UNIVERSAL ACCESS PLAN PHASE 2 – PROGRESSIVE
DEVELOPMENT OF A REGIONAL CONCEPT PLAN FOR
THE OR TAMBO 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
vernon.perumal@umgeni.co.za
Tel: 012-424 9707 | Cell: 082 822 8211
sandram@uwp.co.za
In Association with:
PROJECT NAME : UNIVERSAL ACCESS PLAN PHASE 2 – PROGRESSIVE
DEVELOPMENT OF A REGIONAL CONCEPT PLAN FOR THE OR TAMBO
DISTRICT MUNICIPALITY
REPORT / DOCUMENT TITLE:
Bulk Water Master Plan
Final
Document Status:
PROJECT NUMBER: 27811
Issue Date:
30 June 2016
Rev. No.: 7
Client’s Name:
Umgeni Water
Contact Person: Vernon Perumal
Tel No.: Tel: 033-341 1232 | Cell: 082 852 9308
Email address: vernon.perumal@umgeni.co.za
Prepared at / by:
Office:
Pretoria
Division:
Infrastructure Planning
Verification Process:
Name:
Prepared for:
Verification by Author:
Checked by:
Authorised by:
Capacity:
S Munnik
Signature:
Date:
30 June 2016
S Munnik
Study Leader and
Project Director
30 June 2016
S Munnik
Study Leader and
Project Director
15 June 2016
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 didn’t 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 ORTambo District Municipality, Eastern cape Province and
hence forth, information reflected relates to this WSA.
B. DEMOGRAPHICS
Census 2011 indicated that there is approximately 1,3 million people within 286 000 households (HH)
residing within five Local Municipalities (LMs) located within ORTDM. The average number of people per
HH is 4,6. The largest portion of the district population is concentrated in the western part of the district
around the main urban centre, Mthatha. For the purpose of this study, the 2011 Census was used as base
Page ii
as it is available for the whole of South Africa and is also 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, are
presented in Table B.
Table B Demographics Summary: 2011 Census and 2035 (Projected)
2011
2035
Local Municipality
Population
Households
Population
Households
Ngquza Hill
58 085
288 382
69 341
344 266
Port St Johns
33 525
159 992
37 941
181 086
Nyandeni
62 799
296 694
70 116
331 082
Mhlontlo
42 288
183 541
37 619
163 148
King Sabata Dalindyebo
108 394
466 260
127 323
547 454
Grand Total
305 090
1 394 868
342 341
1 567 035
The number of people and households are expected to increase by an estimated 0,6% per annum due to
natural growth and migration. The Mhlontlo LM however is projected to have a negative population growth
rate of 1,2% per annum. The Ngquza Hill LM is projected to have the highest population growth rate of
1,8% per annum.
C. WATER SERVICE LEVELS AND WATER REQUIREMENTS
The consumers in the ORTDM 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.
The ORTDM 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 ORTDM 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 for the calculations to determine the theoretical
water requirements and adjusted for water losses.
Page iii
Table C: Water Requirements (million m³ per annum), Per Local Municipality
Local Municipality
Households
(2011)
King Sabata
Dalindyebo
Water Requirements (Million m³/a)
HH Below
RDP (2011)
2015
2020
2025
2030
2035
104 900
50 704
24,136
28,656
33,343
35,606
37,856
Mhlontlo
43 172
23 718
6,073
7,247
8,464
8,594
8,658
Ngquza Hill
55 930
44 793
7,220
10,729
14,375
15,745
17,087
Nyandeni
61 421
44 054
7,950
11,027
14,211
15,316
16,351
Port St Johns
31 562
24 077
4,204
5,978
7,813
8,441
9,035
296 985
187 346
49,583
63,637
78,205
83,702
88,988
TOTAL
The King Sabata Dalindyebo 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.
The OR Tambo water schemes also supply water across district municipality borders. The breakdown of
the supply per municipality including the municipalities under Alfred Nzo DM and Joe Gqabi DM that are
supplied from OR Tambo schemes is detailed in Table D below.
Table D: Water Requirements (Mℓ/d), Per Local Municipality
District
Municipality
Households
(2011)
HH Below
RDP
(2011)
104 900
Mhlontlo
Local
Municipality
2015
2020
2025
2030
50 704
66,126
78,510
91,356
97,549
103,716
43 172
23 718
16,636
19,858
23,190
23,544
23,722
Ngquza Hill
55 930
44 793
19,785
29,392
39,378
43,139
46,813
Nyandeni
61 421
44 054
21,780
30,213
38,933
41,962
44,802
Port St Johns
31 562
24 077
11,518
16,379
21,406
23,125
24,754
296 985
187 346
135,845
174,351
214,263
229,318
243,.807
Matatiele
0,034
0,058
0,082
0,087
0,092
Umzimvubu
2,545
3,418
4,317
4,448
4,540
Ntabankulu
0,081
0,085
0,090
0,092
0,093
2,660
3,561
4,488
4,627
4,725
7,832
9,837
10,322
10,740
10,740
5,893
7,832
9,837
10,322
10,740
144,397
185,741
228,585
244,271
259,268
King Sabata
Dalindyebo
OR Tambo DM
Sub-Total for OR Tambo DM
Alfred Nzo DM
Sub-Total for Alfred Nzo DM
Joe Gqabi DM
Water Requirements (Mℓ/d)
Elundini
5,893
Sub-Total for Joe Gqabi DM
TOTAL
Page iv
2035
D. WATER CONSERVATION AND WATER DEMAND MANAGEMENT
Water losses and unaccounted for water are a major concern in the ORTDM. The 2015/16 WSDP for the
ORTDM reports that the status of non-revenue water within the WSA is 23%. The DM currently does not
have a WC&DM strategy and a potential project has been identified to address this shortcoming.
E. WATER RESOURCES
The Mzimvubu to Keiskamma WMA is one of the few remaining water management areas with a positive
water balance and huge water surplus. The water availability and potential water resource development of
the Mzimvubu River was investigated in numerous studies, indicating the potential for further development
and possible transfer of water across the basin boundaries, albeit at very high cost due to the deeply
incised river valleys, necessitating very high pumping heads to reach water users. Recent groundwater
studies indicate a significant potential for further groundwater development across the municipal area.
There is currently only one major dam, the Mthatha Dam, and few small dams for domestic use within the
OR Tambo DM area of jurisdiction. Most of the water supply for the towns and rural areas comes from
stand-alone schemes using streams, springs and boreholes.
A list of the relevant dams with information about yield and allocation is given in Table E below.
Table E: Major dams for domestic supply in OR Tambo DM area (from Mzimvubu to Keiskamma
(ISP; DWA, 2004)
Capacity
Dam Name
Yield (Million m³/a)
(million m³)
Domestic
Irrigation
Other / Surplus
Mthatha
228,0
19,0
0.0
0
Corana
0,71
0,34
0.0
0
Mabeleni
2,0
1,73
0.0
0
Mhlanga
1,53
0,78
0.0
0
2,6
N/av
0.0
0
234,84
21,85
Magwa
Total
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
WSS
KSD001 WSIA: Mthatha
RWSS
Population
(2015)
2035
Demand
(Mm³ per
annum)
399 625
33,94
Existing Resources
Yield
(Mm3 per annum)
147,54
Mthatha
Dam
Page v
Proposed
Additional
under UAP
Phase 2
(Mm³ per
annum)
-
Total
145,54
Balance
(Mm³ per annum)
-
Existing Resources
Yield
Population
(2015)
2035
Demand
(Mm³ per
annum)
8 221
0,45
No data
KSD003 WSIA:
Mqanduli Corridor
Development
74 888
4,33
KSD004 WSIA:
Lukwethu Water supply
94 725
KSD005 WSIA: Coffee
Bay RWSS
WSS
KSD002 WSIA: Mthatha
Regional Borehole
Development
(Mm3 per annum)
Boreholes
Proposed
Additional
under UAP
Phase 2
(Mm³ per
annum)
Balance
Total
(Mm³ per annum)
-
No data
No data*
-
No data*
Mthatha Dam
5,31
No data*
-
No data*
Mthatha Dam
37 487
2,12
No data
-
No data*
MHLO001 WSIA:
Umzimvubu RWSS-
276 218
13,45
2 987
Umzimvub
u River
60
No data
NQH001 WSIA:
Ngqushwa Hill RBWSS
291073
17,1
1,02
Xura River
-
1,02
NQH002 WSIA: Msikaba
BRWSS
59 635
3,4
No data
Msikaba
River
-
No data
NYA001 WSIA: Second
Falls RWSS
56 450
3,01
No data*
Mthatha
River
-
No data*
NYA002 WSIA: Tombo
RWSS
26 434
1,51
2 987
Mngazi
River
-
No data
-
0,995*
Mthatha
River
NYA003 WSIA:
Ngqeleni RWSS
57 928
3,16
0,995*
Nzwakazi
Dam, Mtyu
&
Mtakatye
Rivers
NYA004 WSIA: CibeniNtlambeni RWSS
93 041
4,98
2 987
Umzimvub
u River
-
2 987
PSJ001 WSIA: Port St
Johns RWSS
22 929
1,24
No data
Mngazi
River
-
No data
PSJ002 WSIA: Port ST
Johns Town Supply
6 597
0,64
0,36
Bulolo
River
-
0.28(made up
through
WCDM
initiatives)
1 505 251
94,64
3 136,55
Grand Total-
Boreholes
To be supplied
from the proposed
Nxuzi Dam
To be supplied
from Mthatha River
or Dam
Umzimvubu River
3 134,84
*Figures are planned for extraction from Mthatha River system. ORTDM is planning for the construction of
3
Ntabelanga Dam on the Tsitsa River with a capacity of 60Mm . The yield of the dam has not been
established at this stage.
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
Page vi
