ntabankulu 11 CONSULTANTS: Mo i UWP Consulting 8 3 T35D 5 Mbizana PO Box 25549, Monument Park 22 30 Pretoria, 0105 4 8 17 T34J 25 T33J 23 Tel: + 27 (0) 12 424 9700 6 9 28 T35C 23 Mhlontlo 16 16 24 Fax: + 27 (0) 12 460 4071 10 25 Email: [email protected]

6 T32H 15

3 11 a

13 a 29 T35F T35E 2 l 396 17 15 t 7 12 n 28 T34K Mzi T60E 27 PROJECT TITLE 5 9

2 T35J a Inx n T60C Alfred Nzo DM: Universal Access

24 i 5 h T60D

14 T Plan Phase 2 - Progressive T35K 1 26 1 3 Development of a Regional Water T35G 11 12 25 10 4 Ngquza Supply Master Plan 8 i Tsits a T33K Hill 13 18 7 24 3 5 1 T60G 1 6 T35L 18 2 17 MAP TITLE: T60F 16 23 26 1 T35M 20 15 17 Surface Water Resources 3 14 21 Nyandeni 20 20 T35H 4 Port T20B 19 5 St Johns 19 T11D 31 27 14 T60H 2 T36A 22 4 O.R. T20A O.R. T60J DATE COMPLETED: 2016/05/26 Engcobo 19 Ta m b o 13 15 16 T70A t 10 Mh a 8 15 t King Sabata h 2 a 10 8 T11F 16 T60K 16 MAP NO.: 34 Dalindyebo T70E 6 20 10 0 20 Kilometers 12 12 11 DC44_Figure 4 13 T20D 9 7 T36B 10 Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\27811_160314_F4 SurfaceWater.mxd U70A Legend T51F Kwa Sani T51E uMgungundlovuuMgungundlovu Provinical Boundaries D17H D17J U10H District Municipality Boundaries D17F T51C Richmond D17M T51G Ingwe Local Municipality Boundaries 2 Ward Boundaries & Numbers · 612 D17K T31A U10J Census Main Places National Roads D17L T51J N1 Main Roads T52A D18C T31C T31B Groundwater Aquifer Class: Minor 7 (whole of the Alfred Nzo DM) T31E T51H R612 U10K 9 #006:113949 D18B T33A 8 4 11 13 R617 S i s o n k e 12 T52B Ubuhlebezwe DWS: Dept. of Water & Sanitation 2 T52C 5 T31D U80J 3 T32A 25 Maluti LOCALITY: T33B 20 6 Matatiele T52E T52D 14 16 U80E 19 Umzimkhulu D18E 10 T33D T31F Cedarville 15 26 T32B E a s t e r n 17 Greater T52F E a s t e r n CC a a p p e e 13 Matatiele Kokstad T52G T34C T33C 12 U80B R56 T52H 14 T31G 23 18 T31H Umzumbe T34B 11

24 21 N2 T32C T52J T31J T32D T34A 15 T33E 24 22 T40B CLIENT: 10 U g u

10 2 T52M 16 T33F T34D A l f r e d 1 T40A 9 6 UMuziwabantu T52K 4 N z o T32E 26 Ezingoleni 14 N z o 27 13 T40C 12 2

T33G 5 3 T34E 23 18 8 Umzimvubu T52L 5 T40D DISTRICT MUNICIPALITY: T34F 11 4 R396 8 Mount 7 Ayliff 17 4 T40G 15 3 26 27 11 6 9 T40E T35A 15 16 9 1 16 T34G 22 T40F ALFRED NZO DISTRICT MUNICIPALITY 13 17 12 31 Bizana J o e 18 18 7 Mount T32F 20 T32G 30 G q a b i 19 16 Project No.: 27811 G q a b i Frere 14 13 CONSULTANTS: T33H 8 17 29 UWP Consulting Elundini 21 19 PO Box 25549, Monument Park 20 10 Pretoria, 0105 9 10 12 21 21 31 T60A Hibiscus T35B T34H 18 25 6 Tabankulu Tel: + 27 (0) 12 424 9700 7 19 14 Fax: + 27 (0) 12 460 4071 8 T60B Coast Email: [email protected] 20 22 Ntabankulu 11 R61 T35D 5 Mbizana 22 30 PROJECT TITLE 3 13 4 8 25 T33J 23 17 T34J T35C 6 9 28 Alfred Nzo DM: Universal Access 23 16 16 24 Plan Phase 2 - Progressive 10 25 6 T32H 15 3 11 Development of a Regional Water T35E 2 29 396 17 15 7 Supply Master Plan T34K 12 28 T60E 27 T35F Mhlontlo 5 2 T35J T60C 5 24 T60D 14 1 MAP TITLE: T35K 1 Ngquza 26 3 T35G 11 12 Hill 9 Groundwater Resources 10 4 8 25 Groundwater Yield (l/s) T33K 13 18 7 24 3 T60G Intergranular and fractured > 5.0 l/s 1 1 1 T35H 6 T35L 2 18 20 17 Intergranular and fractured 0.0 - 0.1 l/s O.R. DATE COMPLETED: Sakhisizwe 16 23 2016/05/26 26 1 T60F 15 T35M 5 T a m b o Intergranular and fractured 0.1 - 0.5 l/s 17 3 T60J 14 T11D T20B Nyandeni 20 C h r i s Intergranular and fractured 0.5 - 2.0 l/s 4 27 C h r i s 5 Port St 19 19 MAP NO.: HH a a n n i i 31 21 20 10 0 20 Kilometers EngcoboIntergranular and fractured 2.0 - 5.0 l/s Johns 14 22 DC44_Figure 5 2 T60H 20 19 T20A 4 T36A 15 Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F5 GroundWater.mxd Legend

Provinical Boundaries District Municipality Boundaries Local Municipality Boundaries

e n a qu n y 2 Ward Boundaries & Numbers en ·S Census Main Places e so lik T e N1 National Roads Main Roads L e s o t h o Senqu Hopewell Existing All Town Strategy Water KWA Dam MANZI POTE Supply Areas MAMPOLA BOVINI - A KHOHLWENI S i s o n k e Driel Dams & Dam Names NCWENGANA EKHOHLWENI Dam

MDYONE SFOLWENI HILLSIDE Primary Rivers - A - B MZONGWANA - B MNGENI - A SFOLWENI - B PAMLAVILLE BOTIN Secondary Rivers MAVUNDLENI - B MATIYASE - A PAMLAVILLE - A PAMLAVILLE NO. 7 NEW - C HOUSE MATIASE 7 LUFEFEIN DWS: Dept. of Water & Sanitation MAGAYAZIDLELE MNQAYI - A EDRAYINI - CC KWA MATIAS 9 D S KWA MATIAS - B - D KWA MATIAS - C GOXA Poortjie LOCALITY: NURESH - B KWAMBOMBO CIBINI - I Dam SIPHO LA NURESH - A CIBINI CIBINI - A MKOMTHI MAKHOBA MAKHOBA - CCC NKALI - A - A CIBINI MPOLIMPOLI 10 MANDERSTONE - B CIBINI R617 DRESINI 8 MACHANGANENI NKALI - C MAKHOBA LUBALEKO - B - B GOXE - E - B BEDFORD NKALI - E CIBINI AFZONDERING LUBALEKO- C - A CIBINI TSITSA-MVULA - B - D - F KWAMADLANGALA MAKOBA VIKINDUKU VIKIINDUKU - D - D MAKOBA - L KwaZulu-Natal EDRESINI HLAHLWENI NKALI - B BRAMWEL MAKOTIKOTING - B THUTHANENG LOKISHINI - A KHASHOLE KAPOTLO MATEWU MAFUBE - B HILLSIDE 4 DESCUUR SHENXE LEHATA - AA TSITSONG DIGHOHLONG SKEPANENG NQUTHU MABULA Proposed MANASE LAGRENGER MAGEME DRESINI 11 Kinira Dam MAKGWASENG NEW Greater LIKHOHLONG - A MUQUBI LOKISHINI GUDLINTABA STANCE BANOYOLO - E MOYENI 13 TSENULA - E MATIMA E a s t e r n - C Kokstad E a s t e r n NKOSANA BETHEL C a p e THAKANELO - A 12 DIKOTOBANG KUTWANA MOYENI - H C a p e GOBIZELA TIPING DIAHOS MAGOGOGWENI 25 RIFANTSU MAZIZINI - B TIPING KHOLOKWE PONTSENG 2 JABAVU - E - A MOPENG JABULANI OUTSPAN KUMETSWENG - B HARDENBURG - A KUNTLOKOVANG ST PAUL KGUBETSOANA TSITA A MISSION HEBRON BLACK 5 - A SPRINGKAAN DIAMOND KGUBETSOANA MALOTO Maluti GLADSTONE - B FARM - A EZIKAMERENI 3 RAMOHLAKOANA LUNDA MALUTI GOBIZEMBE MAHARING - A ST PAUL-A MAKEMA MFOLOZI - B MGUNGUNDLOVU - D DELAMOTTE Maholohlo AVORIANE AVORIANE FARM - B FARM DANINI GLADSTONE FARM - B ESBI KGWAPHA MGUNGUNDLOVU FARM - A KHAULA - B FARM - F MGUNGUNDLOVU - A TSHISA KHOLHONG - E MAGUZEN DENTSA HATHAKALELO DENGWANA - C TSHISA MNGUNGU FARM MOUNT 6 - A - A - I CURRIE 20 10 (FARMS)

MNGUNGU Matatiele - G 14 16 MAHHIBI KWAZICWALILE HLONDEDLINI HLOMENDLINI KWALUNDA KHWARAI MAGADLA - BB MATATIELE CLIENT: EMHLOLWANENI - B MNGUNGU MATELENG HLOMEDLINI Bon KUEGANA KWEQANA BLOCK - K A - A 19 Accord SILINDINI Dam - B QHITSI MAGOGQOLWENI MHLOLOANENG - A CABA - A THABA MHLOLOANENG - B CHICHA 15 Matatiele MOPENG QALABENI - A LOWER Mountain LEKHALONG - A MDENI Dam LEKHALONG MOUNT MAYONENG - B MOYANENG MOUNT CURRIE MAPOLISENG MAPOLENI CURRIE NU 437 NU 118 Cedarville MOUNT CURRIE MOUNT NU 438 CURRIE CEDARVILLE BLACK EZASINI KWANGWE NU 117 MOUNT FATIMA SEQHOBONG - C MAHLOBATHINI MOUNT CURRIE NU 116 FOUNTAIN KWAMASHU MOUNT CURRIE NU 121 CURRIE KOEBUNG NU 119 HA-SEFOKO - B QHOBONHEQNENG PABALLONG BUKELA MOUNT DISTRICT MUNICIPALITY: 26 CURRIE SEMONKONG NU 122 KWAMGOBO 23 17 13 MASHATA ENKALWENI - A EMBIZENI - A PONTSENG KWAMANGO A l f r e d FREISTAAT MAPULENI - A FRYSTAT TABANKULU - B KWAMANGO - B N z o R56 NTLAZIBENI N z o MOSANA - A ALFRED NZO DISTRICT MUNICIPALITY M bu zi m vu TSHISA EMATOLWENI - B - B LEHLAKANENG Project No.: 27811 BETHESDA CONSULTANTS: UWP Consulting 12 L e s o t h o PO Box 25549, Monument Park POPOPO Pretoria, 0105 FUBANE MANGOLONG JAKADU - B POLOKOE Tel: + 27 (0) 12 424 9700 Fax: + 27 (0) 12 460 4071 18 Email: [email protected] LOWER MTHUMASI Mahaleng MAQHATSENI 11 Santini GOOD HOPE - B

GOOD HOPE - A PROJECT TITLE MERITING 21 J o e ZINYOSINI Alfred Nzo DM: Universal Access MATAFENI - C Proposed Mkemane Dam Plan Phase 2 - Progressive 14 G q a b i MATAFENI 24 SOLWANE

MAHLAKE Development of a Regional Water ZIMPOFU

NTLAZIBENI Umzimvubu Supply Master Plan MBAMBANGWE MADLANGENI - B - B TOLENI 22 ina - A Th 10 MARANJANA MJIKA CIBINI - G - A MAP TITLE: SILINDINI Elundini 10 Existing Scheme Areas Infrastructure 24 Water Supply15 Backlog Status and Infrastructure Components: UT Reservoirs Matatiele Adequate: Formal 6

9 2 SP ³ e ± Water Pumpstations

Below: Infra & O&M Needs a n Proposed

y DATE COMPLETED:

n Nkanji Dam Scheme Supply Area K 2016/05/26 in M ve Below: Infra Needs ir a 13 3 ]\WTW Water Treatment Works 12

4 Below: Water Resources 11 R396 Reticulation Line MAP NO.: 14 5 10 5 0 10 Kilometers Below: No Services Formal 23 DC44_Figure 6.1 Water Bulk Pipeline 8

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F6.1 ATCandSchemeInfra_Matatiele.mxd Tsoelike Legend Greater Provinical Boundaries Kokstad KWA District Municipality Boundaries POTE MANZI MAMPOLA - A Senqu BOVINI Local Municipality Boundaries KHOHLWENI EKHOHLWENI 2 Ward Boundaries & Numbers · LL e e s s o o t t h h o o NCWENGANA L e s o t h o Census Main Places L e s o t h o MDYONE SFOLWENI HILLSIDE - A MZONGWANA - B - B PAMLAVILLE N1 National Roads SFOLWENI - B - B MNGENI - A MAVUNDLENI BOTIN MATIYASE - A Main Roads PAMLAVILLE - A Proposed Water Supply Intervention NO. 7 NEW PAMLAVILLE MATIASE - C Area 7 HOUSE LUFEFEIN MAGAYAZIDLELE MNQAYI Driel - A EDRAYINI Dam Dams & Dam Names - CC KWA KWA 9 MATIAS D S MATIAS Primary Rivers - D - B KWA NURESH KWA GOXA MATIAS - B KWAMBOMBO MATIAS Secondary Rivers - A - C S i s o n k e NURESH - A SIPHO LA S i s o n k e CIBINI - I CIBINI CIBINI - A MKOMTHI MAKHOBA LUBALEKO - CCC DRESINI Madlangala / NKALI - A - A CIBINI MPOLIMPOLI 10 8 MACHANGANENI - B DWS: Dept. of Water & Sanitation GOXE - E - B BEDFORD EDRESINI MAKHOBA - B - E Makomoreng MAKOBA NKALI VIKIINDUKU CIBINI CIBINI - B 4 MANDERSTONE - B CIBINI Water Supply NKALI - C - B - D - F AFZONDERING MAKOBA MAKHOBA - C - B KwaZulu-Natal KWAMADLANGALA - L VIKINDUKU BRAMWEL HLAHLWENI KHASHOLE THUTHANENG MAKOTIKOTING LOCALITY: KAPOTLO MATEWU LOKISHINI DESCUUR MAFUBE - B - A HILLSIDE LEHATA SHENXE DIGHOHLONG SKEPANENG - AA TSITSONG MABULA Proposed NQUTHU 11 Kinira Dam LAGRENGER MAGEME MAKGWASENG DRESINI MANASE LIKHOHLONG MUQUBI GUDLINTABA - A LOKISHINI NEW BANOYOLO - E MOYENI - C 13 TSENULA - E MATIMA STANCE NKOSANA BETHEL THAKANELO - A 12 DIKOTOBANG Madlangala KUTWANA MOYENI - H GOBIZELA DIAHOS Water Supply MAGOGOGWENI TIPING RIFANTSU - B KHOLOKWE PONTSENG HARDENBURG TIPING MOPENG JABULANI Belfort JABAVU OUTSPAN - A - A KGUBETSOANA - A KUMETSWENG - B Regional MAZIZINI - E HEBRON BLACK 5 KUNTLOKOVANG TSITA A Wss 1 EE a a s s t t e e r r n n George KGUBETSOANA - B SPRINGKAAN ST PAUL DIAMOND MALOTO Maluti CC a a p p e e GLADSTONE 25 MISSION 3 FARM - A EZIKAMERENI Moshesh Regional Wss 2 RAMOHLAKOANA LUNDA MALUTI GOBIZEMBE MAHARING - A ST PAUL-A MGUNGUNDLOVU MAKEMA - D MFOLOZI GLADSTONE DELAMOTTE Maholohlo - B 20 FARM - B AVORIANE FARM - B FARM ESBI KHAULA DANINI - B MGUNGUNDLOVU FARM KGWAPHA AVORIANE HATHAKALELO - A KHOLHONG MGUNGUNDLOVU - E MAGUZEN FARM - A 6 - F DENTSA Masalaka MNGUNGU MOUNT FARM 10 - I CURRIE DENGWANA Water TSHISA (FARMS) - A Supply - A Thaba MNGUNGU 14 Chicha - G 16 MAHHIBI KWAZICWALILE MAT001 HLOMENDLINI Local Wss KHWARAI HLONDEDLINI MAGADLA KUEGANA EMHLOLWANENI KWALUNDA - BB Matatiele MATATIELE MNGUNGU MATELENG BLOCK - B HLOMEDLINI Bon Accord - K KWEQANA A - A CLIENT: SILINDINI Matatiele Dam MHLOLOANENG - B QHITSI MAGOGQOLWENI Water THABA - A CABA - A 15 Supply CHICHA MHLOLOANENG LEKHALONG MOPENG - B R56 QALABENI LOWER Mountain - A - A MDENI Dam LEKHALONG MAYONENG MOUNT - B MOYANENG MOUNT CURRIE Cedarville MAPOLISENG MAPOLENI CURRIE NU 437 MOUNT NU 118 MOUNT Matatiele CEDARVILLE CURRIE CURRIE NU 116 EZASINI NU 438 MAHLOBATHINI KWANGWE MOUNT CURRIE NU 119 13 BLACK FATIMA KWAMASHU FOUNTAIN MOUNT CURRIE NU 117 SEQHOBONG MOUNT DISTRICT MUNICIPALITY: HA-SEFOKO KOEBUNG - B - C QHOBONHEQNENG PABALLONG BUKELA CURRIE SEMONKONG 26 NU 122 17 KWAMGOBO A l f r e d MASHATA ENKALWENI - A N z o EMBIZENI N z o PONTSENG KWAMANGO - A FREISTAAT - A FRYSTAT TABANKULU MAPULENI ALFRED NZO DISTRICT MUNICIPALITY - B KWAMANGO - B NTLAZIBENI Elundini MOSANA - A CONSULTANTS: Project No.: 27811 UWP Consulting EMATOLWENI - B TSHISA - B PO Box 25549, Monument Park LEHLAKANENG Pretoria, 0105 BETHESDA 12 ira K in Tel: + 27 (0) 12 424 9700 POPOPO Fax: + 27 (0) 12 460 4071 23 FUBANE Email: [email protected] MANGOLONG JAKADU POLOKOE - B M zim vub u 11 18 21 PROJECT TITLE