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 available for infrastructure development over the next three years within ORTDM
amount to R 2,999 billion. However, the existing cost requirement for water services within ORTDM is
R 16 billion and does not yet represent a wall to wall coverage of the total need. However, substantial
planning studies have been conducted that were taken in consideration when the overall bulk supply
intervention areas were determined. The extent of the proposed planning studies was extended to
ultimately result in a wall to wall coverage. The existing bulk interventions currently in planning are tabled
within Table G below.
Table G: RBIG Water Supply Interventions currently in planning
LM
Project
No
Project Name
Project Description
Mthatha
Regional WSS
- Mthatha dam
source
Construction of
Rosedale Water
Treatment Plant,
abstraction works and
associated
infrastructure
ECR019
OR Tambo:
Mthatha KSD
Bulk Water
Supply
KSD: Mthatha KSD
Water (30km radius).
Includes Airport
Corridor, Mqanduli
Corridor, Mthatha
Corridor, Nqadu
Corridor, Libode
Corridor, Ngeleni
Corridor & Second
Falls Corridor.
N/DC15/0
54/W
Mthatha
Regional WSS
- Borehole
development
Mhlontlo
MIS
205342
Ngquza
Hill
King
Sabata
Dalindyebo
ECR012
//
E/ECDC1
5/002/W
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
R 475 000 000
R0
R0
R0
R 1 732 681 700
R 319 000 000
R 300 000 000
R 340 283 877
Drilling of deep well
boreholes in areas
that cannot be
accessed by the
Mthatha Dam water
R 994 383 000
R0
R0
R0
Sidwadweni
Regional
Water Supply
Tsitsa River Source
Development Construction of a
5Mℓ/day packaged
WTP
R 120 000 000
R0
R0
R0
ECR003
//
F/ECDC1
5/003/W
Ingquza Hill
Regional Bulk
Water Supply
Scheme
Ingquza Hill Regional
Bulk Water Supply
Scheme - phase 2 & 3
R 850 000 000
R 1 200 000
R0
R0
N/DC15/0
55/W
Msikaba
Regional Bulk
Water
Services
Supply
Msikaba River
Source. Phase 1 Feasibility Study &
Prelimanary Design
R 850 000 000
R0
R0
R0
Ngquza
Hill
N/DC15/0
56/W
Kwanyati
Regional Bulk
Water Supply
Scheme
Kwanyathi Village and
surrounding areas (is
a sub-project of the
Ingquza Hill Master
Plan)
R 1 200 000 000
R0
R0
R0
Nyandeni
N/DC15/0
10/W
Mdumbi
Regional
Water Supply
Development of a
Regional Scheme
downstream of
R 1 034 000 000
R0
R0
R0
King
Sabata
Dalindyebo
King
Sabata
Dalindyebo
Ngquza
Hill
Page vii
LM
Project
No
Project Name
Project Description
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
Second Falls to
supply water up to
Mdumbi & Coffee Bay
areas
R 7 256 064 700
R 320 200 000
R 300 000 000
R 340 283 877
The total MTEF 2015/18 RBIG allocation over the next three years shows a total allocation of
approximately R 960,5 million. However, the total bulk requirement is R 7,2 billion. This would result in
ORTDM taking at least 21 years to address their total bulk infrastructure needs.
H. BULK WATER SUPPLY INTERVENTIONS CONSIDERED
This study aims to ensure that the ORTDM 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 were 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 within Table H.
Table H Conceptual Scheme Areas, Households and Water Requirements
Water Requirements (Million m³ per annum)
WSIA Name
Households (2015)
Population (2015)
2015
KSD001 WSIA:
Mthatha RWSS
2035
98 916
399 625
24,18
33,94
1 680
8 221
0.16
0.45
KSD003 WSIA:
Mqanduli Corridor
Development
15 291
74 888
1.65
4.33
KSD004 WSIA:
Lukwethu Water supply
19 560
94 725
2.20
5.31
KSD005 WSIA: Coffee
Bay RWSS
6 662
37 487
0.88
2.12
MHLO001 WSIA:
Umzimvubu RWSS
68 453
276 218
8,52
13,45
NQH001 WSIA:
Ngqushwa Hill RBWSS
57 190
291 073
7,34
17,10
NQH002 WSIA:
Msikaba BRWSS
12 236
59 635
1,33
3,40
NYA001 WSIA: Second
Falls RWSS
11 024
56 450
1,37
3,01
KSD002 WSIA:
Mthatha Regional
Borehole Development
Page viii
Water Requirements (Million m³ per annum)
WSIA Name
Households (2015)
Population (2015)
2015
NYA002 WSIA: Tombo
RWSS
2035
6 475
26 434
0,96
1,51
NYA003 WSIA:
Ngqeleni RWSS
12 035
57 928
1,29
3,16
NYA004 WSIA: CibeniNtlambeni RWSS
19 191
93 041
1,86
4,98
PSJ001 WSIA: Port St
Johns RWSS
4 394
22 929
0,45
1,24
PSJ002 WSIA: Port ST
Johns Town Supply
2 353
6 597
0,50
0,64
335 460
1 505 251
52,71
94,63
Grand Total
A total of 94,633 Million m³ per annum is required, with the Mthatha RWSS requiring the largest portion at
29,1% of the total water demand in ORTDM. A total estimate of R20 462 358 417 is required to eradicate
the anticipated water services backlog by 2035. The base year cost requirement is 2015. The total cost
requirement per WSIA is tabled below.
Table I: Total Cost Requirement per WSIA
WSIA (Base year cost
requirement 2015)
KSD001 WSIA: Mthatha RWSS
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
R 1 032 504 154
R 202 171 679
R 652 477 617
R 1 887 153 450
KSD002 WSIA: Mthatha Regional
Borehole Development
R0
R 5 000 000
R0
R 5 000 000
KSD003 WSIA: Mqanduli Corridor
Development
R 370 314 378
R 107 945 193
R 235 298 058
R 713 557 629
KSD004 WSIA: Lukwethu Water
supply
R 809 539 768
R 214 794 196
R 512 010 054
R 1 536 344 018
KSD005 WSIA: Coffee Bay
RWSS
R 225 953 791
R 43 982 149
R 144 350 888
R 414 286 828
MHLO001 WSIA: Umzimvubu
RWSS-
R 2 878 077 573
R 287 101 129
R 1 815 188 871
R 4 980 367 573
NQH001 WSIA: Ngqushwa Hill
RBWSS
R 2 747 632 229
R 605 601 012
R 1 733 008 304
R 5 086 241 545
NQH002 WSIA: Msikaba BRWSS
R 802 454 426
R 129 805 892
R 507 546 289
R 1 439 806 607
NYA001 WSIA: Second Falls
RWSS
R 632 925 926
R 101 500 284
R 400 743 334
R 1 135 169 544
Page ix
WSIA (Base year cost
requirement 2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
NYA002 WSIA: Tombo RWSS
R 151 577 043
R 85 637 881
R 129 177 252
R 366 392 176
NYA003 WSIA: Ngqeleni RWSS
R 488 695 332
R 76 472 431
R 309 878 059
R 875 045 822
NYA004 WSIA: Cibeni-Ntlambeni
RWSS
R 992 614 337
R 161 354 861
R 627 347 032
R 1 781 316 230
PSJ001 WSIA: Port St Johns
RWSS
R 65 217 749
R 13 915 574
R 37 543 673
R 116 676 995
PSJ002 WSIA: Port ST Johns
Town Supply
R 106 250 000
R 15 625 000
R 3 125 000
R 125 000 000
R 11 303 756 706
R 2 050 907 281
R 7 107 694 431
R 20 462 358 417
TOTAL
The cost requirement for primary bulk is tabled below. The base year cost requirement is 2015.
Table J: Primary Bulk Cost Requirement per WSIA
WSIA (Base year cost requirement
2015)
KSD001
Mthatha RWSS
KSD002
Mthatha Regional
Borehole Development
KSD003
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
R 640 830 316
R 100 572 504
R 403 723 099
R 1 145 125 919
R0
R 5 000 000
R0
R 5 000 000
Mqanduli Corridor
Development
R 330 427 676
R 37 678 950
R 208 169 436
R 576 276 061
KSD004
Lukwethu Water supply
R 178 244 620
R 44 297 881
R 114 294 111
R 336 836 611
KSD005
Coffee Bay RWSS
R 69 498 000
R 6 324 318
R 43 783 740
R 119 606 058
MHLO001
Umzimvubu RWSS
R 2 603 641 038
R 239 434 529
R 1 640 293 854
R 4 483 369 421
NQH001
Ngqushwa Hill RBWSS
R 1 259 910 263
R 199 002 637
R 793 743 466
R 2 252 656 367
NQH002
Msikaba BRWSS
R 451 053 869
R 66 998 059
R 284 163 938
R 802 215 866
NYA001
Second Falls RWSS
R 289 698 277
R 42 948 508
R 182 509 914
R 515 156 700
NYA002
Tombo RWSS
R 29 088 467
R 3 817 825
R 18 325 734
R 51 232 026
Page x
WSIA (Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
NYA003
Ngqeleni RWSS
R 149 724 325
R 20 454 429
R 94 326 325
R 264 505 078
NYA004
Cibeni-Ntlambeni RWSS
R 110 781 600
R 10 081 126
R 69 792 408
R 190 655 134
PSJ001
Port St Johns RWSS
R 20 968 800
R 1 908 161
R 11 427 996
R 34 304 957
PSJ002
Port ST Johns Town
Supply
R 106 250 000
R 15 625 000
R 3 125 000
R 125 000 000
R 6 240 117 251
R 794 143 927
R 3 867 679 021
R 10 901 940 198
Total
I. CONCLUSIONS AND RECOMMENDATIONS
The ORTDM 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 187 000 households not having access to some form
of formalised water supply infrastructure, across the whole of ORTDM’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 ORTDM 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 ORTDM to address their
water supply requirements.
The ORTDM 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 fourteen 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.
The provision of water services remains the responsibility of the ORTDM as the WSA. The ORTDM 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 ORTDM to take this process further.
The fourteen (14) proposed water supply intervention areas (WSIAs) are the appropriate solutions for bulk
water supply development within ORTDM and are as follows:
Page xi