J o e LOWER MTHUMASI Alfred Nzo DM: Universal Access MAQHATSENI G q a b i Santini Mahaleng GOOD HOPE - B Plan Phase 2 - Progressive 14 Development of a Regional Water GOOD Ndumndum MERITING HOPE Area Water Supply Master Plan - A ZINYOSINI 10 Supply MATAFENI - C Proposed Mkemane Dam 24 SOLWANE MATAFENI MAP TITLE: MAHLAKE ZIMPOFU Existing Scheme Areas Infrastructure NTLAZIBENI UMZ001 Water Supply Backlog Status and Infrastructure Components: MBAMBANGWE - B MADLANGENI 22 - B TOLENI UT Matatiele -

10 - A Reservoirs a Adequate: Formal MAT001 Knira Dam Integrated RWS Th in CIBINI

SP ³ - G ± MARANJANA Water13 Pumpstations MJIKA - A Below: Infra & O&M Needs Scheme SupplyUmzimvubu Area DATE COMPLETED: SILINDINI Below: Infra Needs 2016/05/26 24 NTB001 ]\WTW Water Treatment Works 23 15 Below: Water Resources Reticulation Line MAP NO.: 9 4.5 0 9 Kilometers Below: No Services Formal 9 Water Bulk Pipeline 6 DC44_Figure 6.1.1 14 12

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26 · Masadobe 2 Ward Boundaries & Numbers Upper Census Main Places Gunqwana Mtavuna 27 Etaleni - A MTAVUNA - A - B N1 National Roads Mpheni NQUTU Nokatshile Engqubusini Etaleni Umzimvubu - A - B Main Roads Koqobo 2 SIPHOLWENI Existing All Town Strategy Water Mantlaneni Gubhethuka Egoxe Mlambondaba - C Kwa - K Supply Areas Kuchagi Magomba NQUTU Mbutweni Mantlaneni Mfundeni UMuziwabantu - B - D Gilbert Driel Eyles Dams & Dam Names 3 Laleni Emantlaneni Dam - B - C Ludeke Mmangweni Esikhulu Qobo 18 Dam - C - B Mkobongo Primary Rivers Blockpan Ezingoleni Kwasilangwe - A Mkhandlweni Secondary Rivers - B 5 Emabheleni - AA Dumsi Kantolo Polela Qweleka Mkhandlweni - A Sikelo Gwala U g u Ntlavukazi - A Gwala - D Ntamonde Qungebe No 2 Gwala Elumayeni Ndayingana Gwala DWS: Dept. of Water & Sanitation - B - C - E 4 Noziyongwana - A Gwala Dumsi - F - A N2 Gwala Nkantolo Qungebe Nkantolo Nkantolo - B - D - A A l f r e d - C Mbobeni Mpindweni - B Clerkville Dhungwana LOCALITY: N z o Ezibanzini Kwajali - A - B Eqabangeni 7 Ezinini - A Ezibanzini Kwazulu - G 17 Horeni Mbhongweni - B - B Nkantswini 4 Esiseleni Kwazulu Sikelweni 3 - F 26 Khaleni Nkantswini - A - C Sisele - B Esithukuthezi Ezinini Ludeke Nkantswini Sikhumbeni - B 6 Kwantshangase Sisele - A - A - A Ludeke Mission ZININI Ntshamathe - B IZININI Norwood - H Ntshangase Ntshana Thec Bholorweni Nompumalanga Embane Mbandane Bizana Nkantolo Ludeke Bashwawini - A Hault Emabusheni Lusikelweni EE a a s s t t e e r r n n Majavu Lubunde Emarambeni Zinini 1 Mhlanga MPETSHWA Mazweni - A CC a a p p e e 9 - B 31 Bizana Plantation Luphilisweni Enyaka Ntabankulu Mbiba - A Nyanisweni Mchayi Luphilisweni - B BIZANA Nikhwe Lusukeni Emagusheni Esitholeni - B Mphetshwa Nqabeni - A Cakwiskolo - K Abetshawu Betshwaweni Kubha Mazweni Khaleni - C 16 Makhal Mbandana Mbandana Nyanisweni - B Elumayeni Nqabeni Nyanisweni Endlovu Matwebu 18 - A - B - D Embhungeni Nyaka - Q - F Esankuthwana 15 Nqabeni Mpenkulu - A Bhukuva Gqubeni - A Mathwebu Kdayeni Ezifama - H 17 FOLOTI - B Nyanisweni - C - A Hamohabi 8 30 ESANKUTHWANA Ntubeni Nqabeni - N Mbangweni Hloleni - B Sikhumbeni - A Bhwnjini SANKUTHWANA TSOTSA Magqabasini Nqabeni - B Nyanisweni - E Khaleni - A Sitholeni Gqubeni QANDASHE - M - B Tshonya - E - C 13 Sicambeni Dudumeni - A Dayimane - B Nobamba - B - C Kwatali Gwabei Dayimane Mazamekweni Nobamba - C Proposed Redoubt Tyeni Nqabeni - B Tshwathi Mzintlavana Simakadeni Tsotsa Mbongwana - A - I Mangutyana Egugwini Ntlakwe Mhlabeni Thaleni - B NDWALAZA 29 Hibiscus Dam Dinda - B Egxeni - C MATHE - D - B DINGO MQONJWANA Kamaqele Monti - D Dutyini Pangweni Nqabeni Simakadeni 12 Mqoywana Dangeni - L - A - B Nkangeni Mzize - E Coast Mathe Hlolweni - A Bhele Dutyini - E Nqabeni - A - C Dymane QANDESHE Tyeni 19 - H - J 20 Hagwini Nonja Greenville CLIENT: Esindwini MADADANA Dangeni 9 LUSIKISIKI Swane Esibomvini - F - E Ntlenzi Budville Ntsimbini Mathe Kwandela - C Dujene Ntsimbini Star - D LUSIKISIKI Hlolweni - B - B - E - A Mzizi 10 Kwandela Ndlovo 21 Ntsimbini MONTI MKOLORA - B - G Mandela - I KWA Giniswayo Mganko Mampingeni - B Ntsebene NKOLORA MZIZI Mpetsheni - A Mjonjeni Hlolweni a - A 31 Nyokweni - E Nikhwe - C n - B Doje

Mgaze Lukholo vu

Ntsimbini - C m

Ngutyana Mxotsheni t

Ntlenzi a Emcetheni Mampingeni - B M Ngutyana Mkolorha - E LUWIJINI 7 Mqangqweni - A Ntsimbini Monti - D EMADIBA MHLABENI MHLABENI Mpetsheni Lupondo - F - B - H - A Hewu - B 11 Qhasa Ntsimbini - C MKOLORHA - B - A Emampingeni Mqangqweni - A Avondale MHLABENI No 2 - D Mqqeni NKOLORA - B Farm Hewu - C Sigodlweni Elutulini MALONGWANA Mpetsheni - B Thekwini BOMVINI - B Mkolorha - G BUTHONGWENI - B EMEJELA Mbokodwa Ntunjeni - A - H Mpetsheni - A MFOLOZI DISTRICT MUNICIPALITY: MKOLORHA - D Mdikisweni Elutulini ELUTULINI Mpetsheni - A EMADIBA Mkolorha Kolora 22 - A - B - D - A - B Mcijweni DIKISO MQENI Bomvini - B Lunjeni Malongwana North - H Gumzana - B Elutulini Pondaland 8 Kwabhele Kumbanzo - A Kwangutyana - A - C - C Gumzane Sidanga Sidanga Kwabhele - B Thekwini Lupondweni Kunorhengele - C Lugwijini - D - F Lupondweni - B Luthulini 14 8 KUNGOZI Mkolorha Mkolorha - A - D Gumzana - F - C Kwandlobe Manzani - D Gumzana - C Kwabhele Kwabhele Madiba - B Thekwini Kwangutyana - E - N Kwa - Madiba - B Kusinda ALFRED NZO DISTRICT MUNICIPALITY Madada - B Esihlontlweni 16 Sidanga Mzizi - R Madiba Mangutyaneni - A Kwa Gumzana - B Thekwini Nkwalini Mtayise - Q 30 Kulanga Madiba- C - D - A - B Kwa Madiba - B Dakamnyama Ngomanzi Mtayise Gumzana Sihlontlweni - B - A - E 23 Madiba - A Mthonjwa/Pulasini Madiba a Madiba Section 21 - O v 15 - L la Ngutyana - I Project No.: 27811 nt Qhasa Nonkobe Mngungu CONSULTANTS: i - A - C z Khampisi - H Mngungu UWP Consulting M Mcwadi Mthongweni - E Lurholweni - A Emanzamnyama Kwampisi - A Makhwantini Mgungundlovu - B - A - F Dolongane Sikulu - A PO Box 25549, Monument Park Mlomowekhuba Mpisi Ntabazulu Luthulini - E Dlangezwa Sikhulu Mahaha R61 Kwamundazwe - A Baleni Mngungu Pretoria, 0105 - U 28 - B Mgungundlovu - B 6 Emanzamnyama Dangeni 9 Umlomowekhuba Kwamlindazwe Kimberly - A - G Kwampisi Madiba Citwayo - A - B Ebenezher - B Kukhanya - C - P 24 Bhekiyeza Mngungu Mngungu Lurholweni Tel: + 27 (0) 12 424 9700 MPENKULU Mngungu Kanyayo Makhwetshube - D - A - C - B Ntshintshani - B - C Vatyini - C Mzamba - A Mbungwana B Madiba Fax: + 27 (0) 12 460 4071 Mhwazini police camp Makhwantini Magangane - M Vatyini Khanyayo - P Mamvunyelwa Dumasi - C - D Makhwantini - J Ntshintshana - C - A Email: [email protected] Kanyayo Khanyayo 10 ESIKULU - B - L Makhwantini Citwayo Madiba Kwamlindazwe Makhwantini - B - A Emabhowuteni Khanyayo Gxeni Lujizo Lujizo Mahwetshubeni - C Vatyini - B - E Ndengane - K - B - C - E Mngwagu - B Khampisi Manyala Lujizo Mgungundlovu Mgungundlovu - B - F Lujizo - G - C 29 Kwandengane Kwampisi Baleni PROJECT TITLE Khanyayo - D - T Makhwantini Bekela - A Khanyayo - B Monti - N Khanyayo Lujizo Makhwantini - A - S - U - G - G - A Khanyayo Kwampisi - O Makhwantini Baleni - D Mashezi Alfred Nzo DM: Universal Access - H Madiba Section 24 - C Makhwantini - T 7 O.R. - K Mnyameni Plan Phase 2 - Progressive Mpisi Mtheni - B Mkhando - B Ta m b o Khanyayo - Q Baleni Development of a Regional Water Ta m b o - S Bizana Lukhalo/Mondi Mbizana - B Baleni Baleni Supply Master Plan - F Baleni - J Makhwantini - I Xolobeni 5 11 - L Baleni Baleni - H - A - E Baleni 25 - O 28 Baleni Baleni Baleni - I Xolobeni Madiba Baleni - M Baleni - G Madiba - S - B Madiba - A - B - Q Ngquza - N Madiba Baleni - H 27 - K MAP TITLE: Hill Baleni Madiba Gobodweni Madiba - V Madiba - E Baleni - J - G Existing Scheme Areas - R Infrastructure Madiba Baleni Water Supply Backlog Status - F - P and Infrastructure Components: Madiba - D UT Dumazulu Mbizana Mgungdlovu Reservoirs 26 Kwa - 24 Nicwe Adequate: Formal Madiba - K

3 SP ³ ± Water Pumpstations 12 Below: Infra & O&M Needs DATE COMPLETED: Scheme Supply Area 2016/05/26 Below: Infra Needs Mgubundlovo ]\WTW Water4 Treatment Works 25 Below: Water Resources Reticulation Line MAP NO.: Below: No Services Formal 8.5 4.25 0 8.5 Kilometers Water Bulk Pipeline13 DC44_Figure 6.2 18 16