KSD001 WSIA: Mthatha RWSS;

KSD002 WSIA: Mthatha Regional Borehole Development;

KSD003 WSIA: Mqanduli Corridor Development;

KSD004 WSIA: Lukwethu Water supply;

KSD005 WSIA: Coffee Bay RWSS;

NYA001 WSIA: Second Falls RWSS;

NYA002 WSIA: Tombo RWSS;

NYA003 WSIA: Ngqeleni RWSS;

NYA004 WSIA: Cibeni-Ntlambeni RWSS;

NQH001 WSIA: Ngqushwa Hill RBWSS;

NQH002 WSIA: Msikaba BRWSS;

PSJ001 WSIA: Port St Johns RWSS;

PSJ002: WSIA: Port St Johns Town Supply; and

MHLO001 WSIA: Umzimvubu RWSS.
A visual presentation of the split between the primary, secondary and tertiary bulk infrastructure is
illustrated within the Figure 1: Bulk Infrastructure Requirements per WSIA below.
Figure 1: Bulk Infrastructure Requirements per WSIA
Page xii
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......................................................................................................................................................3
1.5.1 Stakeholder Engagement ...................................................................................................................................3
1.6
Water Requirements Model...............................................................................................................................4
1.7
DWS Reference Framework Geodatabase .........................................................................................................5
1.8
Reconciliation Report .........................................................................................................................................5
2.
STUDY AREA................................................................................................................. 6
2.1
Context ...............................................................................................................................................................6
2.2
Physical Characteristics of the Study Area .........................................................................................................6
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..........................................................................................................12
3.1
Existing Population Distribution .......................................................................................................................12
3.2
Social and Economic Indicators ........................................................................................................................12
3.3
Population Growth Scenarios...........................................................................................................................13
3.4
Main Development Nodes................................................................................................................................13
3.4.1 Nodes................................................................................................................................................................13
3.4.2 Corridors ...........................................................................................................................................................14
4.
WATER REQUIREMENTS ..............................................................................................15
4.1
Water Supply Service Level ..............................................................................................................................15
4.2
Water Losses and Demand Management ........................................................................................................17
4.3
Water Demand Model......................................................................................................................................17
4.3.1 Water Demand for OR Tambo District Municipality.........................................................................................18
4.3.2 Demand per Regional Water Scheme...............................................................................................................20
5.
EXISTING WATER SUPPLY INFRASTRUCTURE ................................................................24
5.1
Water Resource Availability .............................................................................................................................24
5.2
King Sabata Dalindyebo Local Municipality......................................................................................................25
5.2.1 Mthatha Town Water Supply Scheme ..............................................................................................................25
Page xiii
5.2.2 Rosedale Water Supply Scheme .......................................................................................................................26
5.2.3 Mthatha Peri-urban Water Supply Scheme......................................................................................................26
5.3
Nyandeni Municipality......................................................................................................................................28
5.3.1 Libode Town Water Supply...............................................................................................................................28
5.3.2 Corana Regional Water Supply.........................................................................................................................29
5.4
Mhlontlo Local Municipality.............................................................................................................................29
5.4.1 Qumbu Town Water Supply..............................................................................................................................29
5.4.2 Tsolo Town Water Supply Scheme....................................................................................................................29
5.4.3 Mjika Water Supply Scheme.............................................................................................................................30
5.5
Ngquza Hill Local Municipality..........................................................................................................................30
5.5.1 Lusikisiki Regional Water Supply Scheme .........................................................................................................30
5.5.2 Flagstaff Regional Water Supply Scheme.........................................................................................................30
5.5.3 Mkambati Weir Scheme ...................................................................................................................................30
5.5.4 Holy Cross Hospital Scheme (Taweni Village Scheme)......................................................................................31
5.5.5 Magwa Tea Estate Water Scheme ...................................................................................................................31
5.6
Nyandeni Local Municipality ............................................................................................................................31
5.6.1 Ngqeleni Town Water Supply ...........................................................................................................................31
5.6.2 Mhlanga Rural Water Supply Scheme ..............................................................................................................32
5.7
Port St Johns Local Municipality.......................................................................................................................32
5.7.1 Port St Johns Spatial Development Initiative (SDI) Water Supply Scheme .......................................................32
5.7.2 Umzimvubu 18 Villages WSS ............................................................................................................................33
6.
BULK WATER SUPPLY PROJECTS CURRENTLY IN PLANNING ..........................................34
6.1
Regional Bulk Water Projects in Planning ........................................................................................................34
6.1.1 ECR012 // E/ECDC15/002/W: Mthatha Regional WSS -Mthatha dam source and ECR019: OR Tambo Mthatha KSD Bulk Water Supply ......................................................................................................................36
6.1.2 N/DC15/054/W: Mthatha Regional WSS - Borehole development ..................................................................37
6.1.3 MIS 205342 Sidwadweni Regional Water Supply.............................................................................................37
6.1.4 ECR003 // F/ECDC15/003/W: Ingquza Hill (IHLM) Regional Bulk Water Supply Scheme.................................37
6.1.5 N/DC15/055/W: Msikaba Regional Bulk Water Services Supply......................................................................37
6.1.6 N/DC15/056/W: Kwanyati Regional Bulk Water Supply Scheme .....................................................................37
6.1.7 N/DC15/010/W: Mdumbi Regional Water .......................................................................................................37
7.
SYNOPSIS OF EXISTING AND COMMITTED SCHEMES ....................................................42
7.1
Gap Analysis .....................................................................................................................................................42
7.1.1 KSD001 WSIA: Mthatha regional Bulk Water Supply .......................................................................................42
7.1.2 KSD002 WSIA: Mthatha Regional Borehole Development ...............................................................................43
7.1.3 KSD003 WSIA: Mqanduli Corridor Development ..............................................................................................44
Page xiv
7.1.4 KSD004 WSIA: Lukwethu Water Supply............................................................................................................45
7.1.5 KSD005 WSIA: Coffee Bay Regional Water Supply ...........................................................................................45
7.1.6 NYA001 WSIA: Second Falls RWSS....................................................................................................................46
7.1.7 NYA002 WSIA: Tombo RWSS ............................................................................................................................47
7.1.8 NYA003 WSIA: Ngqeleni RWSS .........................................................................................................................47
7.1.9 NYA004 WSIA: Cibeni-Ntlambeni RWSS ...........................................................................................................48
7.1.10 NQH001 WSIA: Ngqushwa Hill RBWSS .............................................................................................................49
7.1.11 NQH002 WSIA: Msikaba BRWSS.......................................................................................................................50
7.1.12 PSJ001 WSIA: Port St Johns RBWSS ..................................................................................................................51
7.1.13 PSJ002 WSIA: Port St Johns Town Supply .........................................................................................................51
7.1.14 MHLO001 WSIA: Umzimvubu RWSS.................................................................................................................52
7.2
Scheme Re-demarcation ..................................................................................................................................52
8.
BULK WATER SUPPLY INTERVENTIONS CONSIDERED – RECONCILIATION ......................53
8.1
Proposed Wall-to-Wall Water Supply Intervention Areas................................................................................53
8.2
KSD001 WSIA: Mthatha Regional Bulk Water Supply.......................................................................................53
8.2.1 Demand Model Intervention ............................................................................................................................53
8.2.2 Existing Proposed Infrastructure Intervention..................................................................................................54
8.3
KSD002 WSIA: Mthatha Regional Borehole Development...............................................................................59
8.3.1 Demand model Intervention.............................................................................................................................59
8.3.2 Existing Proposed Infrastructure Intervention..................................................................................................59
8.4
KSD003 WSIA: Mquanduli Corridor Development ...........................................................................................60
8.4.1 Demand Model Intervention ............................................................................................................................60
8.4.2 Existing Proposed Infrastructure Intervention..................................................................................................61
8.5
KSD004 WSIA: Lukwethu Water Supply ...........................................................................................................63
8.5.1 Demand Model Intervention ............................................................................................................................63
8.5.2 Existing Proposed Infrastructure Intervention..................................................................................................64
8.6
KSD005 WSIA: Coffee Bay RWSS ......................................................................................................................65
8.6.1 Demand model Intervention.............................................................................................................................65
8.6.2 Existing Proposed Infrastructure Intervention..................................................................................................66
8.7
Mhlo001 WSIA: Umzimvubu Dam Development .............................................................................................67
8.7.1 Demand Model Intervention ............................................................................................................................67
8.7.2 Existing Proposed Infrastructure Intervention..................................................................................................69
8.8
NQH001 WSIA: NgquZa Hill RBWSS..................................................................................................................72
8.8.1 Demand Model Intervention ............................................................................................................................72
8.8.2 Existing Proposed Infrastructure Intervention..................................................................................................73
Page xv
8.9
NQH002 WSIA: Msikaba Bulk Regional Water Supply Scheme ........................................................................75
8.9.1 Demand Model Intervention ............................................................................................................................75
8.9.2 Existing Proposed Infrastructure Intervention..................................................................................................75
8.9.3 Water Resource Consideration .........................................................................................................................76
8.10
Nya001 WSIA: Second Falls Bulk Water Supply................................................................................................77
8.10.1 Demand Model Intervention ............................................................................................................................77
8.10.2 Existing Proposed Infrastructure Intervention..................................................................................................78
8.11
Nya002 WSIA: Tombo RWSS ............................................................................................................................79
8.11.1 Demand Model Intervention ............................................................................................................................79
8.11.2 Existing Proposed Infrastructure Intervention..................................................................................................80
8.12
Nya003 WSIA: Ngqeleni RWSS .........................................................................................................................81
8.12.1 Demand Model Intervention ............................................................................................................................81
8.12.2 Water Demand .................................................................................................................................................81
8.12.3 Water Resource Consideration .........................................................................................................................81
8.12.4 Water Supply Infrastructure .............................................................................................................................81
8.12.5 Financial Requirement......................................................................................................................................82
8.12.6 Existing Proposed Infrastructure Intervention..................................................................................................82
8.13
Nya004 WSIA: Cibeni-Ntlambeni RWSS............................................................................................................84
8.13.1 Demand Model Intervention ............................................................................................................................84
8.13.2 Existing Proposed Infrastructure Intervention..................................................................................................85
8.14
PSJ001 WSIA: Port St Johns RWSS ....................................................................................................................86
8.14.1 Demand Model Intervention ............................................................................................................................86
8.14.2 Existing Proposed Infrastructure Intervention..................................................................................................87
8.15
PSJ002 WSIA: Port St Johns Town WSS ............................................................................................................87
8.15.1 Demand Model Intervention ............................................................................................................................87
8.15.2 Existing Proposed Infrastructure Intervention..................................................................................................88
9.
SUMMARY ..................................................................................................................90
9.1
Total Water Demand per WSIA ........................................................................................................................90
9.2
Total Water Resources Required......................................................................................................................91
9.2.1 Mthatha Dam System.......................................................................................................................................92
9.3
Financial Requirements ....................................................................................................................................93
9.4
Funding Options ...............................................................................................................................................95
9.5
Implementation Programme ............................................................................................................................95
10. RECOMMENDATIONS ..................................................................................................97
10.1
Responsibilities.................................................................................................................................................97
Page xvi
10.2
Selection of Solutions .......................................................................................................................................97
10.3
Pertinent Legislation.........................................................................................................................................97
10.3.1 Municipal Structures Act ..................................................................................................................................98
10.3.2 Municipal Systems Act......................................................................................................................................98
10.3.3 Water Services Act............................................................................................................................................98
LIST OF ANNEXURES
ANNEXURE A – Reference
ANNEXURE B – Map Series
LIST OF TABLES
Table 1.1: Settlement or Town Categories and Water Use ............................................................................................4
Table 2.1: Topographical Profile .....................................................................................................................................8
Table 3.1: Census 2011 Population and Households....................................................................................................12
Table 4.1: Stats SA Census 2011 Water Supply Levels..................................................................................................15
Table 4.2: Settlement or Town Categories and Water Use ..........................................................................................17
Table 4.3: Water Requirements (Million M³ per annum), Per Local Municipality........................................................18
Table 4.4: Water Requirements (Mℓ/d), Per Local Municipality .................................................................................. 19
Table 4.5: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA.................................20
Table 4.6: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA.................................21
Table 4.7: Water Requirements (Mℓ/d), Per Existing WSS and Potential WSIAs ......................................................... 22
Table 5.1: Major dams for domestic supply in OR Tambo DM area (from Mzimvubu to Keiskamma (ISP; DWA, 2004)
......................................................................................................................................................................................24
Table 6.1: Grant Funding Streams ................................................................................................................................35
Table 6.2: RBIG Water Supply Interventions currently in planning ..............................................................................35
Table 6.3: ORT DM MIG Water Supply Projects............................................................................................................39
Table 7.1: Mthatha Regional Scheme Summary...........................................................................................................42
Table 7.2: Mthatha Regional Scheme Gap Analysis......................................................................................................43
Table 7.3: Mthatha Regional Borehole Development ..................................................................................................44
Table 7.4: Mqanduli Corridor Development.................................................................................................................44
Table 7.5: Lukwethu Regional Scheme Gap Analysis....................................................................................................45
Table 7.6: Coffee Bay Regional Scheme Gap Analysis ..................................................................................................46
Table 7.7: Second Falls RWSS Gap Analysis ..................................................................................................................46
Table 7.8: Tombo RWSS Gap Analysis ..........................................................................................................................47
Table 7.9: Ngqeleni RWSS Summary.............................................................................................................................47
Page xvii
Table 7.10: Ngqeleni RWSS Gap Analysis .....................................................................................................................48
Table 7.11: Cibeni-Ntlambeni Regional Scheme Gap Analysis .....................................................................................49
Table 7.12: Ngquza Hill RWSS Summary.......................................................................................................................49
Table 7.13: Ngquza Hill RWSS Gap Analysis..................................................................................................................50
Table 7.14: Msikaba RWSS Gap Analysis ......................................................................................................................50
Table 7.15: Port St Johns RBWSS Scheme Gap Analysis ...............................................................................................51
Table 7.16: Port St Johns Town Scheme Gap Analysis..................................................................................................51
Table 7.17: Umzimvubu RWSS Gap Analysis ................................................................................................................52
Table 8.1: Allocation of Mthatha Dam Raw Water Yield ..............................................................................................53
Table 8.2: KSD001 Cost Requirement ...........................................................................................................................54
Table 8.3: Projected Demand as Per ORTDM Planning ................................................................................................55
Table 8.4: Allocation of Mthatha Dam Raw Water Yield ..............................................................................................55
Table 8.5: KSD001 Cost Requirement ...........................................................................................................................58
Table 8.6 Reservoirs proposed for the Mquanduli Corridor.........................................................................................62
Table 8.7: ORTDM Planning Demand Scenarios ...........................................................................................................72
Table 8.8: Demand Scenario .........................................................................................................................................73
Table 8.9: Estimated Water Demand............................................................................................................................78
Table 8.10: Estimated Water Demand..........................................................................................................................82
3
Table 9.1: Water Requirements (Mm per annum) per WSIA ......................................................................................90
3
Table 9.2: Water Requirements (Mm per annum) per WSIA ......................................................................................91
Table 9.3: Mthatha Dam Water Resource (Mℓ/d) per WSIA ........................................................................................ 92
Table 9.4: Financial Requirements based on Demand Model Interventions................................................................93
Table 9.5: Primary Bulk Cost requirement per WSIA....................................................................................................94
ANNEXURE A – Reference...........................................................................................................................................100
ANNEXURE B – Map Series .........................................................................................................................................103
LIST OF DIAGRAMS
Diagram 2.1: Land erosion ..............................................................................................................................................9
Diagram 2.2: Municipal Structure.................................................................................................................................10
Diagram 4.1: 2035 Demand Per LM – OR Tambo District.............................................................................................19
Diagram 4.2: 2035 Water Demand per LM...................................................................................................................20
Page xviii
1. OBJECTIVES AND METHODOLOGY
This report is the Bulk Water Master Plan report for the study titled “Universal Access Plan Phase 2
– Towards the Progressive Development of Conceptual Bulk Water Master Plan for the OR Tambo
District Municipality”, 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 titled ”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 with regards to water supply in the Province.
There was 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 OR Tambo and Alfred Nzo 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;
Page 1

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 didn’t take cognisance of town planning type information that would give an
indication of future demands.
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.
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
Regional Water Master Plan. This document was prepared for the OR Tambo District Municipality
(ORTDM) that includes the following Local Municipalities:

King Sabata Dalindyebo Local Municipality;

Mhlontlo Local Municipality;

Ngquza Hill Local Municipality;

Nyandeni Local Municipality; and

Port St John 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 ORTDM.
1.4
INFORMATION SOURCES
Information used in this study was obtained from current and existing technical reports, regional
studies and inputs from knowledgeable municipal officials. It includes 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 ORTDM to obtain
their input and to ensure that the latest available specifications and information is applied for the
purpose of this study.
Page 2
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 Phase 1 of the 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,
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 – aims 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 again includes the whole of the KZN province, but has been extended into
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 thus aims 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, in July 2015. The PSP’s 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 Report has now been 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 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.
Page 3
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.
The PSP’s engaged with each WSA to determine the current and planned levels 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 – OR Tambo 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
Category
Household Income Per
Annum
Description
Consumption
(ℓ/c/d)
1
Very High Income; villas, large detached house, large
luxury flats
2
Upper middle income: detached houses, large flats
3
Average Middle Income: 2 - 3 bedroom houses or flats
with 1 or 2 WC, kitchen, and one bathroom, shower
4
Low middle Income: Small houses or flats with WC,
one kitchen, one bathroom
5
Low income: flatlets, bedsits with kitchen & bathroom,
informal household
6
No income & informal supplies with yard connections
7
Informal with no formal connection
70
8
Informal below 25 ℓ/c/d
12
>R1 228 000
410
R153 601 – R1 228 000
295
R38 401 – R153 600
228
R9 601– R38 400
170
R1 – R9 600
100
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.
Page 4
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
were also updated to include not only the latest existing, but also planned water supply
infrastructure.
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 that 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 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
The OR Tambo District Municipality (ORTDM) is one of the six District Municipalities in the Eastern
Cape Province. It is located in the eastern half of the Province with its eastern border being the
Indian Ocean coastline of South Africa. To the north, it is bordered by the Alfred Nzo District
Municipality, to the northwest, by the Joe Gqabi District Municipality, to the west, by the Chris Hani
District Municipality, and to the southwest, by the Amathole District Municipality.
The District includes within its borders five Local Municipalities, namely:

Ngquza Hill Local Municipality;

Port St Johns Local Municipality;

Nyandeni Local Municipality;

Mhlontlo Local Municipality; and

King Sabata Dalindyebo Local Municipality
The District covers an area of 12 082km² and is divided administratively into the five (5)
aforementioned Local Municipalities (LMs). Mthatha is the main centre, and the OR Tambo DM
covers most of the Wild Coast and Pondoland. The district has a sub-tropical coastal belt, especially
from Port St Johns northwards. It has some game reserves that have indigenous forests. The hills
beyond the coast rise to high levels of up to 1 500 meters beyond Mthatha. The district has many
rivers and is well-watered, with an average of 700mm of rainfall per year. Pondoland, being nearly
the most fertile areas in South Africa, has warm temperatures and good soils with frost-free
conditions. The other major towns in the district are Mqanduli, Port St. Johns, Qumbu, Lusikisiki,
Ngceleni, Libode, Tsolo and Flagstaff.
2.2
PHYSICAL CHARACTERISTICS OF THE STUDY AREA
2.2.1.1
Ngquza Hill Local Municipality
The Ngquza Hill LM has a population of 278 496 people residing within 55 930 households (Source:
Census 2011). After King Sabata Dalindyebo Municipality and Nyandeni Municipality, the Ngquza
Hill LM has the third largest population in the District with an average household size of 5
persons/household, a comparably high population density.
The Ngquza Hill LM is characterized by limited coastal settlements and widely dispersed settlements
2
2
in traditional rural villages at approximately 120 persons/km in the LM of 2 328km . The municipal
area is furthermore characterised by large forest areas in close proximity to the coastline, with a total
of ten rivers flowing through it. The Mkambati Nature Reserve is situated within the coastal zone.
The urban and peri-urban nodes of Lusikisiki and Flagstaff, linked by the R61 running south from
Durban to Mbizana, are the primary economic hubs of the municipal area. The LM is believed to
hold significant Tourism, Forestry, and Marine Aquaculture potential.
Page 6
2.2.1.2
Port St Johns Local Municipality
This municipality, in the heart of the former Transkei, is situated along the Indian Ocean coastline.
Its most well-known settlement is the town of Port St Johns that is located at the mouth of the
Umzimvubu River, approximately 90km east of Mthatha. The municipality has a strong tourism
industry ascribed to the variety of hills, dunes, rivers, and the mountainous terrain that meet its
picturesque beaches. In terms of settlement pattern, the municipal area is characterized by a
2
predominantly scattered rural settlement pattern over the municipal area of 1 225km at an average
2
density of 127 persons/km . Nearly 90% of all the dwellings in the municipality are located in
traditional tribal settlements. Port St. Johns is the only real urban area, and is the regional economic
centre and supply site for the nearby villages and communities.
Topographically the area is characterised by a high-lying northern hinterland with undulating plains
decreasing in a southern direction to a largely flat coastal belt. Eight prominent rivers traverse the
hinterland from north-west to south-east creating prominent valleys, gorges and inaccessible
ravines. Access to and from the various parts of the municipal area is made very difficult by this
undulating topography.
2.2.1.3
Nyandeni Local Municipality
Nyandeni Local Municipality, like many of the other LMs within the District, is predominantly rural
with widely dispersed traditional and village-type settlements. The main Municipal Office is located in
one of these small settlements in the town of Libode, located approximately 30km from Mthatha,
along the route to the popular tourist destination of Port St. Johns. While a comparatively small
proportion of the population reside in formal dwellings, most of the inhabitants of the municipality still
rely on subsistence agriculture in areas marked by communal tenure. The LM is regarded as having
considerable agricultural potential, although there has been limited exploitation of this potential.
In 2001, the LM had a population of 290 400 residing within 61 421 households with an average
2
household size of 4,73 persons/household. The area has an average density of 123 persons/km
2
spread over the municipal area of 2 354km . In terms of topography, the municipal area ranges in
altitude from 1 200m above sea level in the north-western part to the low-lying coastal area in the
south east. The municipality is drained by four (4) perennial rivers, the Mngazi, Mngazana, Mtata
and Mnenu Rivers. As for vegetation, valley thicket occurs along the steep slopes of the periphery of
the municipal area, while the coast is characterised by Coastal Bushveld and Grassland. The interior
is marked mainly by Eastern Thorn Bushveld and Moist Upland Grassland.
2.2.1.4
Mhlontlo Local Municipality
The Mhlontlo LM is predominantly rural, hosts Tsolo and Qumbu as local service centres. These
towns are located near the N2 that runs through the municipality from the southwest to the
northeast. The majority of land is used for agricultural purposes and subsistence farming, notably for
grazing, in areas marked by communal tenure. Mhlontlo population is estimated at 188 224 residing
in approximately 43 172 households. The municipality has an average household size of 4,4
persons per household.
The area boasts a number of tourist attractions including the Tsitsa Falls and Tina Falls, the Tina
River ribbon and the Mabeleni Dam, which is famous for its trout fishing.
2.2.1.5
2.3.5 King Sabata Dalindyebo Municipality
King Sabata Dalindyebo Local Municipality (KSDLM) is home to Mthatha, the economic centre of the
District and the host to both the Local and District Municipality’s Offices. Comprising four
Page 7
amalgamated entities, KSDLM includes both Mthatha and Mqanduli urban and rural magisterial
areas. The municipality has both an urban and a rural character, including a prominent national
urban settlement and regional economic hub, as well as dispersed village-type rural settlements.
2
The average number of people per km is 157 and therefore hosts the highest number of people
within the district i.e. 451 735 people residing within 104 900 households.
Situated at the heart of the KSD LM, Mthatha is a major transport and regional service centre,
dissected by the N2 running southwest to northeast through the town. As a gateway to a wide range
of tourism offerings, Mthatha is a popular stop-over point on the way to tourist attractions like Coffee
Bay and Hole-in-the-Wall in the KSDLM and Port St Johns and Mbotyi in neighbouring LMs. Linked
to East London by the Kei Rail, the municipality is also an economic home to two of the other
economic activities in the District, viz. Forestry and Agriculture.
2.3
CLIMATE
The climate in the district varies with distance and elevation away from the warm Indian Ocean
o
o
o
current. Temperatures range from a mean minimum of 14,3 C – 19,8 C in January to 1,8 C –
o
o
o
o
o
13,4 C in July to a mean maximum of 14,3 C – 25,3 C in January to 19,5 C – 21,4 C in July.
Annual rainfall generally exceeds 800mm, but it decreases as one move inland with the least rain
falling in the major river valleys. An appreciable amount of rain falls in the winter months in the
coastal areas, but the inland areas generally receive more than 80% of their rain in the 6 months
from October – March.
2.4
TOPOGRAPHY, GEOLOGY AND SOILS
The OR Tambo District is largely characterised by rolling and broken topography due to the large
number of rivers and the drop in elevation from the foothills of the mountains in the north to sea level
in the south. This terrain has tended to force settlements to grow along ridges, following the main
access roads and pathways. Table 2.1: Topographical Profile below summarises the topographical
character of the area.
Table 2.1: Topographical Profile
Topography type
Percentage of total municipal area
Mountainous
Nil
Rolling
92%
Flat
2%
Coastal
6%
2.5
ENVIRONMENTAL
Environmental degradation, soil erosion in particular, is a major concern in the OR Tambo DM. The
WSDP of 2015/16 depicted the total land area per local municipality as a percentage of the entire
district as illustrated within Diagram 2.1: Land erosion. King Sabata Dalindyebo LM is the largest
occupying 25% of the district’s area followed by Mhlontlo LM with 23%. The inner ring diagrams
represent the environmental degradation per LM as a percentage of the LM’s total area. Mhlontlo LM
has the largest degraded area with 29% of its surface eroded, followed by King Sabata Dalindyebo
LM with 28%.
Page 8
Diagram 2.1: Land erosion
2.6
INSTITUTIONAL ARRANGEMENT FOR WATER SUPPLY
The OR Tambo District Municipality is the legislated Water Services Authority 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. This internal mechanism involved the
provision of water services through three (3) decentralised water services units (WSUs), each
controlled by an appropriate manager.
The OR Tambo District Municipality achieves this separation of powers by assigning each function
to different Deputy Directors within the Infrastructure Directorate, as illustrated in the following
organogram.
Page 9
Diagram 2.2: Municipal Structure
Director: Infrastructure
Development
Water Services
Authority Function
Deputy Director:
Supplementary
Services
Deputy Director:
Capital Projects
Capital Budgets
Project Planning
Feasibility assessments
Project implementation
Project Management
Water Services
Provider Function
Transport (on behalf of Comm
Services)
WSDP and Bylaws
GIS
Compliance monitoring
Deputy Director:
Operations and
Maintenance
O & M of water services
Sanitation services
Roads and works
WSP Contracts
The WSDP of 2015/16 stated that the current approved municipal structure still makes provision for
three (3) WSUs and Water Services Teams within each of the Local Municipalities.
The criteria adopted for defining the boundaries of the WSUs was that they should have:

Similar geographical areas;

Sharing of water resources boundaries; and

Balancing of available resources (i.e. human resources).
Given the above criteria, the decision was taken to create the following three Water Service units:

WSU 1: King Sabata Dalindyebo and Nyandeni Municipalities;

WSU 2: Port St Johns and Ngquza Hill Municipalities; and

WSU 4: Mhlontlo Municipality.
Page 10
Current Numbers
Staff Level
Management*
Post Demand (Posts
Required)
Post Supply
(Filled)
Vacant
% Vacant
% Filled
9
3
6
67
33
Technical
128
64
64
50
50
Labour
469
140
329
70
30
Support
499
324
175
35
65
1 105
531
574
52
48
Total
A total of 52% of the required Water Services posts are currently vacant. The Technical and
Management levels are experiencing the highest vacancy levels followed by the Support Level and
Labour Level. With only 48% of the total Water Services posts in the Municipality filled, it will be
challenging for OR Tambo DM to fulfil its prescribed duties as the WSA and the WSP. Of particular
concern are the substantial vacancies at Management and Technical Levels.
Page 11
3. DEMOGRAPHICS
3.1
EXISTING POPULATION DISTRIBUTION
Census 2011 indicated that there is approximately 1,3 million people within 286 000 households
(HH) residing within five Local Municipalities (LMs) located within ORTDM. The average number of
people per HH is 4,6. The details per LM are tabled within Table 3.1: Census 2011 Population and
Households below.
Table 3.1: Census 2011 Population and Households
LM No
LM Name
No of People
No of HH
Persons per HH
EC153
Ngquza Hill
278 496
56 179
4,96
EC154
Port St Johns
156 146
31 694
4,93
EC155
Nyandeni
290 400
61 594
4,71
EC156
Mhlontlo
188 224
43 383
4,34
EC157
King Sabata Dalindyebo
451 735
105 175
4,30
1 365 001
298 025
4,58
TOTAL
The largest portion of the district population is concentrated in the western part of the district around
the main urban centre, Mthatha. The King Sabata Dalindyebo (KSD) Municipality has the largest
population in the district with 451 735 people and accounts for nearly 33% of the total district
2
population. It also has the highest population density of 157 persons/km . The next largest town in
the district is Port St Johns, set on the eastern coast about 100 kilometres from Mthatha. In this
2
municipality, the density is 127 persons/km . In general, the last decade has witnessed sizeable
migration from smaller to larger villages and towards villages located on the main roads in the
district.
The average household size according to Census 2001 was approximately 4,8 individuals per
household as compared to the 4,6 persons per household in Census 2011. This is as a result of a
higher growth in the number of households as compared to the growth in the population.
3.2
SOCIAL AND ECONOMIC INDICATORS
OR Tambo’s economy is made up of various industries. The GVA-R variable provides a sectoral
breakdown, where each sector is measured in terms of its “value added” produced in the local
economy. The greatest contributor towards the GVA of the local municipalities is the community
sector (ranging from 48% for the King Sabata Dalindyebo Local Municipality to 63% for Nyandeni
Local Municipality), with the King Sabata Dalindyebo Local Municipality community services
contributing 33% or R 5,4 billion to the total Gross value added of the OR Tambo District
Municipality.
Relative to the other local municipalities, the King Sabata Dalindyebo Local Municipality also
contributes more to the financial sector and trade sector of the OR Tambo District Municipality –
R 2,4 billion (15%) and R 2,1 billion (13%) respectively. In 2011 OR Tambo District Municipality’s
economy was dominated by the tertiary sector as a whole, which is primarily focused on community
services. Community services accounted for half of the GVA with a 51,5% contribution to the total
economic activity in OR Tambo District Municipality in 2011 that is the largest sector contribution to
Page 12
economic activity. The community services consist of public administration (14,3%), education
(23,4%), health and social work (9,2%) and other community services (4,6%). The trade sector at
18,5% is the second largest contributor to the economic activity.
3.3
POPULATION GROWTH SCENARIOS
OR Tambo District Municipality housed 2,6% of the total South African population in 2011. Between
2001 and 2011 population growth averaged 0,53% per annum that is 0,93% lower than that of South
Africa as a whole, but higher as the total provincial growth which is 0,19%. The only local
municipality that had a decrease in population is the Mhlontlo Local Municipality, where the
population decreased at an average annual rate of 0,76%. Key reasons for this are (1) migration
from the district for economic reasons; (2) ill health and an increase in the mortality rate largely due
to poverty; and (3) the high incidence of HIV/AIDS and TB in the district. The municipality with the
highest population increase is the Ngquza Local Municipality at 0,90% average annual growth. The
King Sabata Dalindyebo Local Municipality too has a relatively high average annual increase of
0,82% - probably due to the in-migration to a more developed economy
3.4
MAIN DEVELOPMENT NODES
The OR Tambo District Municipality SDF of 2010 identified proposed and existing development
nodes and development corridors that will assist the development of the district. The details are as
follows:
3.4.1
NODES
The nodes are defined as follows:

Primary Nodes (PN): These are high order centres providing educational facilities,
administrative functions and highest level of access to shopping and social services in the
district. Mthatha is the only primary node in the district.

Secondary Nodes (SN): These are towns identified as having important local and district level
development functions relating to commerce and tourism. Lusikisiki, and Port St. Johns are
the secondary nodes of the district.

Tertiary Nodes (TN): These towns are seen as lower order service centers where goods and
services can be accessed by the local residents and residents of surrounding rural settlement
areas. Libode, Mqanduli, Ngqeleni, Tsolo, Qumbu, Flagstaff and Mzamba fall within this
category.

Higher order Rural Nodes (HoRN): These are rural villages where higher order rural-level
services are prioritized. Nkozo, Mbozisa, Baziya, Kwaaiman, Langeni, Mpeko, Mqekezweni,
Gengqe, Meje, Sulenkama, Bomvini, Mfundisweni, isilindeni, Canzibe, Marubeni, Bambisana
Mission and Isilimela are under this category.

Tourism Nodes: these are settlements where the principal function has been identified as
being related to the development of a viable and sustainable Coastal Tourism sector.
Mzamba, Port St. Johns, Umtata Mouth, and Coffee Bay are primary tourism nodes.
Mphalane, Mnyameni, Kwayimane, Sikombe, Mbotyi, Mngazana, Sihangwana, Lwandile,
Presley Bay and Hole in the Wall are identified as the secondary tourism nodes.
Page 13
3.4.2
CORRIDORS
Corridors are defined as follows:

Primary corridor (PC): High-density development on sections of this corridor. The main
mobility route of goods and people through the district. East London/Mthatha-Kokstad N2,
Railway Corridor are the primary corridors identified in the District.