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1 Local Municipality Boundaries lu mkhu 2 Ward Boundaries & Numbers · Mzi 2 Census Main Places 26 Masadobe Upper N1 National Roads Gunqwana Mtavuna Umzimvubu MTAVUNA 27 UMuziwabantu Main Roads - A Etaleni - A - B Mpheni Engqubusini Proposed Water Supply Intervention Gxwaleni - NQUTU Nokatshile Etaleni - B - A Area E Local WSS Koqobo Driel 2 Dam Dams & Dam Names SIPHOLWENI Mantlaneni 5 Mlambondaba Gubhethuka Egoxe - C Kwa - K U g u NQUTU Mbutweni Kuchagi Magomba Mfundeni Primary Rivers - B Mantlaneni - D Gilbert 3 Laleni Eyles - B Emantlaneni - C Ludeke Mmangweni Secondary Rivers 18 Qobo Mkobongo Esikhulu - B Dam - C Blockpan Kwasilangwe Mkhandlweni - A MBZ001 N2 Mbizana 5 - B KwaZulu-Natal DWS: Dept. of Water & Sanitation Dumsi Mkhandlweni Kantolo Emabheleni - AA Gwala KwaZulu-Natal - A Sikelo Polela Qweleka - A Ntlavukazi 4 Ntamonde Qungebe No 2 Gwala Ndayingana Gwala - D - B - C 4 Elumayeni Gwala Gwala - E Dumsi - A - F Ezingoleni LOCALITY: - A Nkantolo Qungebe Nkantolo Gwala - B - D - A Nkantolo Mbobeni Mpindweni - B Mount - C Dhungwana 6 A l f r e d Clerkville Kwajali - B Ayliff Ezibanzini Ezinini Eqabangeni - A 7 Kwazulu - G - A N z o 17 Horeni N z o Kwazulu - F Nkantswini Esiseleni Sikelweni Mbhongweni - B 7 Ezibanzini - B Khaleni 3 Nkantswini 26 - A Sisele - C Ludeke Nkantswini - A - B Esithukuthezi - H Ludeke ZININI IZININI Kwantshangase Mission Ezinini Ntshamathe Sisele - A Sikhumbeni - A - B Norwood Ntshangase - B Ntshana NTB001 EE a a s s t t e e r r n n Bholorweni Thec Embane Nompumalanga Bizana CC a a p p e e Mbandane Nkantolo - A Bashwawini Ludeke Hault Emabusheni Tonti Lusikelweni Majavu Lubunde Emarambeni MPETSHWA 1 Mhlanga Local WSS 9 Mazweni 31 Bizana Plantation Enyaka Luphilisweni - B Zinini - A Mbiba Emagusheni - A BIZANA Mchayi Nyanisweni - B Nikhwe Abetshawu Lusukeni Luphilisweni - B Mphetshwa - A Cakwiskolo Betshwaweni Esitholeni Kubha Nqabeni - K Mazweni Khaleni - C 16 Nyanisweni - F Mbandana Elumayeni Nqabeni Nqabeni Makhal Matwebu Nyaka 18 - A - B 14 - Q - H Nyanisweni - D Endlovu Esankuthwana - A Mbandana 15 Bhukuva Mathwebu Kdayeni Ezifama Nqabeni - A 17 Embhungeni - B UMZ001 8 Gqubeni - B Nyanisweni - C FOLOTI - N Mpenkulu Hamohabi ESANKUTHWANA SANKUTHWANA Hloleni Mtamvuna Mbangweni - A - A Ntabankulu Ntubeni - B Nyanisweni - E Bhwnjini Sitholeni Gqubeni Khaleni QANDASHE TSOTSA Magqabasini Nqabeni - M Sikhumbeni - B 13 - E Nobamba - B Dudumeni - C - B Tshonya - A - A Kwatali Sicambeni - B Noziyongwana Gwabei Dayimane - C Mazamekweni Nobamba - C Proposed Nqabeni Redoubt Tsotsa Tyeni Mzintlavana Simakadeni - B Tshwathi - I Thaleni Mangutyana Egugwini Ntlakwe MQONJWANA Mbongwana - A Dam Dinda 29 Mhlabeni MATHE - D Dayimane - B NDWALAZA DINGO Kamaqele Nqabeni Simakadeni Egxeni - B Dangeni - C CLIENT: - D - B 12 Monti Pangweni Mathe - L - A Bhele Nkangeni Mzize Mqoywana - E Dutyini - B Hlolweni - A - E Nqabeni - A Dymane QANDESHE Tyeni 19 - H - J Dutyini Esibomvini Esindwini 20 Dangeni Nonja Bizana MADADANA Greenville Swane Hagwini - C LUSIKISIKI - E - F 9 Ntsimbini Regional Wss Hlolweni Hibiscus Mathe Budville Kwandela - C - B - D Ntsimbini - E - B Ntlenzi 10 Dujene MKOLORA Mzizi 21 Coast Kwandela Ntsimbini Ndlovo Star LUSIKISIKI MONTI KWA Giniswayo Mandela - B - I Mpetsheni - A Nyokweni - G NKOLORA MZIZI Doje Mampingeni - E - B - A - A Mjonjeni 31 - B Ntsimbini Nikhwe Mganko Hlolweni Ntsebene Mgaze Lukholo - C Mxotsheni - C Ngutyana Mkolorha - E 7 Emcetheni Ntlenzi Ngutyana - B LUWIJINI Mampingeni Mqangqweni - A EMADIBA Monti Lupondo MHLABENI - H Qhasa Ntsimbini - F - B Hewu - B 11 Mpetsheni - C - D MHLABENI - A Emampingeni - B MKOLORHA - A Avondale Farm DISTRICT MUNICIPALITY: Ntsimbini - A Mqangqweni No 2 Mqqeni MHLABENI - D Tabankulu Hewu - C Mkolorha Mbokodwa MALONGWANA - G BOMVINI Sigodlweni Elutulini - B Mpetsheni NKOLORA BUTHONGWENI - B Thekwini EMEJELA - B - B - A MFOLOZI - H ELUTULINI Mpetsheni - A Mdikisweni Kolora 22 Ntunjeni - A Elutulini - B MQENI Mcijweni Mpetsheni MKOLORHA - D Bomvini DIKISO - A - B EMADIBA - A Lunjeni Malongwana - D Mkolorha - B - H Gumzana North - B Kumbanzo - A Lupondweni - B Kwangutyana - A Kwabhele - C Sidanga Gumzane Pondaland Thekwini Kwabhele Kunorhengele - C Sidanga - B Lugwijini ALFRED NZO DISTRICT MUNICIPALITY 8 - F Luthulini - D 14 KUNGOZI Lupondweni - A - D Gumzana Kwandlobe Manzani Gumzana - D Mkolorha - C Thekwini Kwabhele - B Madiba - C Mkolorha - F Kwangutyana Kwabhele - E Kwa - - B - N Madiba Thekwini Madada - B Esihlontlweni 16 Sidanga - A Mzizi Mangutyaneni Mtayise Kwa Madiba- C Kusinda Gumzana - B - R Madiba - Q Project No.: 27811 30 - D Kulanga CONSULTANTS: Nkwalini - A - B Kwa Madiba - B Gumzana UWP Consulting Ngutyana Ngomanzi Madiba 8 Sihlontlweni Dakamnyama Mtayise Mthonjwa/Pulasini - E 23 - C - O Madiba PO Box 25549, Monument Park 15 - A - B Madiba - A Qhasa - I Khampisi Mngungu - L Nonkobe Section 21 Lurholweni - A Pretoria, 0105 - A Mcwadi Mthongweni - A - H R61 Sikulu Mngungu - E Mgungundlovu Dolongane Kwampisi - A Luthulini Makhwantini - F - A Mzi Sikhulu Lurholweni - B Tel: + 27 (0) 12 424 9700 ntlava Ntabazulu - E Mlomowekhuba Emanzamnyama - B Dlangezwa Mahaha Mpisi Baleni - U 28 6 Kwamundazwe Kwamlindazwe - A Mngungu - B Fax: + 27 (0) 12 460 4071 9 Citwayo Umlomowekhuba - A Mgungundlovu - B Ebenezher Kukhanya Dangeni - G Kwampisi - C Vatyini 24 Email: [email protected] - B Bhekiyeza Emanzamnyama - A MPENKULU Makhwantini Mngungu Lurholweni Kanyayo - A Makhwetshube - D Mngungu - C - C - C Kimberly - B - D Ntshintshani - B Madiba Mzamba Khanyayo Dumasi Magangane - P - B Mbungwana B Mngungu - A Madiba police Kanyayo - P - C Makhwantini - J Ntshintshana - C 10 Khanyayo Mamvunyelwa ESIKULU - M Vatyini camp Citwayo - B Mngwagu Madiba PROJECT TITLE - L Kwamlindazwe - B Lujizo Mahwetshubeni - A - A Emabhowuteni Gxeni - C Ndengane Khanyayo - K - E Makhwantini - E Makhwantini - B Vatyini - B 5 - B Khampisi Manyala - B Lujizo Lujizo Mgungundlovu - C Alfred Nzo DM: Universal Access 29 Kwandengane Kwampisi - C Khanyayo - F Makhwantini Monti Bekela - A Khanyayo - B Makhwantini Mgungundlovu - N Lujizo Baleni - A - A Plan Phase 2 - Progressive Khanyayo - S - U Kwampisi Lujizo - G - G - G - T O.R. Khanyayo - O Baleni - D - D Mashezi Madiba Section 24 Development of a Regional Water - C Makhwantini - H Makhwantini - T 7 Mnyameni Mpisi - K Ta m b o Mkhando Mtheni - B Supply Master Plan - B Khanyayo - Q Baleni - S Bizana Lukhalo/Mondi - B Baleni - J 11 Baleni Baleni Baleni Makhwantini - I Baleni - H Xolobeni - A - E - F - L Baleni 25 - O Baleni Xolobeni Madiba MAP TITLE: 28 Baleni Baleni - I - B Madiba - G Madiba - B Existing Scheme Areas - Q Baleni - S - A Baleni - N Baleni Madiba - H 27 Infrastructure - M - K and Infrastructure Components: Water Supply Backlog Status Ngquza Baleni Madiba Madiba Gobodweni - V - G - E Mbizana - Baleni Madiba UT Baleni Reservoirs Hill - R - J Madiba MBZ001 Mbizana RBWS Adequate: Formal - F - P

SP ³ ± Dumazulu Water Pumpstations 26 Kwa - Mgungdlovu Madiba - D 13 Below: Infra & O&M Needs Nicwe 24 Madiba DATE COMPLETED: - K Scheme3 Supply Area 2016/05/26 Below: Infra12 Needs ]\WTW Water Treatment Works 18

4 Below: Water Resources Mgubundlovo Reticulation Line MAP NO.: 8.5 4.25 0 8.5 Kilometers 25 Below: No Services Formal DC44_Figure 6.2.1 2 Water Bulk Pipeline

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e n l n a e i Legend M w M bo m a afad o k e e Proposed

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a Nkanji Dam y U g u n U g u Provinical Boundaries Mv e GXWALENI GXWALENI - A - F M Umzimvubu tamv District Municipality Boundaries un z a 27 M in 13 t l

a Local Municipality Boundaries v n ira a Gox n 12 a e Ki GXWALENI SIPHOLWENI 2 - G 2 Ward Boundaries & Numbers GXWALENI · MANZAMA - B - C 5 3 GXWALENI Census Main Places - E 18 N1 National Roads Manxontseni Noziyongwana e a Ngw kaz an GXWALENI Main Roads - D Ku Ntlam Ntenetyana vuka Existing All Town Strategy Water Mqebeleleni Noziyongwana z Dam i Supply Areas

11 4 Driel ESIKWATENI Mbongweni Dam Dams & Dam Names - B Mount Primary Rivers Mkhomanzi 8 Ayliff Mbongweni Ca bazi - A MBHONGWENI Secondary Rivers - C deke Lu Dedelo Sigidini - A - B 17 4 N2 7 Lunzwane 3 15 Dedelo Kwabipha DWS: Dept. of Water & Sanitation - AA MANZAMNYAMA Dedelo - A Mbhongweni N - A - B 27 Dedelo - A q Gumpe - C a 11 Kwabipha b Tonti - C e - B ni Kwaveni 9 Mowa - C Saphukaduku Kwabipha Lutswana LOCALITY: Madamini - B 9 - A Mbongwenimowa MARHAMZENI Thuntu Mjelweni MARAMZENI Kwabipha Manzamnyama Ekukhwezeni - B - D Mjrla - A - A MARAMZENI Thonti - E Kwabipha Upper - B - A - D 14 Mava Gunqwana MARAMZENI Cedarville Bukhwezeni - B MARA Mbongwenimowa 16 M a Mazeni ban M Lufafa Sidaville Ndakeni - A TONTI d a n M - A z n - A - A a c eba Bhakuba Cetshe m Mowa - B b a 17 Emzalwaneni Mowa - E Mowa - A Mabomfu 8 Mhlabeniomhlophe Mazeni - B 21 Mpendlamoya 12 Emzalwaneni 31 Nglntaka Upper Mowa - D Skhulu Gqwashu Gunqwana 18 - A Magcakeni Hlankomo 15 - A Mount Ngwemnyama - B Lusuthu Mbizana Ntabankulu Mabhudu a Mabomvu 16 Maxhegweni -B - E av - C - A Mngazana Luysheko intl Frere Mmangweni z Dlankomo Kungqame EE a a s s t t e e r r n n 13 M - B Mfundisweni C a p e Noomgashe Hlankomo - A C a p e Hlankomo Dambeni Dambeni Kungqame Sityeni - C - C - A Mabomvu Mabomvu Dambeni - B Khetani Mvenyane Kubhonxa - A Magqoozini Proposed Lower z Cama Lwandlana vu i Mceba Mzintlavana M 10 - A Magqagqeni Lwandlana Dam Lugalakaxa - I b 19 Cacadu Mzintlava Ngqame i i Madamini Ngwemnyama - A Lwandlana 12 c ra Ngqubani - B - I - O g Mvu Lubala Pubguleweni Lwazulu Mantaliame N m vu Mantaliani Mboneni Rwantswana Mzintlana Bhubesi 9 Mbangweni - D Tabankulu Tabankulu Gxeni Ca Ngqubani - A ba Tabankulu Madlokoza Ndwane Emthojeni Tabankulu Mbangweni Sihlonyaneni M cete Nqalo Tabankulu - CC n Mhlahlweni Mbagweni i Ndwana Mbangula 31 zimvubu Mbagweni Mbango M Kunyingweni Matyeni e 25 6 Kwagqwarhu Tabankulu n Ngqalo a Ndakeni Matyeni w CLIENT: Maqoyani S Nyandeni Ndakeni Mhlonyaneni Dwakazana - B - B Mchilankuku Upper Gunqwana Madwakazana Ntsibyane Mhlonyaneni Caba - A Xukula - A Msukeni Madwakazana 14 - B 10 Matshona Mngeni Mngefeni - C - C 20 7 Totoba Ngcabhela Ngcabeia Ngozi - A Silevini Mchenge Siqithini 11 Edrayini Ngozi Bomvini - A Emanaleni - C - A - B 5 Kwanyabeni Mzwakazi Mmangweni - A - A R61 Qomo 8 A l f r e d Plantation Msukeni Nkumba XHIBENI Bomvini Bhonga DISTRICT MUNICIPALITY: - A Noziyongwana - A - B - C N z o Ngozi - B Chibini 30 Ludeke Mwalala Ntlambatshe - D Ludeke - A Upper Mgodweni 8 - F Chibini Rwantsana Gunqwana Dwaku - B 15 4 25 Mwalala Upper - B Gunqwana Cotshe Mthukazi Lugangatho 17 Nyathi Tsweleni Upper Dundulu - C Upper - A Gunqwana ALFRED NZO DISTRICT MUNICIPALITY Nyokweni Gunqwana Upper New - A Dondi Gunqwana 6 Sindeni b.v. - A Dambeni 9 Zinyosimi - B New b.v. - A Ludeke Ludeke Latshitshi Mpoza Upper - E Project No.: 27811 - G Latshitshi CONSULTANTS: - L Gunqwana O.R. UWP Consulting Kwantshantsha Ngcwamane 10 PO Box 25549, Monument Park Kwagqina Ta m b o Ngqokoqweni Pretoria, 0105 Mkenke 3

a M Tel: + 27 (0) 12 424 9700

lav 29 t t e

2 ni

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n - C M Fax: + 27 (0) 12 460 4071 Upper tu 13 Ngavu - Gunqwana Madwana Email: [email protected] Ngavu - C Ndile 15 Silevini Upper Nydkweni 7 - A 12 Gunqwana Sinquma Ntaboduli Ngavu - - A Ngavu New b.v. Ngquza Kwanyasa - B - B PROJECT TITLE Hill 28 Nkamasana Nkamasana 11 5 Alfred Nzo DM: Universal Access Mhlontlo Nydkweni Ngavu - - B Nkamasana Plan Phase 2 - Progressive Ms Ngavu - A i Dumsi - B k Nkamasana a Development of a Regional Water Xurana b a 27 Ntaboduli Supply Master Plan - B