Mobility routes (MB): these routes carry passing traffic and provide access between local
areas in the district and centers further afield. N2, R61, Ugie-Langeni Road, R394 and
proposed N2 Toll Road are the mobility routes within the district.

Special Routes-Tourism Focus (SP-TF): these relate to tourism destinations and links
between tourism nodes and main mobility routes. Wild Coast Meander, Thunga Thunga
Route, Mandela Route, R394- Mthatha via Mqanduli towards the coast fall under this
category.
Page 14
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 OR Tambo 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 tabled in Table 4.1: Stats SA Census 2011 Water Supply
Levels as shown below.
Table 4.1: Stats SA Census 2011 Water Supply Levels
Water Supply Service Level
Description
Number of
Households
House Connection
26 376
Yard Connection
30 599
Communal Standpipe within 200m
53 704
Communal Standpipe within 200m 500m
21 019
Communal Standpipe within 500m 100m
8 726
Communal Standpipe within > 1 000m
5 817
% of Total
Per LM
Above RDP Standards
At RDP Standards
Below RDP Standard but with
Infrastructure
No Services
No Services
12%
151 784
Sub-Total for OR Tambo
37%
51%
298 025
House Connection
2 057
Yard Connection
2 643
Communal Standpipe within 200m
6 686
Communal Standpipe within 200m 500m
3 351
Communal Standpipe within 500m 100m
1 429
Communal Standpipe within > 1 000m
1 140
Above RDP Standards
At RDP Standards
Below RDP Standard but with
Infrastructure
No Services
No Services
Above RDP Standards
11%
38 873
Sub-Total for Ngquza Hill
20%
69%
56 179
848
House Connection
1 515
Yard Connection
Page 15
24%
Water Supply Service Level
At RDP Standards
Below RDP Standard but with
Infrastructure
No Services
Description
Number of
Households
Communal Standpipe within 200m
5254
Communal Standpipe within 200m 500m
1591
Communal Standpipe within 500m 100m
856
Communal Standpipe within > 1 000m
925
No Services
11%
20 705
Sub-Total for Port St Johns
% of Total
Per LM
65%
31 694
House Connection
1 681
Yard Connection
2 255
Above RDP Standards
At RDP Standards
Below RDP Standard but with
Infrastructure
No Services
Communal Standpipe within 200m
13 604
Communal Standpipe within 200m 500m
6 169
Communal Standpipe within 500m 100m
2 105
Communal Standpipe within > 1 000m
1 700
No Services
16%
34 080
Sub-Total for Nyandeni
28%
55%
61 594
House Connection
1 742
Yard Connection
3 962
Above RDP Standards
At RDP Standards
Below RDP Standard but with
Infrastructure
Communal Standpipe within 200m
No Services
13 961
Communal Standpipe within 200m 500m
4 605
Communal Standpipe within 500m 100m
1 712
Communal Standpipe within > 1 000m
No Services
16%
690
16 711
Sub-Total for Mhlontlo
45%
39%
43 383
House Connection
20 048
Yard Connection
20 224
Communal Standpipe within 200m
14 199
Above RDP Standards
At RDP Standards
Below RDP Standard but with
Infrastructure
No Services
Communal Standpipe within 200m 500m
5 303
Communal Standpipe within 500m 100m
2 624
Communal Standpipe within > 1 000m
1 362
No Services
9%
41 415
Sub-Total for King Sabata Dalindyebo
52%
39%
105 175
The majority of the backlogs reside within Port St Johns (65%) and Ngquza Hill (69%) respectively.
Page 16
4.2
WATER LOSSES AND DEMAND MANAGEMENT
Water losses and unaccounted for water is a major concern in the DM. The 2015/16 WSDP for the
ORTDM reports that the status of non-revenue water within the WSA is 23%. The DM currently does
not have a WC&DM strategy and a potential project has been identified to address this shortcoming.
4.3
WATER DEMAND 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 PSP’s 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 – ORTDM – 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 4.2: 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 4.2: Settlement or Town Categories and Water Use
Category
Household Income Per
Annum
Description
>R1 228 000
Consumption
(ℓ/c/d)
1
Very High Income; villas, large detached house, large
luxury flats
2
Upper middle income: detached houses, large flats
3
Average Middle Income: 2 - 3 bedroom houses or flats
with 1 or 2 WC, kitchen, and one bathroom, shower
4
Low middle Income: Small houses or flats with WC, one
kitchen, one bathroom
5
Low income: flatlets, bedsits with kitchen & bathroom,
informal household
6
No income & informal supplies with yard connections
7
Informal with no formal connection
70
8
Informal below 25 ℓ/c/d
12
R153 601 – R1 228 000
R38 401 – R153 600
R9 601– R38 400
R1 - R9 600
410
295
228
170
100
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.
Page 17
4.3.1
WATER DEMAND FOR OR TAMBO DISTRICT MUNICIPALITY
The water requirements (in million m³ per annum and Mℓ/d) for the ORTDM are presented per Local
Municipality within Table 4.3: Water Requirements (Million M³ per annum), Per Local Municipality
and Table 4.4: Water Requirements (Mℓ/d), 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
for the calculations to determine the theoretical water requirements and adjusted for water losses.
Table 4.3: Water Requirements (Million M³ per annum), Per Local Municipality
Local
Municipality
King Sabata
Dalindyebo
Households
(2011)
HH Below
RDP (2011)
Water Requirements (Million m³ per annum)
2015
2020
2025
2030
2035
104 900
50 704
24,136
28,656
33,343
35,606
37,856
Mhlontlo
43 172
23 718
6,073
7,247
8,464
8,594
8,658
Ngquza Hill
55 930
44 793
7,220
10,729
14,375
15,745
17,087
Nyandeni
61 421
44 054
7,950
11,027
14,211
15,316
16,351
Port St Johns
31 562
24 077
4,204
5,978
7,813
8,441
9,035
296 985
187 346
49,583
63,637
78,205
83,702
88,988
TOTAL
All of the LMs in the District, with the exception of King Sabata Dalindyebo Local Municipality
(KSDLM), are classified as Category B4-Municipalities, signifying a rural, mainly subsistence
economy. Settlements in these municipalities are generally small and the incomes of their
inhabitants low, which means very few opportunities for markets. SMME formation and LED
initiatives.
The KSDLM is classified as a Category B2-Municipality meaning it has a large core town (Mthatha)
with considerable market and business activities and opportunities, surrounded by a reasonably
productive agricultural area. Mthatha is a major transport and regional service centre, dissected by
the N2 running southwest to northeast through the town. As a gateway to a wide range of tourism
offerings, Mthatha is a popular stop-over point on the way to tourist attractions like Coffee Bay and
Hole-in-the-Wall in the KSDLM and Port St Johns and Mbotyi in neighbouring LMs. Linked to East
London by the Kei Rail, the municipality is also an economic home to two of the other economic
activities in the District, viz. Forestry and Agriculture.
The 2035 water requirements per LM are presented within Diagram 4.1: 2035 Demand Per LM – OR
Tambo District in in the form of a pie chart, illustrating that the King Sabata Dalindyebo LM will be
the largest water consumer in the ORTDM, requiring 42,5% of all water. Please note that the
demand model exceeded the boundaries of the OR Tambo District Municipality due to the proposed
Umzimvubu water resource development. The proposed Umzimvubu development’s footprint
includes consumers from the Joe Gqabi and Alfred Nzo District Municipality.
Page 18
Diagram 4.1: 2035 Demand Per LM – OR Tambo District
The OR Tambo water schemes also supply water across district municipality borders. The
breakdown of the supply per municipality including the municipalities under Alfred Nzo DM and Joe
Gqabi DM that are supplied from OR Tambo schemes is detailed in Table 4.4: Water Requirements
(Mℓ/d), Per Local Municipality.
Table 4.4: Water Requirements (Mℓ/d), Per Local Municipality
District
Municipality
Local
Municipality
King Sabata
Dalindyebo
Households
(2011)
Water Requirements (Mℓ/d)
HH
Below
RDP
(2011)
2015
2020
2025
2030
2035
104 900
50 704
66,126
78,510
91,351
97,552
103,715
Mhlontlo
43 172
23 718
16,638
19,856
23,188
23,545
23,721
Ngquza Hill
55 930
44 793
19,781
29,395
39,382
43,138
46,815
Nyandeni
61 421
44 054
21,781
30,210
38,933
41,961
44,798
Port St Johns
31 562
24 077
11,517
16,378
21,406
23,126
24,755
296 985
187 346
135,844
174,349
214,260
229,321
243,804
Matatiele
0,034
0,058
0,082
0,087
0,092
Umzimvubu
2,545
3,418
4,317
4,448
4,540
Ntabankulu
0,081
0,085
0,090
0,092
0,093
Sub-Total for Alfred Nzo DM
2.660
3,561
4,488
4,627
4,725
Joe Gqabi DM
5,893
7,832
9,837
10,322
10,740
OR Tambo DM
Sub-Total for OR Tambo DM
Alfred Nzo DM
Elundini
Page 19
District
Municipality
Local
Municipality
Households
(2011)
Water Requirements (Mℓ/d)
HH
Below
RDP
(2011)
2015
Sub-Total for Joe Gqabi DM
TOTAL
2020
2025
2030
2035
5,893
7,832
9,837
10,322
10,740
144,397
185,741
228,585
244,271
259,268
The 2035 water requirements per LM are presented in Diagram 4.2: 2035 Water Demand per LM in
the form of a pie chart, illustrating that the King Sabata Dalindyebo LM will be the largest water
consumer in requiring 40%% of the total demand. A total of 5,76% of the 2035 demand will be
supplied to Matatiele, Umzimvubu, Ntabankulu and Elundini Municipalities that fall outside the
OR Tambo DM boundary.
Diagram 4.2: 2035 Water Demand per LM
4.3.2
DEMAND PER REGIONAL WATER SCHEME
The water schemes in OR Tambo have been planned such that they supply water across the district
municipality boundaries. The schemes that supply across the ORTDM boundaries are summarized
within Table 4.5: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA
below.
Table 4.5: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA
Water
Scheme
Name
Umzimvubu
RWSS
Water Requirements (Million m³ per annum)
District
Municipality
Local
Municipality
Alfred Nzo
DM
Matatiele
0,012
0,021
0,030
0,032
0,034
Umzimvubu
0,929
1,247
1,576
1,624
1,657
Ntabankulu
0,030
0,031
0,033
0,034
0,034
2015
2020
Page 20
2025
2030
2035
Water
Scheme
Name
Umzimvubu
RWSS
Water Requirements (Million m³ per annum)
District
Municipality
Local
Municipality
Joe Gqabi
DM
Elundini
TOTAL
2015
2020
2025
2030
2035
2,151
2,859
3,590
3.768
3.920
3.122
4.158
5,229
5,457
5,645
The water requirements for ORTDM are presented in this section, per existing Water Supply
Scheme (WSS) area and potential future Water Supply Intervention Area (WSIA) area 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 represent the water requirements in million m³ per
annum and Mℓ/d respectively.
Table 4.6: Water Requirements (million m³ per annum), Per Existing WSS and Potential WSIA
Water Requirements (Million m³ per annum)
WSIA No
WSIA Name
Households
(2015)
Population
(2015)
2015
2020
2025
2030
2035
NYA004
CibeniNtlambeni
RWSS
19 191
93 041
1,86
3,04
4,26
4,64
4,98
KSD005
Coffee Bay
RWSS
6 662
37 487
0,88
1,33
1,79
1,96
2,12
KSD004
Lukwethu
Water supply
19 560
94 725
2,20
3,32
4,48
4,90
5,31
KSD003
Mquandulu
Corridor
Development
15 291
74 888
1,65
2,63
3,65
3,99
4,33
NQH002
Msikaba
BRWSS
12 236
59 635
1,33
2,07
2,84
3,12
3,40
KSD002
Mthatha
Regional
Borehole
Development
1 680
8 221
0,16
0,27
0,38
0,42
0,45
KSD001
Mthatha
RWSS
98 916
399 625
24,18
27,23
30,39
32,17
33,94
NYA003
Ngqeleni
RWSS
12 035
57 928
1,29
2,00
2,73
2,95
3,16
NQH001
Ngquza Hill
RBWSS
57 190
291 073
7,34
10,84
14,47
15,80
17,10
Page 21
Water Requirements (Million m³ per annum)
WSIA No
WSIA Name
Households
(2015)
Population
(2015)
2015
2020
2025
2030
2035
PSJ001
Port St Johns
RWSS
4 394
22 929
0,45
0,75
1,06
1,15
1.24
PSJ002
Port St Johns
Town Supply
2 353
6 597
0,50
0,55
0,59
0,62
0.64
NYA001
Second Falls
RWSS
11 024
56 450
1,37
1,98
2,61
2,82
3,01
NYA002
Tombo RWSS
6 475
26 434
0,96
1,14
1,32
1,42
1,51
MHLO001
Umzimvubu
RWSS
68 453
276 218
8,52
10,65
12,86
13,20
13,45
335 460
1 505 251
52.71
67,80
83,43
89,16
94,63
Total
The demand per water supply scheme provided in Mℓ/day is detailed within Table 4.7: Water
Requirements (Mℓ/d), Per Existing WSS and Potential WSIAs below.
Table 4.7: Water Requirements (Mℓ/d), Per Existing WSS and Potential WSIAs
Water Requirements (Mℓ/d)
WSIA No
WSIA Name
Households
(2015)
Population
(2015)
2015
KSD001
Mthatha RWSS
KSD002
Mthatha Regional
Borehole Development
KSD003
2020
2025
2030
2035
98 916
399 625
66,25
74,61
83,26
88,14
92,99
1 680
8 221
0,43
0,73
1,04
1,14
1,24
Mqanduli Corridor
Development
15 291
74 888
4,52
7,21
9,99
10,94
11,85
KSD004
Lukwethu Water supply
19 560
94 725
6,04
9,1
12,27
13,43
14,55
KSD005
Coffee Bay RWSS
6 662
37 487
2,41
3,63
4,91
5,36
5,8
MHLO001
Umzimvubu RWSS
68 453
276 218
23,35
29,19
35,23
36,17
36,84
NQH001
Ngqushwa Hill RBWSS
57 190
291 073
20,11
29,69
39,63
43,28
46,84
NQH002
Msikaba BRWSS
12 236
59 635
3,64
5,67
7,78
8,55
9,31
Page 22
Water Requirements (Mℓ/d)
WSIA No
WSIA Name
Households
(2015)
Population
(2015)
2015
NYA001
Second Falls RWSS
NYA002
Tombo RWSS
NYA003
2020
2025
2030
2035
11 024
56 450
3,76
5,43
7,16
7,72
8,25
6 475
26 434
2,64
3,13
3,63
3,9
4,15
Ngqeleni RWSS
12 035
57 928
3,54
5,48
7,48
8,09
8,65
NYA004
Cibeni-Ntlambeni RWSS
19 191
93 041
5,1
8,33
11,68
12,7
13,66
PSJ001
Port St Johns RWSS
4 394
22 929
1,23
2,05
2,9
3,15
3,39
PSJ002
Port ST Johns Town
Supply
2 353
6 597
1,38
1,5
1,63
1,69
1,75
335 460
1 505 251
144.4
185,75
228,59
244,26
259,27
Grand Total
The Mthatha RWSS supplying water only to the Local Municipalities within the OR Tambo DM has
the highest current and projected 2035 demand. The projected 2035 demand amounts to 35,9% of
the total demand from all the water schemes.
Page 23
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
ORTDM. 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 ORTDM. Only settlements or areas currently served by an existing scheme are
reported on in this section.
5.1
WATER RESOURCE AVAILABILITY
The Mzimvubu to Keiskamma WMA is one of the few remaining water management areas with a
positive water balance and huge water surplus. The water availability and potential water resource
development of the Mzimvubu River was investigated in numerous studies, indicating the potential
for further development and possible transfer of water across the basin boundaries, albeit at very
high cost due to the deeply incised river valleys, necessitating very high pumping heads to reach
water users.
Recent groundwater studies indicate a significant potential for further groundwater development
across the municipal area.
There is currently only one major dam, the Mthatha Dam, and few small dams for domestic use
within the OR Tambo DM area of jurisdiction. Most of the water supply for the towns and rural areas
comes from stand-alone schemes using streams, springs and boreholes.
A list of the relevant dams with information about yield and allocation is given in Table 5.1: Major
dams for domestic supply in OR Tambo DM area (from Mzimvubu to Keiskamma (ISP; DWA, 2004)
below.
Table 5.1: Major dams for domestic supply in OR Tambo DM area (from Mzimvubu to Keiskamma (ISP;
DWA, 2004)
Capacity
Dam Name
Yield (million m³/a)
(million m³)
Domestic
Irrigation
Other / Surplus
Mthatha
228,0
19,0
0,0
0
Corana
0,71
0,34
0,0
0
Mabeleni
2,0
1,73
0,0
0
Mhlanga
1,53
0,78
0,0
0
2,6
N/av,
0,0
0
234,84
21,85
Magwa
Total
The existing water supply infrastructure is further discussed under this section per local municipality.
Page 24
5.2
5.2.1
KING SABATA DALINDYEBO LOCAL MUNICIPALITY
MTHATHA TOWN WATER SUPPLY SCHEME
The Mthatha Town Water Supply Scheme that supplies the town of Mthatha and the surrounding
peri-urban villages with water, receives its raw water from the Mthatha Dam. The Mthatha Dam is
located about 6km north-west of the town centre and also has a pump station and balancing pond.
3
3
The dam has a 1 in 50 year yield of 145,5 million m per annum of which 21,9 million m per annum
(60Mℓ/d) is allocated to Mthatha Town Water Supply for domestic and industrial usage. The rest is
allocated to Eskom for hydropower generation. The hydropower stations are located at First and
Second Falls of the Mthatha River.
The water gravitates through two raw water pipelines (600mm dia and 800mm dia) from Mthatha
Dam to the Thornhill Water Treatment Plant at a combined flow rate of 700 ℓ/s. When the level of the
dam drops below a predetermined level the system is changed so that the 600mm line is used as
the suction manifold to the pump station and the 800mm line is used as the delivery line that
maintains the required flow to the Plant. The balancing pond is used as a backup in times of
maintenance and repair to the pump station.
Clear water is pumped through three pumping mains (2 x 600mm diameter to Fort Gale and 1 x
450mm diameter to Ncambedlana Low Level). Two booster pumps at Fort Gale pump water
(through 450mm and 350mm dia) to the two reservoirs at Signal Hill. The 350mm diameter line acts
as pumping and gravity line i.e. when not pumping; the line is used as a gravity line feeding the Fort
Gale reservoirs. The Signal Hill reservoirs feed the peri-urban villages as well as the surrounding
residential areas. Fort Gale reservoirs supply the CBD and the surrounding residential areas. Other
residential areas like Northcrest and Norwood are supplied from the Ncambedlana High Level
reservoir. Ncambedlana reservoir feeds Maydene Farm and the surrounding peri-urban villages
(Lower Corana).
The scheme has the following infrastructure:

Thornhill Water Treatment Plant (60Mℓ/day) currently being upgraded in stages to an ultimate
150Mℓ/day;

Pumpstations;

Three clear water pumping mains (2 x 600mm diameter and 1 x 450mm diameter);

Storage reservoirs (combined total capacity of 79,1Mℓ);

Booster pump and gravity mains; and

Reticulation network.
The scheme also supplies the following rural or peri-urban schemes:

Mpeko Water Supply Schemes at Mpeko from Signal Hill Reservoirs;

Lower Corana Water Supply Scheme from Maydene Farm Reservoir; and

Zimbane Water Supply Scheme from Zamukulungisa Reservoir.
During the development of the Mthatha Water Master plan development a decision was taken to use
the Mthatha River as a natural division for the supply zones for the two main Water Treatment Plant,
Page 25
Thornhill and Rosedale. Rosedale WTP would supply the areas north of Mthatha River and the
Thornhill WTP would supply all the areas south of the Mthatha River.
ROSEDALE WATER SUPPLY SCHEME
5.2.2
The scheme has a package Water Treatment Plant and sources water from the Mthatha Dam and
can be summarized as follows:

Raw water submersible pump station 2 x 44,2 ℓ/s @ 75 kW;

2 No. 200 KVA transformers;

0,4km long 300mm diameter MPVC rising main;

150kℓ/h (3,0Mℓ/d) water purification package plant;

Pump station (2 x 36,8ℓ/s @ 55kW) from waterworks to 3Mℓ reservoir;

2,1km long 250mm diameter mPVC rising main to 3Mℓ;

160mm diameter mPVC gravity main from reservoir to Ntilini;

3Mℓ reinforced concrete reservoir;

Gravity mains from reservoir to villages (160mm, 110mm, 90mm diameter);

Village reticulation of approximate total length of 25,31km with varying diameters of 90mm to
50mm; and