14 Nkamasana Thin a Mpoza - J 1 Kukulozi 26 MAP TITLE:

Nkamasana Existing Scheme Areas Proposed Ngqumane Dungu 3 Infrastructure - C - A Laleni Dam Water Supply Backlog Status and Infrastructure Components: 11 12 8 UT Nkamasana Ntabankulu Reservoirs9 Adequate:10 Formal 4 Upper

SP ³ ± Water Pumpstations Gunqwana Ntlangano Below: Infra & O&M Needs iTs 2 DATE COMPLETED: Schemeits aSupply Area 2016/05/26 X Nkamasana ura Below: Infra Needs 13 ]\WTW Water Treatment Works 18 5 na 24 ha Below: Water Resources ts n Nkamasana i Reticulation Line 1 1 ta z a 16 MAP NO.: 26 M k

a M 8 4 0 8 Kilometers o r lo Below: No Services Formal Water Bulk Pipeline 17 DC44_Figure 6.3 N g c 18

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F6.3 ATCandSchemeInfra_Ntabankulu.mxd Ndumndum Legend Area Water Supply NKUNGWINI 07 S i s o n k e Greater Provinical Boundaries Kokstad District Municipality Boundaries GOGELA 1 BROOKS Local Municipality Boundaries NEK NCAWAYI KwaZulu-Natal Matatiele KOKELA M MDUMNDUM 2 Ward Boundaries & Numbers v NDARHALA UMuziwabantu en · y MJIKWENI a NDAKENI Census Main Places n - A 10 e NGXAKAXA - K SIDAKENI - B CABAZANA - A SIDAKENI NEW LOOK N1 National Roads - C U g u KUMACIBINI PEPENI U g u Ngwabashwe 26 SILINDINI - B Main Roads - C NQABENI A l f r e d MBUMBAZA NKANJI A l f r e d - P Proposed Water Supply Intervention 6 2 14 HLOMBE PUTUKEZI PEPENI NQUDU i Area N z o alw en - A MQHEKEZO Mv Umzimvubu ne LUBALEKO Driel a o MWACA NKANJE - E dob Dams & Dam Names M m afa Dam e FUSI M

k e - B Proposed n MGHOKWENI - B a MGHOKWENI - A Nkanji Dam LUBALEKO Primary Rivers y DAMBENI FARM Mv en LUBALEKO - C GXWALENI - A GXWALENI - F MQHEKEZWENI - D - A MVALWENI M Secondary Rivers Gxwaleni - tamv 13 MQOKWENI MQHEKEZWENI MFALAMKHULU SIPOLWENI u n a UMZIMVUBU - E UMZIMVUBU E Local WSS 27 - B MQHEKEZWENI - E 12 NTLAVINI 2 Kni - G Goxe ir a NGWEKAZANA - B MQHEKEZWENI LUBALEKO MANZAMA GXWALENI - G DWS: Dept. of Water & Sanitation - D NGWEGWENI - B NGWEKAZANA - A GUBUZI - F SIKROQOBENI GXWALENI - C MAQABANIHI MDENI DANTEE MVUBINI 5 - E 3 a GXWALENI - E n a v

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NDAKENI i - L Manxontseni z LATANA M NDZONGISENI BETSHWANA - A BETSHWANA - B GXWALENI az TELA - B - D MADADIELA k a na Mbizana N w e g KuN MAPHELENI BETSHWANA - C tla Mqebeleleni mvuk Ntenetyana MADIDEELA MOMBENI BETSHWANA azi Dam - D TELA - A 11 NATALA 4 ESIKWATENI BHONGA Mbongweni NDAKENI - B SINGENI - B - J - B MOUNT AYLIFF Mbongweni Mkhomanzi MBHONGWENI 8 - A E a s t e r n Ca az LUBHALASI - C E a s t e r n b i LUGELWENI Mount ke CC a a p p e e VOVENI SUGARBUSH Ayliff ude MAGONTSINI SIGIDINI - A Dedelo L - A - A Mnceba Sigidini - B 17 4 Regional N2 7 Kwabipha MNCEBA DUTYENI Dedelo - AA 3 15 BHADALALA DUTYINI Dedelo - A Wss - A GONO - D - B Mbhongweni Dedelo NTSHIKAZI - A Lunzwane N 27 - C Tonti q LUXWESA Kwabipha - C a Bizana 11 b MHLOZINI - B Kwabipha e n Regional 9 - B Lutswana i SIKEMANE Mowa - C Wss Mbongwenimowa Thuntu Ekukhwezeni MARAMZENI - A Kwabipha Kwabipha SIPHUNDU - B Thonti - A ESIKHUMBENI MARHAMZENI - D - E Mava - D Cedarville MARAMZENI MARA Mazeni Mbongwenimowa - A Bukhwezeni - B Mban a TONTI - A d an Mn c eba Mowa - B - A Cetshe M Mowa - E Mabomfu 17 z MBZ001 i Mazeni CLIENT: 12 n Mowa - A NTB001 tla - B 16 31 va Mowa - D Magcakeni Hlankomo - A 18 - B 15 Mabomvu - C UMZ001 9 16 Dlankomo Lusuthu Mfundisweni 8 13 Hlankomo - A - A Kungqame Mount Hlankomo - C - A Mabomvu Kungqame Mabomvu zi Frere 14 - B vu - B - A M Kubhonxa Cama Proposed Local WSS Lwandlana - A Mzintlavana Lwandlana Dam 21 - I 19 Mzintlava - A Lwandlana - O Ngqame M Mantaliani DISTRICT MUNICIPALITY: v umvu Mboneni Mbangweni Mantaliame Mzintlana - D Rwantswana 10 C ab a Tabankulu Ngqubani Mbangweni Ndwane Madlokoza - CC M te Sihlonyaneni ce n Mbagweni 9 Ndwana i Mbangula Mbango 31 Mzimvubu ALFRED NZO DISTRICT MUNICIPALITY 25 6 Matyeni Tabankulu R61

Ndakeni Madwakazana Dwakazana Tabankulu - A CONSULTANTS: Project No.: 27811 Local Wss Madwakazana - B UWP Consulting Mngeni 10 PO Box 25549, Monument Park - C Totoba Ntabankulu 7 Pretoria, 0105 20 Mchenge Siqithini Edrayini - A 11 Tel: + 27 (0) 12 424 9700 Bomvini Fax: + 27 (0) 12 460 4071 5 Mzwakazi - A 14 Mmangweni - A Qomo Email: [email protected] Plantation 8 Bomvini Msukeni - B Noziyongwana S

- A w

a Ludeke n PROJECT TITLE e - D Bhonga - C 30 Ludeke Ntlambatshe 8 - F Alfred Nzo DM: Universal Access 15 4 va 25 Cotshe tla Plan Phase 2 - Progressive in Ngquza Nyathi z M - C Development of a Regional Water 17 Nyokweni Hill - A Dondi O.R. Supply Master Plan Mthukazi Dambeni - B 6 9 Ta m b o Ludeke Ta m b o Ludeke M - E t - G Latshitshi e n 15 t u Kwantshantsha Ngcwamane 10 MAP TITLE: Ngqokoqweni Existing Scheme Areas Infrastructure Thina Mkenke and Infrastructure Components: Mhlontlo Water Supply Backlog Status 3 29 Ntabankulu - UT 2 Reservoirs 13 NTB001 Nkanji Dam Integrated RWS Adequate: Formal Madwana Nydkweni Ndile

SP ³ ± Water Pumpstations - A Silevini Below: Infra & O&M12 Needs 7 Upper Gunqwana DATE COMPLETED: Scheme Supply Area Sinquma 28 2016/05/26 Below: Infra Needs 11 ]\WTW Water Treatment Works 11 5 14 9 Below: Water Resources 1 Nydkweni - B Nkamasana X Reticulation Line u MAP NO.: r sikaba a M n 7.5 3.75 0 7.5 Kilometers Below: No Services Formal a DC44_Figure 6.3.1 Water Bulk Pipeline 27 3 12 10

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F6.3.1 ATCandSchemeInfra_NTB001.mxd JJ o o e e 12 GG q q a a b b i i M Legend M St ill o re rula n e am Provinical Boundaries District Municipality Boundaries

D i r oewg aMa Crystal nza Local Municipality Boundaries 23 lo m Ro ne Springs nyam ma R617 a e Dam · M k 2 Ward Boundaries & Numbers 18 Census Main Places

N1 National Roads

Greater R56 Main Roads Matatiele

21 Kokstad Existing All Town Strategy Water Mve

n Supply Areas di 10 y aba a S om n e Driel 10 Proposed Dam Dams & Dam Names Mkemane Dam EPIPHANY 24 - B MADLANGENI Primary Rivers - A S i s o n k e UPPER MNYAMANA Secondary Rivers

MDAKENI 22 NKUNGWINI 07 24 EGUBHUZI NCQUMANE NOMKHOLOKHONTO N2 - B - B DWS: Dept. of Water & Sanitation LOWER NOMKHOLOKHONTO 1 NCINIBA MVENYANE - A LOWER GOGELA TSHISANE MNYANUNA BROOKS NDARHALA KOKELA NCAWAYI NOMKHOLOKHONTHO NEK NYOSINI 6 MPOFINI COLANA 26 A l f r e d MDUMNDUM - B LOCALITY: LUYENGWENI EMBIZWENI MJIKWENI NCOME N z o NDARHALA NDAKENI SPRINGS NKANJI SIDAKENI - A 23 NGXAKAXA - K MHLUTA - B CABAZANA NEW LOOK - A SIDAKENI Umzimvubu MAWUSHENI SFOLWENI - C 2 MKHWEZENI XHAMENI - B KUMACIBINI XHOLOTI NTSIMANUWENI - C Ngwabashwe N - A NKANJI NTSILEKANE co NQABENI PEPENI TSENI SILINDINI - C m - P - B T kwan e - C MBUMBAZA 9 o a LUDONDOLO NDESI MVUMELWANO ROMA MAGONTSINI NQALWENI NTSIMANUWENI MPAMBA - B 2 NQUDU - B - B NCOME - B SIQHINGENI PUTUKEZI - A HLOMBE ni NKANJI alw e PEPENI QAQENI EMANQILWENI MQHEKEZO v G SDUMELA MPOZA NKANJI LUBALEKO M - A GXAKU - B - A TYENI MWACA MPUNGUTYANA - F MGHOKWENI NKANJE o - C - F - E xe

MNTSILA - A - B Proposed

MNDINI NTEBENI - B FUSI

l M MGHOKWENI LUBALEKO MNTSILA v SIQINGENI Nkanji Dam Qw ida SIVUMELA MAUONTSINI DAMBENI n ESIBIKIBINI NTIBANE - A - B - C

8 a ZIGADINI NGOJINI - A - B e GXAKU - C - A MQHEKEZWENI BHUKAZI Damini n - A UMZIMVUBU - D MVALWENI EE a a s s t t e e r r n n - A yan - B MFALAMKHULU ZIGADINI ESIKOLWENI LWANDLANA 13 e C a p e MNDINI MQOKWENI MQHEKEZWENI MFALAMKHULU SIPOLWENI M C a p e - D - C - E EMANQILWENI zin GXAKU - G t - B SIKROQOBENI LAMBASI l - B UMZIMVUBU 12 - H a NTLABENI MPOZA - E NTLAVINI v a an DUZE ir - K - B in NGWEKAZANA a ROBA K BETHANI - B LUBALEKO NGWEGWENI NGWEKAZANA GUBUZI MQHEKEZWENI - B NIYONA SIQHINGENI MKHANGISA - A - F SIKROQOBENI - D 14 LUTATENI - B LUBOMVINI MUVNUVNBLOVO - B MAQABANIHI 5 MDENI 3 DANTEE - A ESIKOLWENI MVUBINI - E NIYONA MATYENI MKHALATYE - C - F NTABETSOLO - A NIYONAI - B 18 Lu NDAKENI - L NGOGUDLINTABA zi - B ELUQOLWENI - A ELUQOLWENI NDOKENDIBONE KHALANKOMO BETSHWANA NTABETSOLO - A NDZONGISENI - A - C NGROZANA MAFUSINI Ngwekazana TELA - B - A - H LATANA MPOLA BETSHWANA - A MPOLA MADADIELA BETSHWANA - B MGWETSHENI - B MAPHELENI BHONGA BETSHWANA - C KWA QANQU MADIDEELA MOMBENI - B - D MABLAZEKO MBIZENI QOXE SIHLAHLENI - A - B - A NATALA 4 16 NTENETYANA SIHLAHLENI SINYAQA 11 TELA - A - B SINGGEZU MACHELENI MHLOTSHENI Mlenze NDAKENI BHONGA - J - B MANDLENI NTENETYANA EMALONGWE 7 SINGENI NDAKENI - B QWIDLANA - B - J 8 Mount CLIENT: PITSHINI MDENI CENTULI MOUNT - F MMANGWENI MTHONJENI - E EHAGWINI LUGELWENI AYLIFF VOVENI SUGARBUSH Ayliff NKUNGWINI - F - A MAFUSINI - B THWA C - N MAGONTSINI SIGIDINI z SUGARBUSH MOUNT 17 NGQABAWANA aba i - A - A Elundini MNCEBA AYLIFF 15 CABAZI BHADALALA - A DUTYENI LONG - A DAYIMANI NTSIMBINI BUFFALO GONO DUTYINI - E - G NECK CABAZI - D - B 27 EKUTSHENI NTSHIKAZI LUXWESA NGQWARHA GUBUSI 9 MHLOZINI SIKEMANE HOFISI NTLANGOMO

MAGQOGQENI MJIKELWENI 22 - B ESIKHUMBENI BHUWA CHANI - A SIPHUNDU KWASODLADLA MBODLENI Cedarville XHOKONKA 17 MPENDLA a x MHLOKWANA NCUNTENI Mn a M Nx NQANTOSI ceb a DISTRICT MUNICIPALITY:

- B z i MABHOBHO MAKAULA GIQEKA 12 18 NQANTOSI nt 16 7 u MABHOBHO BHUWA - B lava anq - B PAPANANA Lubacweni Qh MBIZENI CWALINKUNGU 11 15 - C GIQEKA MOUNT Nyanzele 8 XOLO 16 FRERE 20 Nyanzele 19 13 MBIZENI - C Bobana BHUWA Mount HLANE - C 14 Sipilini GALALI Frere ALFRED NZO DISTRICT MUNICIPALITY G BISLANE uz - B q MPINDWENI Mv i EMOYENI NGONYAMENI u a - C ZIBOKWANA - D - D k thw 21 u ili NUSHWINI QUMRHA n s T MNAMBITHI q M MAGXENI a vum vu - A Project No.: 27811 MTONYENI CONSULTANTS: DUNGU - D UWP Consulting - B 19 MAGQAGQENI 10 C Maplotini a O.R. - F Gqaqhana b PO Box 25549, Monument Park TOLENI MTONYENI a

- B - E

rai Mangqamseni Pretoria, 0105 i c MAGQAGQENI b Ntabankulu T a m b o MHLANGANISWENI MAGQAGQENI - D 9 T a m b o - A BUMBENI EKUGQIBELENI N cot g - A g h N DANGWANA Mafusini 31 i MACHOLWENI - A DANGWANA - C MTOMBOKAZI Tel: + 27 (0) 12 424 9700 20 - A 25 Tabankulu KUSASA Fax: + 27 (0) 12 460 4071 21 ESSEC Mangqamzeni Mafusini Email: [email protected] - A - F 30 ESSECK MAJUBA MGUGA FARM MAGCAKINI - AA - D Chibini LVANDLANA - G DANGWANA TINA Ngojini 6 EMVA 7 18 - B HILL CABANE - C PROJECT TITLE KWESIKOLO QOKOLWENI Ngquza - B Ngojini MAJUBA Masomntwana - B - B Alfred Nzo DM: Universal Access 5 Hill MPEMBA Plan Phase 2 - Progressive BLACK GINGWENI 8 HILL - A LWANDLANA M Development of a Regional Water Mhlontlo - B zimv ub 22 u Supply Master Plan MAWUSHENI - A 8 4 u 25 C lu n c a 17 Thina R61 MAP TITLE: 6 9 Existing Scheme Areas

iTsitsa 23 Infrastructure a Proposed and Infrastructure Components: Water Supply Backlog Status b Ntabalanga a Dam ki UT s Umzimvubu Reservoirs M Adequate: Formal 3

SP ³ ± Water6 Pumpstations 11 Below: Infra & O&M Needs 2 13 DATE COMPLETED: Scheme Supply Area 2016/05/26 15 Below: 16Infra Needs 12 7 ]\WTW Water Treatment Works tlava in Below: Water Resources z M Reticulation5 Line 5 396 11 MAP NO.:

9 a a 9.5 4.75 0 nr 9.5 Kilometers

Inxu Below: No Servicesr Formal a u DC44_Figure 6.4

Water Bulk Pipeline Tyi 1 24 14 X 10 Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F6.4 ATCandSchemeInfra_Umzimvubu.mxd 12 Legend BUBESI Greater - A 18 Crystal Springs Provinical Boundaries 23 Kokstad Dam BUBESI FIVA MENYANE - B R617 District Municipality Boundaries RASHENI MVENYANE - A EZIPAMPRINI - B BAMANLI Matatiele GERMISTON Local Municipality Boundaries NKALWENI KWANDWENGULA - B - E EMAXESIBENI MVENYANA KGOBA NYANISO 2 Ward Boundaries & Numbers 11 MRWABO TINANA - B MKHALATYE · EZIPAMPRINI - A ROLWENI - A COLANA - A Census Main Places EZITALE 21 KWAQILI Mangoloaneni GWADANA - A MDENI MAT001 SMALL N1 National Roads MJIKELWENI - A SITHIWENI - D LOCATION Proposed KwaZulu-Natal N2 EMNYAMANENI Mkemane Dam EPIPHANY - B Ndumndum Area Main Roads 24 NGQUMANE - B Water Supply TYIWENI UPPER MADLANGENI Proposed Water Supply Intervention MNYAMANA LUKHOLWENI MKIMANE - A - B MDAKENI Area 22 Driel HILLSIDE NCQUMANE S i s o n k e Dams & Dam Names LOWER - BB LOWER NOMKHOLOKHONTO - B S i s o n k e Dam MNYANUNA NDAKENI - I EGUBHUZI MVENYANE 10 EPIPHANY NCINIBA NOMKHOLOKHONTO - A - B Primary Rivers TSHISANE COLANA - A EPIPHAMY - B NOMKHOLOKHONTHO MPOFINI NYOSINI Secondary Rivers LUYENGWENI EMBIZWENI NCOME 10 24 PHALANE 23 SPRINGS MHLUTA SFOLWENI A l f r e d MKHWEZENI MAWUSHENI - B 1 15 EMJIKELWENI - H NTSIMANUWENI - C Umzimvubu XHOLOTI - A N z o 2 DWS: Dept. of Water & Sanitation MVUMELWANO XHAMENI LUDONDOLO NDESI ROMA NQALWENI - B NTSILEKANE UMZ001 - B MAGONTSINI - B MPAMBA TSENI NTSIMANUWENI - B 9 NCOME 6 2 - C QAQENI MPOZA 26 EMANQILWENI - A TYENI GXAKU - B SDUMELA - F MNTSILA - F SIQHINGENI - A

- C 14 13 NTEBENI - B Proposed LOCALITY:

ZIGADINI MNDINI NGOJINI MPUNGUTYANA v M MAUONTSINI MBZ001 GXAKU ESIBIKIBINI NTIBANE Nkanji Dam - C BHUKAZI - A - A SIVUMELA - B MNTSILA e SIQINGENI ZIGADINI - A Damini LWANDLANA - A n a Gxwaleni - E EMANQILWENI y

GXAKU - D - B ne - E Local - B ESIKOLWENI NTLABENI MPOZA 12 - K - C DUZE - B n WSS ROBA Ki ir NIYONA a SIQHINGENI - B BETHANI - B MUVNUVNBLOVO - B MATYENI MKHANGISA LUTATENI 5 3 NIYONA - A NIYONAI - F NTABETSOLO - B ELUQOLWENI 18 LUBOMVINI - A MKHALATYE - A NTABETSOLO 8 KHALANKOMO - C - B NGROZANA - A MPOLA MPOLA NDOKENDIBONE KWA - A - B EE a a s s t t e e r r n n R56 MGWETSHENI QANQU - A MABLAZEKO QOXE Ntenetyana CC a a p p e e MBIZENI - B Dam NTENETYANA SIHLAHLENI - B 11 4 SINGGEZU SIHLAHLENI SINYAQA MACHELENI Mlenze - A 22 27 QWIDLANA EMALONGWE MHLOTSHENI MDENI MMANGWENI 8 MANDLENI - F Mount - B NKUNGWINI - F CENTULI MTHONJENI - A MAFUSINI - N Ayliff PITSHINI - B - E EHAGWINI NGQABAWANA THWA CABAZI 17 MBZ001 DAYIMANI 7 BUFFALO 15 LONG CABAZI - A 9 - E NTSIMBINI - G MANZAMNYAMA - A NECK - B Mnceba EKUTSHENI Gumpe NGQWARHA GUBUSI Regional Wss 11 NTB001 MBZ001 Kwaveni Saphukaduku HOFISI NTLANGOMO MJIKELWENI MAGQOGQENI - B BHUWA Mjelweni - A Tonti Mjrla - A CHANI Manzamnyama Local WSS 16 KWASODLADLA MBODLENI Cedarville XHOKONKA MHLOKWANA 17 MPENDLA Sidaville Lufafa NCUNTENI 12 13 Ndakeni Mhlabeniomhlophe - A CLIENT: MAKAULA 18 GIQEKA Mpendlamoya Emzalwaneni Bhakuba MABHOBHO 16 Skhulu - A Gqwashu Elundini BHUWA PAPANANA CWALINKUNGU Nglntaka 7 Lubacweni Ngwemnyama 14 15 MBIZENI - B Mount Luysheko 8 XOLO 16 Nyanzele Maxhegweni -B - E Mngazana 20 - C Frere Dambeni Mabhudu BHUWA Bobana Mmangweni Sityeni Noomgashe - C - C GALALI - B Sipilini HLANE Magqoozini Lower Khetani Mvenyane Kubhonxa Dambeni BISLANE EMOYENI - D Mceba MPINDWENI - C ZIBOKWANA NGONYAMENI - D Magqagqeni Local WSS MBZ001 19 Lugalakaxa Ntabankulu NUSHWINI 21 MAGXENI Madamini - B Cacadu Ngwemnyama - I Kubhonxa MNAMBITHI - A QUMRHA Lubala Pubguleweni DUNGU 10 Lwazulu 18 MTONYENI - D Bhubesi - B Gxeni 19 TOLENI MTONYENI Maplotini - B - A DISTRICT MUNICIPALITY: - E MAGQAGQENI - F Gqaqhana Mangqamseni Emthojeni Mhlahlweni Tabankulu MHLANGANISWENI - A MAGQAGQENI - A MAGQAGQENI - D Nqalo Mafusini - A Local Wss 9 DANGWANA BUMBENI DANGWANA - C EKUGQIBELENI KUSASA ubu Maqoyani 31 - A Mzimv Kunyingweni Tabankulu 20 MTOMBOKAZI 25 Mhlonyaneni 21 Kwagqwarhu Ngqalo Mangqamzeni - A - B ESSECK MAJUBA Mafusini Nyandeni - B ESSEC MGUGA Ntsibyane FARM - AA - F Mhlonyaneni - A Xukula Caba DANGWANA LVANDLANA Ngojini Chibini - G Msukeni - B MAGCAKINI TINA CABANE - C 6 - D QOKOLWENI 7 ALFRED NZO DISTRICT MUNICIPALITY HILL Ngcabhela Ngcabeia Matshona - C - B Mngefeni Silevini EMVA Ngozi - A oi KWESIKOLO MAJUBA - B o Masomntwana Ngozi - C M BLACK Ngojini MPEMBA Emanaleni Kwanyabeni - A HILL - A GINGWENI - B Project No.: 27811 - B Nkumba 8 CONSULTANTS: XHIBENI LWANDLANA - B 5 - A UWP Consulting PO Box 25549, Monument Park MAWUSHENI Ngozi - B 22 - A Rwantsana Mgodweni Mwalala - A Pretoria, 0105 Chibini Dwaku - B 8 4 25 Lugangatho Mwalala - B Tel: + 27 (0) 12 424 9700 17 Tsweleni - A Fax: + 27 (0) 12 460 4071 Sindeni Dundulu Email: [email protected] New b.v. 6 9 - A Mpoza 23 Zinyosimi Proposed - L Ntabalanga Dam Kwagqina PROJECT TITLE Mhlontlo 3 New b.v. a Alfred Nzo DM: Universal Access

6 ni tlav 11 2 z 17 - C M R61 13 Ngavu - Plan Phase 2 - Progressive Ngavu - C 15 Ntaboduli 7 16 12 - A Ngavu - New Development of a Regional Water Kwanyasa Ngavu b.v. - B Ngquza - B Supply Master Plan 396 Ngavu - 1 Hill Ngavu - A Dumsi 5 - B I nx u Ntaboduli - B MAP TITLE: 5 24 Existing Scheme Areas Infrastructure 14 Mpoza - J and Infrastructure Components:

Water Supply Backlog Status Kukulozi h n i a Umzimvubu -

UT T Reservoirs1 Ngqumane UMZ001 Mkemane Dam Integrated RWS Adequate: Formal Proposed - C Dungu 3 Laleni Dam - A 11 12

SP ³ ± Water Pumpstations 9 Below: Infra & O&M Needs 10 Upper Gunqwana 4 DATE COMPLETED: Scheme Supply Area 8 Ntlangano 2016/05/26 Below: Infra Needs iTsitsa 2 ]\WTW Nkamasana Water Treatment Works 13 18 Below: Water Resources Reticulation Line 7 1 MAP NO.: 3 1 1 26 5 10 5 0 10 Kilometers Below: No Services Formal 6 17 DC44_Figure 6.4.1 Water Bulk Pipeline 18 20 Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F6.4.1 ATCandSchemeInfra_UMZ001.mxd Legend uMgungundlovuuMgungundlovu Ingwe Kwa Sani Provinical Boundaries Richmond District Municipality Boundaries Local Municipality Boundaries 2 Ward Boundaries & Numbers · L e s o t h o 612 Census Main Places Hopewell Dam N1 National Roads Main Roads N/ECDC44/060/W

7 ECR001 // F/ECDC44/001/W Poortjie Dam R612 8 9

4 ZEC034 Proposed ZEC155 11 Kinira Dam ZEC182 13 R617 12 S i s o n k e ZEC152 DWS: Dept. of Water & Sanitation 5 Ubuhlebezwe ZEC178 3 ZEC153 25 Maluti 2

16 LOCALITY: 6 20 26 ZEC156 W/EC/7656/09/11 Matatiele Umzimkhulu 14 A l f r e d N/ECDC44/036/W ZEC151 Bon Accord N z o 10 Dam Mountain Dam KwaZulu-Natal N/ECDC44/058/W Cedarville 15

17 EE a a s s t t e e r r n n C a p e 13 N/ECDC44/044/W N/ECDC44/051/W C a p e

23 N/ECDC44/050/W Greater Kokstad R56 12 Matatiele Crystal Elandskuil W/EC/6929/09/12 Springs Dam Dam Umzumbe 18

11 24 N2 21

Proposed 14 Mkemane Dam ZEC044 22 CLIENT:

10 13 L e s o t h o N/ANDM/PMU/33/18/10/07 1 10 2 16 24 15 N/ECDC44/059/W ZEC167 N/ECDC44/002/W ZEC166 9 6 26 UMuziwabantu ZEC174 14 Proposed U g u W/EC/6701/06/08 Nkanji Dam 27 U g u N/ECDC44/023/W ZEC162 ZEC146 ZEC046 ZEC164 12 ZEC170 N/ECDC44/028/W 11 ZEC168 2 ZEC133 ZEC162 ZEC163 Gilbert N/ECDC44/029/W 5 3 Ludeke Eyles 18 23 Dam 8 DISTRICT MUNICIPALITY: 5 Ntenetyana ZEC175 ZEC047 Ezingoleni Dam N/ECDC44/061/W 4 Umzimvubu 17 W/EC/8650/10/12 8 7 Mount 15 ZEC173 3 7 6 R396 Ayliff ZEC157 ZEC147 4 ZEC169 26 ZEC171 27 12 ZEC176 ZEC160 9 ZEC150 ECDC15/106/W/06/07 16 Bizana ALFRED NZO DISTRICT MUNICIPALITY 22 ZEC145 16 1 J o e ECR044 // 17 13 8 31 18 18 11 15 N/ECDC44/038/W G q a b i 7 Mount N/ECDC44/063/W Project No.: 27811 20 9 CONSULTANTS: 16 Frere 30 UWP Consulting N/ECDC44/064/W 14 Proposed 13 Mzintlavana 17 29 PO Box 25549, Monument Park 21 ZEC172 N/ECDC44/057/W 19 Dam Pretoria, 0105 20 10 4 19 25 12 Hibiscus N/ECDC44/041/W 21 21 9 Tel: + 27 (0) 12 424 9700 31 ECR008 Coast 18 6 Tabankulu Fax: + 27 (0) 12 460 4071 ZEC158 7 19 ZEC177 Email: [email protected] 10 20 22 ZEC181 Ntabankulu N/DC15/032/W 11 O.R. 17 22 8 14 3 Ta m b o 5 PROJECT TITLE Ta m b o 30 R61 4 8 25 ZEC115 23 Alfred Nzo DM: Universal Access

3 6 9 ZEC149 28 Plan Phase 2 - Progressive Proposed 23 ZEC135 16 ZEC144 24 Ntabalanga 16 Mbizana 10 Development of a Regional Water Dam 25 5 15 Elundini 6 2 ZEC114 29 Supply Master Plan 13 17 15 12 7

396 Mhlontlo 11 27 9 28 2 N/ECDC44/056/W Projects & Interventions 5 24 ZEC159 MAP TITLE: 14 Project Origin 1 26 N/ECDC44/062/W Water Supply Backlog Status Proposed 3 Projects and Interventions RBIG Laleni Dam 11 12 Adequate: Formal 10 4 MIG 8 25 13 18 7 24 1 Below: Infra & O&M Needs3 1 Other 1 6 DATE COMPLETED: 1 2 Proposed 2016/05/25 23DM/MWIG Below: Infra Needs 18 Zalu Dam 17 Sakhisizwe 16 2 26 1 5 20 15 C h r i s Below: Water Resources 14 20 Ngquza C h rACIP i s Nyandeni 27 17 3 19 4 Port St Magwa MAP NO.: H a n i 20 Dam Hill Below: No Services Formal 4 20 10 0 20 Kilometers Own-Muni Johns 21 DC44_Figure 7 22 Engcobo 5 19 14 31 23

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F7 Projects.mxd Legend

Provinical Boundaries District Municipality Boundaries Local Municipality Boundaries 2 Ward Boundaries & Numbers KWA · MANZI MAMPOLA Census Main Places POTE - A BOVINI EKHOHLWENI N1 National Roads KHOHLWENI NCWENGANA Main Roads L e s o t h o SFOLWENI PAMLAVILLE MDYONE - A HILLSIDE - B MNGENI - B SFOLWENI - A BOTIN - B

MATIYASE MAVUNDLENI PAMLAVILLE NEW - A - A 7 HOUSE MATIASE PAMLAVILLE LUFEFEIN MAGAYAZIDLELE KWA - C EDRAYINI MATIAS - CC - D D S KWA MATIAS KWAMBOMBO GOXA 8 NURESH - C 11 - B CIBINI NURESH SIPHO LA CIBINI - A DWS: Dept. of Water & Sanitation - A - I MKOMTHI NKALI MPOLIMPOLI 10 DRESINI MAKHOBA LUBALEKO CIBINI MACHANGANENI - A AFZONDERING CIBINI S i s o n k e - B - B - B S i s o n k e - B BEDFORD NKALI 9 - F GOXE - E MAKOBA - B HLAHLWENI - B VIKINDUKU TSITSA-MVULA KWAMADLANGALA NKALI - L MOUNT MOUNT LOCALITY: KHASHOLE - D BRAMWEL MAKOTIKOTING - D CURRIE CURRIE LOKISHINI NU 017 NU 464 KAPOTLO THUTHANENG 4 - A ZEC034 SKEPANENG MATEWU LAGRENGER HILLSIDE SHENXE KwaZulu-Natal DIGHOHLONG LEHATA TSITSONG KwaZulu-Natal MABULA DESCUUR - AA NQUTHU MOUNT ZEC155 GUDLINTABA MANASE MAGEME CURRIE LOKISHINI - E MOYENI LIKHOHLONG MUQUBI NU 018 13 BANOYOLO - E - C TSENULA MATIMA ZEC152 MAKGWASENG 12 BETHEL THAKANELO DIKOTOBANG NKOSANA KUTWANA MOYENI - A GOBIZELA - H Greater MOPENG MAGOGOGWENI OUTSPAN TIPING KHOLOKWE RIFANTSU DIAHOS - B 2 - B Kokstad PONTSENG JABULANI JABAVU MAZIZINI - E TIPING MOUNT KGUBETSOANA KUMETSWENG HARDENBURG CURRIE KUNTLOKOVANG MALOTO - A BLACK 5 14 - A TSITA A HEBRON - A MOUNT NU 036 EE a a s s t t e e r r n n KGUBETSOANA SPRINGKAAN ZEC178 Maluti DIAMOND - B 3 CURRIE CC a a p p e e GLADSTONE MOUNT EZIKAMERENI 25 ST PAUL-A RAMOHLAKOANA ZEC153 NU 072 FARM - A CURRIE LUNDA MALUTI GOBIZEMBE NU 075 MAHARING 16 MOUNT - A MAKEMA MOUNT MFOLOZI DANINI CURRIE CURRIE MOUNT KHAULA CURRIE - B MGUNGUNDLOVU - B Maholohlo NU 078 NU 073 - A MOUNT NU 010 MOUNT - E ESBI KGWAPHA N/ANDM/PMU/06/07/MIG MOUNT CURRIE CURRIE MGUNGUNDLOVU DENTSA KHOLHONG CURRIE - F HATHAKALELO FARM MAGUZEN 001-003 NU 091 NU 008 FARM 6 TSHISA NU 423 MOUNT DENGWANA MOUNT 10 MOUNT - C 20 CURRIE MOUNT A l f r e d ZEC156 W/EC/7656/09/11 - A CURRIE MOUNT MOUNT MOUNT CURRIE TSHISA NU 092 CURRIE MOUNT NU 424 CURRIE CURRIE MOUNT CURRIE (FARMS) Matatiele - A NU 086 CURRIE N z o MNGUNGU NU 426 NU 089 CURRIE NU 105 MOUNT N z o N/ECDC44/036/W MAHHIBI HLONDEDLINI NU 009 - G KWAZICWALILE MOUNT MOUNT MOUNT NU 097 MOUNT CURRIE HLOMENDLINI CURRIE CURRIE CURRIE CURRIE NU 107 KHWARAI KWALUNDA MOUNT MOUNT KUEGANA EMHLOLWANENI HLOMEDLINI MATATIELE NU 432 NU 093 MOUNT MOUNT NU 100 NU 102 MOUNT MOUNT CURRIE - B 19 CURRIE CURRIE CURRIE MOUNT CURRIE MNGUNGU KWEQANA BLOCK CURRIE CURRIE NU 290 MATELENG NU 436 NU 095 NU 096 NU 108 - K A - A SILINDINI NU 104 (FARMS) ECR001 // MHLOLOANENG ZEC151 QHITSI MAGOGQOLWENI - B MOUNT THABA - A CABA - A MOUNT CLIENT: F/ECDC44/001/W MOUNT CURRIE CHICHA MHLOLOANENG CURRIE MOUNT MOPENG MOUNT CURRIE NU 292 QALABENI LEKHALONG - B NU 110 CURRIE - A LOWER CURRIE NU 141 - A NU 112 LEKHALONG MAYONENG MDENI NU 115 MOYANENG MOUNT Cedarville MAPOLISENG - B MAPOLENI MOUNT CURRIE MOUNT CURRIE CEDARVILLE Matatiele NU 118 NU 438 MOUNT CURRIE MOUNT CURRIE NU 114 SEQHOBONG EZASINI FATIMA MAHLOBATHINI KWAMASHU MOUNT CURRIE MOUNT NU 043 - C 15 KWANGWE MOUNT CURRIE NU 121 CURRIE QHOBONHEQNENG CURRIE NU 440 MOUNT PABALLONG 26 NU 122 13 BUKELA NU 442 CURRIE SEMONKONG NU 032 17 KWAMGOBO MOUNT CURRIE DISTRICT MUNICIPALITY: ENKALWENI N/ECDC44/058/W NU 123 - A KWAMANGO EMBIZENI PONTSENG - A MOUNT MAPULENI - A CURRIE FRYSTAT MOUNT KWAMANGO MOUNT NU 126 MOUNT - B CURRIE CURRIE CURRIE NTLAZIBENI NU 128 NU 127 NU 098 - A R56

18 EMATOLWENI 23 TSHISA MOUNT ALFRED NZO DISTRICT MUNICIPALITY - B - B N/ECDC44/060/W CURRIE MOUNT NU 130 BETHESDA 12 CURRIE NU 132 CONSULTANTS: Project No.: 27811 FUBANE MOUNT UWP Consulting BUBESI CURRIE - A W/EC/6929/09/12 NU 313 PO Box 25549, Monument Park MANGOLONG Pretoria, 0105 JAKADU FIVA BUBESI MENYANE - B - B UPPER MVENYANE MVENYANE Tel: + 27 (0) 12 424 9700 EZIPAMPRINI BAMANLI - B - A Fax: + 27 (0) 12 460 4071 LOWER GERMISTON 11 NKALWENI MVENYANA - B Mahaleng MAQHATSENI MTHUMASI EMAXESIBENI KGOBA MOUNT Email: [email protected] GOOD NYANISO - E EMAXESIBENI Santini TINANA CURRIE HOPE - B MRWABO ROLWENI EZIPAMPRINI - B COLANA NU 314 GOOD - A ROLWENI 21 - A MERITING ZINYOSINI HOPE - A Mangoloaneni EZITALE KWAQILI GWADANA PROJECT TITLE J o e MJIKELWENI - A MDENI - A SMALL SITHIWENI - D LOCATION G q a b i EMNYAMANENI GWADANA Alfred Nzo DM: Universal Access 14 24 SOLWANE EMNYAMANENI NGQUMANE - A TYIWENI ZEC044 ZIMPOFU MKIMANE - B Plan Phase 2 - Progressive ZIMPOFU MAHLAKE LUKHOLWENI Development of a Regional Water NTLAZIBENI - B 22 MADLANGENI - B Supply Master Plan TOLENI - B HILLSIDE - A NDAKENI 10 - I - BB EPIPHANY MARANJANA - A - A Umzimvubu Projects & Interventions EPIPHAMY MAP TITLE: Elundini 10 24 Project Origin PHALANE 15 2 Projects and Interventions: Water Supply Backlog Status EMJIKELWENI RBIG - H Matatiele 6 Adequate: Formal 9 MIG Below: Infra & O&M Needs Other DATE COMPLETED: 2016/05/25 23DM/MWIG Below: Infra Needs 13 12

ACIP Below: Water Resources 11 R396 14 MAP NO.: 4 Below: No Services Formal 10 5 0 10 Kilometers 5 Own-Muni 23 DC44_Figure 7.1 8

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F7_1 Projects_Matatiele.mxd Legend 2 S i s o n k e KwaZulu-Natal Umzumbe Provinical Boundaries 1 District Municipality Boundaries 2 Local Municipality Boundaries

26 2 · Masadobe Ward Boundaries & Numbers Upper Census Main Places Gunqwana Etaleni - A MTAVUNA Mtavuna ZEC146 N1 National Roads - B - A Mpheni Engqubusini NQUTU Nokatshile Main Roads Umzimvubu - A Etaleni - B Koqobo 27 Mbizana Mlambondaba Mantlaneni Kwa Egoxe Gubhethuka UMuziwabantu Kuchagi - C Magomba - K NQUTU Mbutweni Mantlaneni Mfundeni 3 - B - D 18 Laleni Emantlaneni - B Blockpan - C Esikhulu Qobo Mmangweni Mkobongo Mkobongo - B - C Ezingoleni Mkhandlweni Kwasilangwe N/ECDC44/056/W 3 5 - B - A Emabheleni Nkantolo Gwala Dumsi Kantolo - AA Polela - A U g u 4 Sikelo Qweleka Gwala Ntlavukazi No 2 - D DWS: Dept. of Water & Sanitation 4 Elumayeni Qungebe Ndayingana Gwala Gwala Noziyongwana Dumsi Ntamonde - A - B Nkantolo - C N2 Nkantolo Gwala - E - A - C - D - F Mpindweni Qungebe Nkantolo Mbobeni Gwala - B - B - A LOCALITY: Noziyongwana Clerkville Dhungwana Eqabangeni Ezibanzini Kwajali - A Horeni 7 - B Kwazulu Ezinini 17 ZEC147 Ezibanzini - F - A Mbhongweni - B Nkantswini Sikelweni Esiseleni - B Noziyongwana 26 Nkantswini Nkantswini Khaleni Esithukuthezi Ntshangase - A - C - A Ezinini Sisele Ludeke Sisele ZININI - B 6 - B - H - A Kwantshangase - B Mbandane Noziyongwana Sikhumbeni Ludeke Ntshamathe Norwood - A Mission ZEC150 9 Nompumalanga Nkantolo ZEC145 Bizana 18 Embane Noziyongwana - A Bashwawini Bholorweni Ludeke BIZANA E a s t e r n Hault E a s t e r n Emabusheni Lusikelweni 1 Lubunde C a p e A l f r e d Majavu Mhlanga Upper C a p e Emarambeni MPETSHWA Mazweni 31 Bizana BIZANA Gunqwana Luphilisweni - B Plantation Nikhwe Ntabankulu Emagusheni BIZANA Cakwiskolo Esitholeni N z o Mbiba - A Mphetshwa Nyanisweni BIZANA - A Mchayi Nqabeni Abetshawu Lusukeni Nyanisweni - B Makhal Mbandana 16 Luphilisweni - K 13 Khaleni - F Betshwaweni - A Kubha - B Mazweni Endlovu - C Mbandana Elumayeni Nqabeni Nqabeni Nyanisweni Nikhwe Nyaka - B 15 - D Matwebu Embhungeni Esankuthwana - B - Q - H Mpenkulu 17 - A Bhukuva Kdayeni Hamohabi Ezifama Gqubeni Nqabeni Nyanisweni - A Mathwebu ESANKUTHWANA FOLOTI - B - N - C - A Nikhwe Hloleni Ntubeni Mbangweni Nyanisweni QANDASHE Sicambeni - B Sikhumbeni Bhwnjini SANKUTHWANA TSOTSA Nobamba Magqabasini - A - E Khaleni - B - B Tyeni Gqubeni Nqabeni - B Tshonya - A Sitholeni - B Dudumeni Noziyongwana Ntlakwe - A - C - M 30 - A Tsotsa - E 8 Dayimane Kwatali Nikhwe Nobamba Gwabei - C Dayimane Mazamekweni Ntlakwe Tshwathi NDWALAZA Redoubt Mbongwana - C Nqabeni Simakadeni - B Mangutyana Egugwini MQONJWANA 29 Hibiscus Dinda - I Thaleni Monti Ntlakwe Mhlabeni - B - B Egxeni Nikhwe DINGO Hlolweni MATHE - D 12 Nkangeni Mqoywana Kamaqele - C Nqabeni Simakadeni Dutyini - B Nikhwe - A Pangweni Coast - D Mzize - L - A Dymane - B Mathe - E Bhele QANDESHE Mbongwana Nqabeni Esibomvini LUSIKISIKI N/ECDC44/062/W 20 Tyeni CLIENT: 10 - A Dutyini 9 - J Hagwini Nonja - H Ntlenzi Esindwini - E MADADANA Mzizi Dangeni Swane - C Monti Nikhwe Lukholo Greenville Star Kwandela LUSIKISIKI - F Budville Ntsimbini Dujene Nikhwe Hlolweni Mathe - C - A MKOLORA - D Ntsebene Ntsimbini Monti - B 21 - B Kwandela Ndlovo - E MONTI Nonja Mzizi Mampingeni Ntsimbini - B - G NKOLORA - E Giniswayo Mandela - I KWA Hlolweni 31 Nyokweni Ntsimbini Mpetsheni Nikhwe Nikhwe - A - B Ngutyana MZIZI Mjonjeni - C - B - C - A Mgaze - B Mampingeni Mkolorha Lukholo LUWIJINI Mxotsheni Mganko 7 Emcetheni Mqangqweni 19 Ngutyana Monti EMADIBA - E Ntsimbini 14 - B Lupondo MHLABENI 11 Mpetsheni - A Ntsimbini - D Nikhwe MHLABENI Hewu - B - A Avondale - H Emampingeni Qhasa - C - F NKOLORA MKOLORHA - A Farm BUTHONGWENI MHLABENI - B Elutulini Mqqeni - B - A Mbokodwa - A - D MFOLOZI Hewu - C Sigodlweni - B Mkolorha Ntunjeni Mpetsheni Mqqeni - A DISTRICT MUNICIPALITY: MALONGWANA Thekwini BOMVINI - G Upper ZEC181 - B ELUTULINI Mpetsheni MKOLORHA 22 - A - H Mdikisweni - B - D Mkolorha Gunqwana Elutulini - B Kolora DIKISO - A Mpetsheni MQENI - B Mcijweni EMADIBA North Bomvini Lupondweni EMEJELA - B - B Lunjeni 8 Malongwana Elutulini - A Gumzana Pondaland - B Kwangutyana Kumbanzo - B - H - C Kwabhele - A - A - C Kunorhengele Sidanga Gumzane 8 Kwabhele Lugwijini Thekwini Luthulini - D - C ECR008 Lupondweni - D KUNGOZI Gumzana - F Mkolorha Mkolorha Kwandlobe - A Manzani Kwabhele Sidanga - D Gumzana - F - C Mangutyaneni - B Madiba - A Kwa - C 23 ALFRED NZO DISTRICT MUNICIPALITY Thekwini Kwangutyana - N Kwa - Madada Esihlontlweni Kwabhele Kwa Madiba- C Gumzana Madiba 30 - B - B Kulanga Mzizi Madiba Thekwini - E Madiba - B - R Nkwalini Ngomanzi Mtayise - Q - D - B - B Mthonjwa/Pulasini Sihlontlweni Ngutyana - A - B Mtayise Madiba 15 - A Gumzana - A - C Nonkobe Dakamnyama Section 21 - O Madiba CONSULTANTS: Project No.: 27811 Madiba - E Qhasa Mcwadi Mthongweni Mngungu Mngungu - L Lurholweni UWP Consulting - I - A 16 Sikulu - H - E - A Mlomowekhuba Kwampisi Makhwantini 28 Mgungundlovu PO Box 25549, Monument Park Luthulini Emanzamnyama Dolongane Mngungu R61 Sikhulu Mpisi - A - F - A Lurholweni Pretoria, 0105 Ntabazulu - E - B Kwamundazwe Dlangezwa Upper - B Mahaha Madiba 6 Dangeni - A Kwampisi Mgungundlovu- B 9 Kwamlindazwe ZEC149 Gunqwana - P Umlomowekhuba - G - C - B Ebenezher Emanzamnyama - A Baleni Mngungu Citwayo Kanyayo Makhwantini Makhwetshube 24 ZEC144 Mzamba Tel: + 27 (0) 12 424 9700 Kukhanya - A - U - A - B - A MPENKULU - D Mngungu Vatyini Kimberly police camp Ntshintshani Mngungu Fax: + 27 (0) 12 460 4071 Bhekiyeza Mhwazini - B - C - C - B Mbungwana B - B Ntshintshana Magangane - D Madiba Lurholweni Dumasi Vatyini Email: [email protected] 10 Khanyayo Mamvunyelwa Makhwantini - C Mngwagu - M - C Kanyayo Khanyayo - P - C - J - A Citwayo Gxeni - B - L ESIKULU Kwamlindazwe Lujizo Madiba - A - B Makhwantini Makhwantini Vatyini Ndengane Emabhowuteni Khanyayo - B - E - C - E Mahwetshubeni - B - B - K Khampisi Lujizo Manyala 29 Khanyayo Mgungundlovu PROJECT TITLE Kwandengane - B - C Baleni - U Lujizo Bekela Mgungundlovu - C - A Khanyayo - D Makhwantini - T Makhwantini Khanyayo Khanyayo Kwampisi Monti - G - N Lujizo - G - A - S - O - B - A Mnyameni Alfred Nzo DM: Universal Access - G Makhwantini Section 24 Baleni Kwampisi Mashezi Madiba - B 7 O.R. - H O.R. - C - D - T Plan Phase 2 - Progressive Makhwantini Mtheni Ta m b o Khanyayo Mpisi Mkhando - K Development of a Regional Water Ta m b o - Q - B Baleni N/ECDC44/041/W Lukhalo/Mondi Bizana Makhwantini - S Supply Master Plan Baleni 5 11 - B Baleni - I Baleni - F Baleni Madiba - J 25 Baleni Xolobeni - E - L - A Baleni - H - A 28 Baleni Baleni - O Xolobeni Baleni Baleni - I Madiba Ngquza - M - B - Q - G Madiba - B 27 Madiba Projects & Interventions Baleni Baleni - S MAP TITLE: Hill - N - K - H Baleni Baleni Madiba Gobodweni Project Origin Madiba - V - P - E Baleni Projects and Interventions: Water Supply Backlog Status - J Madiba - R Madiba Baleni - G RBIG - F - P Mbizana Madiba 26 Dumazulu - D Adequate: Formal 24 Kwa - Mgungdlovu MIG Nicwe Madiba 3 - K Below:12 Infra & O&M Needs Other DATE COMPLETED: 2016/05/25 23DM/MWIG Below: Infra Needs Mgubundlovo 4 ACIP Below: Water Resources 25 MAP NO.: Own-Muni Below: No Services Formal 8.5 4.25 0 8.5 Kilometers 13 DC44_Figure 7.2 18 16

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F7_2 Projects_Mbizana.mxd UMuziwabantu Legend 14 2 26 6 U g u Provinical Boundaries District Municipality Boundaries GXWALENI GXWALENI - A - F Local Municipality Boundaries 13 MANZAMA 2 - B Ward Boundaries & Numbers 12 GXWALENI 2 · 27 - G SIPHOLWENI 5 Census Main Places GXWALENI - C GXWALENI 5 3 N1 - E National Roads 18 Manxontseni Main Roads

Noziyongwana GXWALENI 17 - D

Mqebeleleni Noziyongwana

11 4 Mbongweni ESIKWATENI 26 - B 22 A l f r e d Mkhomanzi 8 Sigidini Mount Mbongweni MBHONGWENI N z o - B - A ECR044 // Ayliff - C N/ECDC44/038/W Dedelo ZEC157 DWS: Dept. of Water & Sanitation - A 4 Umzimvubu 7 Kwabipha Dedelo 3 15 Dedelo - A MANZAMNYAMA - B - AA Lunzwane Mbhongweni - A Dedelo 27 Gumpe - A 11 - C Tonti ZEC160 LOCALITY: Kwaveni 9 Mowa - C - B Kwabipha Madamini Saphukaduku 15 16 Lutswana - B Kwabipha - A Mbongwenimowa MARAMZENI Mjelweni MARHAMZENI Thuntu - E Manzamnyama - B - A - D Mjrla - A Ekukhwezeni Thonti Kwabipha Upper MARAMZENI Cedarville 14 Mava - A - D Bukhwezeni Gunqwana - B MARA Mbongwenimowa MARAMZENI Sidaville Ndakeni Mazeni Lufafa 13 - A TONTI - B Cetshe 12 - A - A Mowa - E Mowa - B - A 17 Emzalwaneni Mowa - A Mabomfu 18 Mpendlamoya Mhlabeniomhlophe Mazeni 31 Bhakuba Upper - B Mbizana Skhulu Emzalwaneni Nglntaka Gqwashu Gunqwana Magcakeni - A N/ECDC44/057/W Ngwemnyama Hlankomo Lusuthu - A Mount Mabhudu Mabomvu E a s t e r n 16 Maxhegweni -B - B Hlankomo 9 E a s t e r n - E Mngazana Luysheko - C - A C a p e Frere Mmangweni Dlankomo - C Mfundisweni C a p e Dambeni Hlankomo Kungqame - A Mabomvu Sityeni Noomgashe - C Dambeni Kungqame - B Mvenyane - A Mabomvu Dambeni - A - B Magqoozini Khetani Kubhonxa 8 Lower Cama Lwandlana Mceba N2 Lugalakaxa Magqagqeni - A 21 Lwandlana 19 Cacadu Ngwemnyama Mbangweni Ngqubani Mzintlava Ngqame Madamini - I - D - A Lwandlana - I - B - O 10 Pubguleweni Mantaliame Mboneni Lubala Lwazulu 18 Rwantswana Mzintlana Bhubesi Tabankulu 9 N/ECDC44/063/W Gxeni Tabankulu Mbagweni 12 Emthojeni - A Tabankulu Mbangweni Madlokoza Ndwane Mhlahlweni Tabankulu Ngqubani - CC Ndwana Sihlonyaneni Nqalo Mbangula Tabankulu 31 Kunyingweni Matyeni Mbagweni Mbango 25 Maqoyani 6 Mhlonyaneni Kwagqwarhu Ngqalo CLIENT: - B O.R. 14 Nyandeni Ndakeni Dwakazana - B ZEC158 Matyeni Upper Caba Mchilankuku Ndakeni Ta m b o Gunqwana Madwakazana Mhlonyaneni Ntsibyane - A Xukula - A Msukeni Madwakazana 10 Mngefeni Matshona Mngeni - B - C - C 7 N/DC15/032/W Totoba 20 Ngcabhela Ngozi Ngcabeia Mchenge - A Silevini 11 Siqithini Edrayini Emanaleni Ngozi - A - B - C Mmangweni Kwanyabeni Mzwakazi - A - A Qomo Bomvini 8 R61 Bhonga 5 Plantation - A Nkumba XHIBENI Msukeni - C Noziyongwana DISTRICT MUNICIPALITY: Ngozi - A - A Bomvini - B - B Ludeke - D 30 Mwalala Chibini Ludeke Upper Mgodweni - A Ntlambatshe 8 Chibini Dwaku Rwantsana - F Gunqwana 15 4 - B 25 Mwalala Upper - B Cotshe Gunqwana Ntabankulu Lugangatho 17 Tsweleni Mthukazi Nyathi Upper Dundulu - C Upper - A Nyokweni Gunqwana Gunqwana Upper ALFRED NZO DISTRICT MUNICIPALITY 3 Dondi ZEC115 - A Dambeni Gunqwana 6 Sindeni 9 Zinyosimi ZEC135 New - B Ludeke b.v. Ludeke Latshitshi New Mpoza - G - A Upper - E Latshitshi b.v. - A - L Gunqwana CONSULTANTS: Project No.: 27811 Ngcwamane Kwagqina Kwantshantsha 10 UWP Consulting Ngqokoqweni PO Box 25549, Monument Park Mkenke Pretoria, 0105

ZEC114 29 New b.v. 2 Tel: + 27 (0) 12 424 9700 - C Upper 13 Fax: + 27 (0) 12 460 4071 Ngavu Gunqwana Madwana 15 - Ngavu - C Ndile Email: [email protected] Upper Nydkweni Silevini 7 12 Ntaboduli Gunqwana - A - A Ngavu - New b.v. Sinquma Ngavu - B 28 - B Ngquza Nkamasana PROJECT TITLE Nkamasana 11 Kwanyasa 5 Ngavu - Hill Ngavu - A Nydkweni Alfred Nzo DM: Universal Access Mhlontlo Dumsi - B Nkamasana - B Ntaboduli Nkamasana Plan Phase 2 - Progressive - B ZEC159 27 Development of a Regional Water Supply Master Plan Nkamasana 14 Mpoza - J 1 Kukulozi 26

Projects & Interventions Ngqumane Nkamasana 3 MAP TITLE: Dungu - C - A Project Origin 11 12 8 Projects and Interventions: Water Supply Backlog Status Nkamasana 9 RBIG 10 Ntabankulu Upper 4 Adequate: Formal Gunqwana MIG Ntlangano Below: Infra & O&M Needs Nkamasana Other 13 DATE COMPLETED: 18 5 24 2016/05/25 23DM/MWIG Below: Infra Needs 1 Nkamasana ACIP26 Below: Water Resources 1 16 18 MAP NO.: Nyandeni 20 Own-Muni Below: No Services Formal 8.5 4.25 0 8.5 Kilometers DC44_Figure 7.3 2 17

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S i s o n k e Provinical Boundaries District Municipality Boundaries Local Municipality Boundaries A l f r e d 12 2 Ward Boundaries & Numbers · N z o R617 23 Census Main Places

N1 National Roads 18 KwaZulu-Natal Main Roads 11 Matatiele

R56

21 Greater Kokstad

EPIPHANY 24 MADLANGENI - B - A N2 UPPER MNYAMANA MDAKENI DWS: Dept. of Water & Sanitation 22 NKUNGWINI 07 EGUBHUZI NCQUMANE NOMKHOLOKHONTO 24 LOWER - B - B LOWER 10 MNYANUNA NCINIBA MVENYANE BROOKS NOMKHOLOKHONTO NCAWAYI LOCALITY: TSHISANE GOGELA NEK COLANA - A NDARHALA - B MPOFINI NYOSINI KOKELA MDUMNDUM 6 N/ECDC44/002/W LUYENGWENI EMBIZWENI 10 NOMKHOLOKHONTHO MJIKWENI NDARHALA NDAKENI UU g g u u NCOME NKANJI SIDAKENI NEW - A MHLUTA NGXAKAXA - K CABAZANA 1 SPRINGS Umzimvubu MAWUSHENI SFOLWENI 2 - B LOOK 2 MKHWEZENI XHOLOTI XHAMENI NTSIMANUWENI - A KUMACIBINI N/ECDC44/028/W - B - C PEPENI NTSILEKANE - A Ngwabashwe NKANJI ZEC167 SIDAKENI SIQHINGENI SILINDINI - C - B - C NQALWENI MPAMBA TSENI NTSIMANUWENI MBUMBAZA 9 NDESI MVUMELWANO ROMA MAGONTSINI - A - C 14 - B ZEC166 26 NQUDU - B - B NCOME - B EMANQILWENI HLOMBE PUTUKEZI - A MPOZA QAQENI SDUMELA TYENI MWACA NKANJI PEPENI GXAKU MPUNGUTYANA - F MGHOKWENI MQHEKEZO NKANJI FUSI - B ZEC174 - F MNTSILA NKANJE LUBALEKO - A - C SIVUMELA W/EC/6701/06/08 SIQINGENI - A - B MNDINI MNTSILA - B MQHEKEZWENI DAMBENI LUBALEKO FARM ESIBIKIBINI NTIBANE MAUONTSINI EE a a s s t t e e r r n n 8 ZIGADINI NGOJINI - A - D - A - C GXAKU - C Damini - A - B N/ECDC44/023/W UMZIMVUBU CC a a p p e e - A BHUKAZI ZEC162 MVALWENI MNDINI LWANDLANA 13 - B GXAKU ZIGADINI - A MFALAMKHULU - E EMANQILWENI MQOKWENI MQHEKEZWENI ZEC046 - B - D ZEC164 - B MPOZA - G UMZIMVUBU SIKROQOBENI LAMBASI ESIKOLWENI 12 NTLABENI - K NGWEKAZANA - E NGWEGWENI - H ZEC170 - C DUZE SIPOLWENI NTLAVINI - B BETHANI MKHANGISA - B ZEC162 MQHEKEZWENI LUBALEKO ROBA MUVNUVNBLOVO LUTATENI ZEC163 ZEC168 J o e NIYONA MATYENI - B ZEC133 GUBUZI - F SIKROQOBENI - D J o e - B SIQHINGENI MAQABANIHI 5 MDENI 3 DANTEE - F MVUBINI - E LUBOMVINI ESIKOLWENI MKHALATYE N/ECDC44/061/W - B 18 NTABETSOLO 23 LATANA G q a b i NIYONA- A - C - B NDAKENI NGOGUDLINTABA BETSHWANA - B - L - A KHALANKOMO ELUQOLWENI NDOKENDIBONE BETSHWANA - B NTABETSOLO - C - A NGROZANA MAFUSINI NDZONGISENI - A TELA - A MGWETSHENI - H MADADIELA - B 3 BETSHWANA MPOLA MPOLA QANQU MAPHELENI KWA MADIDEELA BHONGA - C MBIZENI N/ECDC44/029/W ZEC175 - A - B - A MOMBENI MABLAZEKO QOXE - B - B 4 16 NTENETYANA SIHLAHLENI MHLOTSHENI 11 NATALA TELA - A SINGGEZU SINYAQA ZEC047 N/ECDC44/059/W - B SIHLAHLENI MACHELENI MANDLENI NDAKENI BHONGA - A 27 7 SINGENI Mlenze - B - J - B - B W/EC/8650/10/12 MMANGWENI EMALONGWE 15 NDAKENI NTENETYANA - J 8 CLIENT: MDENI - F LUBHALASI Mount PITSHINI MTHONJENI ZEC173 CENTULI EHAGWINI MAGONTSINI LUGELWENI - F NKUNGWINI MAFUSINI SUGARBUSH Ayliff SIGIDINI - A - E - A VOVENI Elundini - B THWA - N SUGARBUSH - A 17 ZEC169 Mbizana NGQABAWANA BUFFALO CABAZI MNCEBA N/ECDC44/002/W/S DAYIMANI NTSIMBINI - A BHADALALA - A GONO DUTYINI DUTYENI NECK LONG CABAZI - E - G EKUTSHENI - D ZEC176 - B LUXWESA NTSHIKAZI NGQWARHA ZEC171 GUBUSI 9 MHLOZINI SIKEMANE HOFISI NTLANGOMO ECDC15/106/W/06/07 MAGQOGQENI 22 MJIKELWENI BHUWA CHANI ESIKHUMBENI - B - A Cedarville SIPHUNDU KWASODLADLA MBODLENI NCUNTENI 17 Ntabankulu XHOKONKA MHLOKWANA MPENDLA NQANTOSI N/ECDC44/064/W DISTRICT MUNICIPALITY: NQANTOSI- B 18 GIQEKA 12 16 MABHOBHO MABHOBHO MAKAULA- B 7 PAPANANA MBIZENI BHUWA CWALINKUNGU 11 15 - C - B Mount GIQEKA 16 Nyanzele 20 XOLO MBIZENI Frere 19 13 - C BHUWA GALALI Nyanzele HLANE 14 - C - B Sipilini 8 BISLANE EMOYENI W/EC/7163/09/10 MPINDWENI ZIBOKWANA - D ZEC172 ALFRED NZO DISTRICT MUNICIPALITY - C 21 NUSHWINI QUMRHA MAGXENI MNAMBITHI N/ANDM/PMU/33/18/10/07 - A MTONYENI DUNGU - D 10 10 Project No.: 27811 19 - B MAGQAGQENI CONSULTANTS: TOLENI Maplotini - F UWP Consulting - B Gqaqhana Mangqamseni MAGQAGQENI PO Box 25549, Monument Park MHLANGANISWENI 9 BUMBENI - A 25 - A Mafusini 31 Pretoria, 0105 DANGWANA EKUGQIBELENI MACHOLWENI - A KUSASA Tabankulu 20 - A DANGWANA 21 Tel: + 27 (0) 12 424 9700 - C Mangqamzeni Mafusini ESSEC - F ESSECK - A Fax: + 27 (0) 12 460 4071 MAJUBA MGUGA FARM ZEC177 - AA Chibini Email: [email protected] LVANDLANA MAGCAKINI CABANE DANGWANA TINA Ngojini - G 6 18 - B - D 7 HILL QOKOLWENI - C - B EMVA Ngojini MAJUBA Masomntwana PROJECT TITLE KWESIKOLO - B - B BLACK GINGWENI MPEMBA 8 HILL - A 5 R61 Alfred Nzo DM: Universal Access LWANDLANA - B Plan Phase 2 - Progressive 22 30 MAWUSHENI O.R. - A 8 Development of a Regional Water Ta m b o 25 4 6 Supply Master Plan Mhlontlo 17

Ngquza 9 23

Projects & Interventions Hill 10 MAP TITLE: Project Origin Water Supply Backlog Status Projects and Interventions: RBIG 3 Umzimvubu 2 6 Adequate: Formal MIG 13 15 16 7 Below: Infra & O&M Needs 12 Other DATE COMPLETED:

396 5 2016/05/25 1 23DM/MWIG Below: Infra Needs 11 9 ACIP Below: Water Resources 11 10 12 MAP NO.: 5 Own-Muni Below: No Services Formal 3 10 5 0 10 Kilometers 24 14 13 DC44_Figure 7.4 8 N/ANDM/PMU/33/18/10/07

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F7_4 Projects_Umzimvubu.mxd Legend uMgungundlovuuMgungundlovu Kwa Sani Provinical Boundaries Richmond District Municipality Boundaries Local Municipality Boundaries 2 Ward Boundaries & Numbers · L e s o t h o Ingwe Census Main Places Hopewell Dam N1 National Roads Main Roads Conceptual Water Supply 7 Intervention Areas

Poortjie Driel Dam Dam Dams & Dam Names

9 Primary Rivers

8 4 Proposed Secondary Rivers 11 Kinira Dam 13 12 S i s o n k e S i s o n k e DWS: Dept. of Water & Sanitation 2 5 Ubuhlebezwe 3 25 Maluti

16 LOCALITY: 6 20 Matatiele Umzimkhulu 14 MAT001 19 Bon MAT001 Accord 10 Dam Mountain Dam KwaZulu-Natal Matatiele Cedarville 15 26 17 EE a a s s t t e e r r n n C a p e 13 C a p e Greater Kokstad 12 Crystal 23 Elandskuil Springs Dam Dam Umzumbe 18

Proposed 14 24 Mkemane Dam

22 CLIENT: 10 L e s o t h o 10 16 24 15 2 1 UMZ001 A l f r e d 9 6 26 UMuziwabantu N z o Proposed U g u N z o Nkanji Dam 27 U g u 13 12 11 2 Gilbert 14 5 3 Ludeke Eyles 18 23 Dam 8 DISTRICT MUNICIPALITY: 5 Ntenetyana Dam Ezingoleni Umzimvubu 4 27 8 7 Mount 7 Ayliff 17 4 15 3 26 UMZ001 6 9 NTB001 16 ALFRED NZO DISTRICT MUNICIPALITY 1 Bizana J o e 16 22 17 12 13 8 31 18 NTB001 18 11 15 G q a b i 7 Mount Project No.: 27811 20 9 CONSULTANTS: 16 Frere 30 UWP Consulting 14 Proposed 13 Mzintlavana 17 29 PO Box 25549, Monument Park 21 19 Dam Pretoria, 0105 20 10 4 19 12 Hibiscus MBZ001 21 21 9 Tel: + 27 (0) 12 424 9700 31 25 6 Coast 18 Tabankulu 19 Fax: + 27 (0) 12 460 4071 7 Email: [email protected] 10 20 22 Ntabankulu 11 O.R. 17 22 8 14 3 Ta m b o 5 PROJECT TITLE Ta m b o 30 4 8 25 23 Alfred Nzo DM: Universal Access

6 9 28 Proposed 23 Plan Phase 2 - Progressive 16 24 Ntabalanga 16 Mbizana 10 Development of a Regional Water Dam 25 5 15 3 Elundini 6 2 29 Supply Master Plan 13 17 15 12 7

Mhlontlo 11 27 9 28 2 MBZ001 5 24 MAP TITLE: 14 1 26 Conceptual Bulk Water Supply Water Supply Backlog Status Proposed 3 Conceptual Bulk Water Laleni Dam 11 12 Interventions 10 4 Adequate: Formal Supply Intervention Areas 8 25

13 18 7 24 1 MAT001 3 Below: Infra & O&M Needs 1 1 6 DATE COMPLETED: 1 MBZ001 2 Proposed 2016/05/26 Below: Infra Needs 18 Zalu Dam 17 Sakhisizwe 16 2 26 1 5 20 15 C h r i s NTB001 14 20 Ngquza C h r iBelow: s Water Resources Nyandeni 27 17 3 19 4 Port St Magwa MAP NO.: H a n i 20 Hill H a n i UMZ001 4 Dam 20 10 0 20 Kilometers Below: No Services Formal Johns 21 DC44_Figure 8 22 Engcobo 5 19 14 31 23

Document Path: W:\Work\27811_004_ANDMUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160525_F8 BulkInterventions_ANDM.mxd · Proposed: Existing: Infrastructure ] \ UT * # . ! SP SP ±³ WTW±³ 14 Water Pumpstations Water Works Water Treatment Reservoirs Tertiary Secondary Primary Works Water Treatment Pumpstations Water Reservoirs Tertiary Secondary Primary 13 Elundini 4 o h t o s e L o h t o s e L MGUNGUNDLOVU -D MGUNGUNDLOVU 14 QALABENI HA-SEFOKO FOUNTAIN BLACK i b a q G i b a q G 15 MFOLOZI -K MNGUNGU e o J e o J -B MGUNGUNDLOVU -E MGUNGUNDLOVU MAPOLISENG MGUNGUNDLOVU -F MGUNGUNDLOVU GLADSTONE MNGUNGU -I MNGUNGU KOEBUNG -B KOEBUNG CHICHA THABA -G MNGUNGU FARM - B MATELENG 11 15 FATIMA KHOLOKWE UT LEKHALONG 13 AVORIANE FARM - A GLADSTONE FARM - A KUNTLOKOVANG THAKANELO - THAKANELO A KUEGANA SEQHOBONG - A -C LEKHALONG FARM DENTSA KWEQANA MASHATA AVORIANE FARM -B EZIKAMERENI -B FREISTAAT HATHAKALELO MOSANA h KHWARAI

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12 S i s o n k e Crystal Provinical Boundaries BUBESI S i s o n k e Springs - A Matatiele Dam District Municipality Boundaries 23 BUBESI FIVA R617 MENYANE - B MVENYANE Local Municipality Boundaries RASHENI - A EZIPAMPRINI - B BAMANLI GERMISTON NKALWENI KWANDWENGULA - B 2 Ward Boundaries & Numbers · - E MVENYANA KGOBA 11 NYANISO EMAXESIBENI TINANA EZIPAMPRINI MRWABO - B MKHALATYE Census Main Places - A ROLWENI - A COLANA - A EZITALE 21 MAT001 KWAQILI Mangoloaneni Proposed GWADANA N1 National Roads - A Greater SMALL Mkemane MDENI MJIKELWENI KwaZulu-Natal N2 14 LOCATION Dam SITHIWENI - A - D 10 Kokstad Main Roads EMNYAMANENI EPIPHANY - B TYIWENI 24 MKIMANE NGQUMANE UPPER - B MADLANGENI Conceptual Water Supply MNYAMANA LUKHOLWENI - A Intervention Areas - B MDAKENI Driel 22 HILLSIDE LOWER NDAKENI NCQUMANE Dam Dams & Dam Names - BB NOMKHOLOKHONTO - B MNYANUNA - I LOWER EPIPHANY EGUBHUZI NCINIBA MVENYANE Primary Rivers TSHISANE - A - B COLANA NOMKHOLOKHONTO - A - B UMZ001 EPIPHAMY NOMKHOLOKHONTHO MPOFINI NYOSINI Secondary Rivers LUYENGWENI EMBIZWENI 2 NCOME 10 24 SPRINGS PHALANE MHLUTA SFOLWENI MAWUSHENI - B 1 DWS: Dept. of Water & Sanitation 15 MKHWEZENI EMJIKELWENI - H NTSIMANUWENI - C XHOLOTI - A 2 MVUMELWANO XHAMENI NDESI ROMA NQALWENI - B NTSILEKANE - C - B MAGONTSINI - B MPAMBA TSENI NTSIMANUWENI - B 9 NCOME 6 LUDONDOLO QAQENI MPOZA 26 - B EMANQILWENI - A Proposed LOCALITY: GXAKU - C SDUMELA TYENI - F - F SIQHINGENI - A Nkanji Dam

NTEBENI MNTSILA - B M

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e MAUONTSINI SIVUMELA ESIBIKIBINI n GXAKU - C - A NTIBANE - B BHUKAZI MNTSILA SIQINGENI - A LWANDLANA y ZIGADINI - A Damini - A an GXAKU - D - E 13 e - B ESIKOLWENI NTLABENI EMANQILWENI - C DUZE 12 MPOZA - K ROBA - B BETHANI - B NIYONA - B SIQHINGENI - B MUVNUVNBLOVO - B 11 14 MKHANGISA NTABETSOLO LUTATENI 5 3 23 NIYONA - A NIYONAI MKHALATYE - B - B 18 Elundini LUBOMVINI - A MATYENI ELUQOLWENI - A NTABETSOLO NDOKENDIBONE 8 - F NGROZANA - A MPOLA KHALANKOMO MPOLA 3 - A MAFUSINI - H 4 EE a a s s t t e e r r n n R56 KWA - C - B Kinir a QANQU - A CC a a p p e e MABLAZEKO MBIZENI - B A l f r e d MGWETSHENI SIHLAHLENI Ntenetyana SINYAQA SINGGEZU QOXE NTENETYANA - B Dam SIHLAHLENI MHLOTSHENI N z o Mlenze - A N z o MACHELENI Umzimvubu MANDLENI - B QWIDLANA EMALONGWE 27 Mount MDENI - F MTHONJENI 8 Ayliff 22 - A CENTULI NKUNGWINI THWA MAFUSINI - N - E EHAGWINI PITSHINI - B MMANGWENI - F CABAZI 17 NGQABAWANA LONG - A 7 NTSIMBINI - G BUFFALO 15 CABAZI 9 NECK - B MANZAMNYAMA - A DAYIMANI EKUTSHENI Gumpe - E GUBUSI 11 NTB001 NGQWARHA Madamini - A Saphukaduku HOFISI NTLANGOMO Kwaveni MAGQOGQENI MJIKELWENI - B BHUWA Mjrla Mjelweni - A - A CHANI Manzamnyama 16 KWASODLADLA MBODLENI Cedarville XHOKONKA Sidaville MHLOKWANA 17 MPENDLA NCUNTENI Lufafa 13 CLIENT: Mhlabeniomhlophe 12 Ndakeni MAKAULA 18 GIQEKA MABHOBHO Skhulu Mpendlamoya Emzalwaneni Bhakuba - A 16 - A Gqwashu BHUWA PAPANANA CWALINKUNGU Nglntaka J o e Lubacweni Ngwemnyama - E 15 7 - B Mount Luysheko MBIZENI XOLO 16 Nyanzele Maxhegweni -B Mngazana Mabhudu 8 20 - C BHUWA Frere Mmangweni G q a b i Bobana Noomgashe Dambeni - C GALALI - B HLANE Sityeni Sipilini Lower - C 14 NGONYAMENI Magqoozini Mvenyane BISLANE EMOYENI - D Mceba Dambeni ZIBOKWANA - D Ngwemnyama Khetani MPINDWENI - C QUMRHA Lugalakaxa Cacadu NUSHWINI 21 19 Magqagqeni Kubhonxa Ntabankulu MBZ001 MAGXENI Madamini - I MNAMBITHI Lubala - A - B Pubguleweni DUNGU Lwazulu 18 Bhubesi - B MTONYENI - D Gxeni TOLENI Maplotini 10 19 - A - B MAGQAGQENI - F Gqaqhana MAGQAGQENI - D Emthojeni DISTRICT MUNICIPALITY: Mhlahlweni MHLANGANISWENI - A MTONYENI MAGQAGQENI Mangqamseni BUMBENI EKUGQIBELENI 9 - E - A MACHOLWENI Nqalo 31 DANGWANA - A DANGWANA - C Kwagqwarhu Maqoyani MTOMBOKAZI KUSASA Mafusini 6 Kunyingweni 25 Mhlonyaneni Tabankulu 21 20 - A Ngqalo ESSECK Nyandeni - B - B MAJUBA Mafusini - F Ntsibyane FARM ESSEC MGUGA Chibini Mhlonyaneni 30 - AA Mangqamzeni - A Xukula Caba Mchilankuku DANGWANA LVANDLANA - G - A - B MAGCAKINI Msukeni TINA CABANE Ngojini - C - D QOKOLWENI 7 HILL Ngcabhela Ngcabeia Matshona - C ALFRED NZO DISTRICT MUNICIPALITY EMVA - B Ngozi Silevini Ngojini - B - C Mngefeni ooi KWESIKOLO MAJUBA - B Masomntwana Emanaleni - B M BLACK Ngozi MPEMBA Kwanyabeni - A HILL - A GINGWENI - A 8 Project No.: 27811 LWANDLANA - B XHIBENI CONSULTANTS: 5 Ngozi Nkumba - A UWP Consulting - B 22 MAWUSHENI PO Box 25549, Monument Park Mgodweni - A Chibini Pretoria, 0105 3 13 Dwaku Mwalala 8 Rwantsana Mwalala 25 4 - B - B - A Lugangatho Tel: + 27 (0) 12 424 9700 17 Tsweleni - A Dundulu Sindeni Fax: + 27 (0) 12 460 4071 Zinyosimi New b.v. 6 9 Email: [email protected] 23 - A Mpoza - L

a v Proposed Kwagqina a M tl Ntabalanga z in Dam PROJECT TITLE O.R. M 3 O.R. New b.v. z 6 imv Infrastructure Mhlontlo - C 2 u u Alfred Nzo DM: Universal Access Existing:17 Ta m b o Ngavu - b R61 15 Ntaboduli Ngavu - C Plan Phase 2 - Progressive Primary 16 12 - A Ngavu - 7 Kwanyasa Ngavu Development of a Regional Water - B Ngquza Secondary 396 Ngavu - New Ngavu b.v. - B 1 Supply Master Plan 5 Hill 11 Tertiary - A Dumsi u - B x

n UT I Ntaboduli Reservoirs - B T

5 24 h i n MAP TITLE:

SP ³ ± Water Pumpstations 14 a Mpoza - J Conceptual Bulk Water Supply ]\WTW Water Treatment Works Kukulozi 1 Proposed Ngqumane Interventions: Proposed: Laleni Dam - C Dungu 3 - A UMZ001 Mkemane Dam Integrated RWS Primary 11 12 9 Upper 10 Gunqwana 4 Secondary Ntlangano 8 DATE COMPLETED: iTsits Tertiary a Nkamasana 2016/05/25 13 5 .! 18 Reservoirs 7 3 1 *# 1 1 Water Treatment Works 6 18 MAP NO.: 10 5 0 Proposed10 Kilometers

SP ³ Zalu Dam DC44_Figure 8.4 ± Water Pumpstations 26 2 5 20 3 17

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