90 metered standpipes.
The scheme supplies the villages of Rosedale, Highbury, Ncambele, Ntilini and Qelene.
5.2.3
MTHATHA PERI-URBAN WATER SUPPLY SCHEME
The Mthatha Peri-Urban water supply scheme consists of various independent water supply
schemes. These schemes are located within a 30km radius from Mthatha. There are three different
water sources used for these schemes, namely the Mabeleni, Mthatha and Corana Dams,
Mhlahlane (Upper and Lower) and Upper Corana Water Supply Scheme.
5.2.3.1
Upper and Lower Mhlahlane Waterworks:
The scheme receives its water from a dam on the Mhlahlane River some 25km north east of
Mthatha. Raw water gravitates from the dam to the Mhlahlane weir from where it is conveyed
through a 1,35km gravity line to the Mhlahlane Water Treatment Plant. A 350mm diameter FC main
conveys water (by means of gravity) from the treatment Plant to the villages and the Mthatha airport.
The estimated capacity of the Water Treatment Plant, based on the size of the sedimentation tank
3
2
2
(56m² at a surface loading of 1,1 m /m /hr) and pressure sand filters (4,8m at a surface loading of
3
2
12,5m /m /hr) is approximately 1,5Mℓ/d. The existing Plant is however operating for periods at a
time at close to 3Mℓ/d.
5.2.3.2
Rosedale Package Plant:
This 3Mℓ/d plant draws from Mthatha Dam and supplies a limited rural area to the immediate north of
Mthatha. This will become redundant once the proposed Rosedale Water Treatment Plant is
commissioned.
5.2.3.3
Mpheko Scheme:
The scheme is fed from the Thornhill WTP and serves about 25 769 people within 16 villages.
Page 26
5.2.3.4
Mqanduli RWSS
This scheme supplies water to the town of Mqanduli from a small weir on the Manqondo River. Raw
water is pumped from the weir to a Water Treatment Plant situated in the town using a single
3
submersible pump and 160mm uPVC rising main with a capacity of 6ℓ/s (0,189 million m per
annum). After treatment, the clear water is pumped to the clear water storage reservoirs situated on
the edge of Mqanduli via a single pump and 75mm diameter rising main capable of supplying 4 ℓ/s
3
3
(0,126 million m per annum). The reservoirs have a combined capacity of 1,22Mℓ (1 220m ). Clear
water gravitates to the town from the reservoirs.
5.2.3.5
Qunu Bulk Water Supply Scheme (Ngaphezulu WSS)
The Qunu Water Supply Scheme (WSS) consists of five independent water supply schemes that
supply five villages with potable water. The scheme was designed for RDP standards (25 ℓ/c/d), and
3
has a total storage capacity of 1,7Mℓ (1 700m ). The five Qunu schemes were named according to
the villages they serve and are as follows:

Kotishini WSS (Kusigiba WSS): This scheme receives its water from a borehole equipped with
a three-phase submersible electric pump. Water is pumped through a 75mm diameter uPVC
3
pipe to a 382kℓ (382m ) reservoir. Reticulation is by means of gravity uPVC and HDPE pipes
ranging in size from 32 to 160mm in diameter and 11 standpipes.

Lwalweni WSS: The scheme receives its water from a borehole equipped with two three
phase submersible electrical pumps. Water is pumped through a 75mm diameter uPVC pipe
3
to a 483kℓ (483m ) reservoir. Reticulation is by means of gravity uPVC and HDPE pipes
ranging in size from 32 to 75mm in diameter to 28 standpipes.

Nkalane/Magubu WSS (Ngweni WSS): This scheme also receives its water from a borehole
equipped with a three-phase submersible electrical pump that pumps water through a 110mm
3
diameter uPVC pipe to a 292kℓ (292m ) reservoir. There is also a three-phase multistage
vertical pump that is used as a booster pump. It pumps water through a 75mm diameter uPVC
3
3
pipe to a 173kℓ (173m ) elevated steel tank. Another 10kℓ (10m ) tank is connected to this
pumping main as an emergency back-up supply to Matyeni village. Reticulation is by means
of gravity uPVC and HDPE pipes that range in size from 25 to 75mm in diameter. ThirtySeven (37) standpipes distribute water to consumers.

Mandlaneni WSS: Mandlaneni WSS receives its water from an electrical borehole pump
(three-phase submersible that pumps water through a 75mm diameter uPVC pipe to a 332kℓ
3
(322m ) steel reservoir. Water is then reticulated to 34 standpipes through a network of uPVC
and HDPE pipelines ranging in size from 32 to 110mm in diameter.

Kwadlomo/Mmangweni WSS: The scheme receives its water from a three-phase submersible
electrical borehole pump. Water is pumped through a 75mm diameter uPVC rising main to a
3
3
55kℓ (55m ) elevated steel reservoir. There is also 50mm HDPE gravity main to a 15kℓ (15m )
elevated steel tank. Reticulation is by means of uPVC and HDPE gravity lines ranging in size
from 32 to 50mm in diameter to 15 standpipes.
Page 27
5.2.3.6
Xhugxwala Eyethu Water Scheme:
The Xhugxwala Water Project supplies an area situated approximately 25km south of Mthatha on
the west side of the N2 near Viedgesville. The scheme is divided into two sections as follows:

3
North: A new borehole is equipped with an electrical pump that supplies a new 90kℓ (90m )
reservoir. Water is distributed to seven standpipes.

South: A new borehole is equipped with an electrical pump that supplies an existing 40kℓ
3
(40m ) reservoir. Reticulation supplies seven standpipes.
5.2.3.7
Emtebe village Water Supply Scheme:
The Emtebe Village Water Supply Scheme is situated approximately 15km south of Mthatha. The
scheme consists of a borehole supply and spring supply. An existing borehole and windmill have
been refurbished, as have the reservoir and reticulation. A perennial spring has been protected and
3
clear water pumped to a 40kℓ (40m ) reservoir.
5.2.3.8
Coffee Bay RWSS
The Coffee Bay RWSS comprises of the following infrastructure:

A raw water intake works and rising pipeline from the Mthatha River;

A Water Treatment Plant;

A clear water pump station and rising main to Xonyeni Command Reservoir;

Bulk gravity mains, village reservoirs and reticulation to six villages with a population of 4 394
in the southern part of Coffee Bay Administrative Area and part of Ngqeleni Administrative
area;

Booster Pump station;

1 x Command Reservoir (1Mℓ);

12 x Village Reservoirs;

Break Pressure Tank;

Rising Main;

Bulk Gravity Mains; and

Village Reticulation.
5.3
NYANDENI MUNICIPALITY
5.3.1
LIBODE TOWN WATER SUPPLY
The Libode Town scheme receives its water from three boreholes that are supplemented by an
additional 133kℓ/d from Mhlanga WSS. Both supplies feed into three reservoirs that are interlinked.
The scheme supplies the town’s residential and commercial areas with potable water. The estimated
population served by the scheme is 3 567. Water from the boreholes is chlorinated (by means of
tablets system) before storage. This water is then distributed via a recently upgraded pipe network.
The borehole scheme has the following infrastructure:

3 boreholes (equipped with electrical pumps – 580kℓ/d);

75mm diameter pumping mains (2 No.);
Page 28

Chemical dosing room;

3 Reservoirs; and

Reticulation mains.
5.3.2
CORANA REGIONAL WATER SUPPLY
The Corana Regional Water Supply Scheme (RWSS) receives its water from Corana Dam that is
situated about 27km north of Mthatha town. It forms part of the Mthatha Peri-Urban WSS that is
described in 5.1.1. This scheme was originally commissioned in 1979 and has recently been
upgraded to try and meet the current demand. The scheme supplies 18 villages (population of
39 400) with potable water at RDP standards. The scheme has the following infrastructure:
3

Water Treatment Plant (950m /day);

Booster pump station (100m /day);

Bulk rising and gravity mains (47km), Reticulation mains (102km); and

21 Reservoirs and 500 standpipes.
3
3
The assured yield of the Corana Dam is 0,336 million m per annum (1:50 year). Raw water
2
gravitates from the dam to the treatment Plant. Clarification is undertaken using two 36m up-flow
clarifiers and filtration is achieved using pressure filters. The conveyance of the clear water is
divided into an upper high-level zone (Upper Corana) supplying the northern villages using a
pumped supply; and a low level zone (Lower Corana) supplying the southern villages under gravity.
Villages supplied have service reservoirs supplied from branches off the main line.
5.4
5.4.1
MHLONTLO LOCAL MUNICIPALITY
QUMBU TOWN WATER SUPPLY
Qumbu Town receives its water from the Cengcane River about 20km away. Submersible pumps lift
the raw water to a 100kℓ buffer reservoir, located approximately 200m uphill from the Water
Treatment Plant. From the buffer reservoir, water gravitates into the various units of the Water
Treatment Plant. There are two pump sets: one that pumps water to a 200kℓ reservoir and supplies
the surrounding rural areas and another that pumps water to a 400kℓ reservoir for Qumbu Town.
5.4.2
TSOLO TOWN WATER SUPPLY SCHEME
Tsolo Town has a population of approximately 11 000 people. Tsolo has been experiencing water
shortages in the past few years, however the system has recently been upgraded. Fixing the weir
and upgrading the Water Treatment Plant have significantly addressed the water conservation and
demand management measures.
There are a number of rural water supply schemes in Mhlontlo Municipality. Most notably are the
several schemes that were constructed under the DWAF BoTT programme including:

Gqukunga Water Supply Scheme;

Caba Water Supply Scheme; and

Qanda Water Supply Scheme.
Page 29
5.4.3
MJIKA WATER SUPPLY SCHEME
The Mjika Water Supply Scheme is divided into a number of sub-schemes according to water
sources and the villages served. The scheme consists of four independent water supply schemes
that supply an estimated projected population of 10 923 people (from nine villages) with potable
water. These schemes were named according to the villages they serve and/or their water sources,
namely Gungululu, Mahlubini, Qolombane and Upper Mjika.
5.5
5.5.1
NGQUZA HILL LOCAL MUNICIPALITY
LUSIKISIKI REGIONAL WATER SUPPLY SCHEME
The raw water is presently abstracted at a weir on the Xura River, located under the bridge on the
main road between Lusikisiki and Flagstaff, some 7km northwest of Lusikisiki. All components of the
3
bulk supply infrastructure have design capacities of 2 760m /day (32ℓ/s gross). The water is pumped
from the weir to the Water Treatment Plant through a raw water pump station located near the weir,
through 650m long (ND 200mm) raw water pumping main. The pump station is equipped with two
duty and one stand-by centrifugal pumps (combined capacity of 32ℓ/s and design head of 60m).
The Water Treatment Plant is situated just off the main road (R61) to Flagstaff. The treatment
process comprises chemical dosing, flocculation, sedimentation, slow sand filtration and
chlorination. The slow sand filtration system consists of three duty and one standby filter bays
designed for a maximum head loss of 1,5m and a total duty capacity of 32ℓ/s.
The clear water pump station located within the Water Treatment Plant consists of two duty and one
standby pumps, with a total design duty capacity of 32ℓ/s and pumping head of 80m. The clear water
is conveyed by a 2 200m long, 200mm diameter AC rising main to the bulk storage reservoir
3
(Reservoir A, 1 400m ). This reservoir then gravity feeds a further bulk reservoir (Reservoir B,
3
3
1 000m ) and 24 service reservoirs, varying in size between 20 and 90m , supplying the rural
villages.
A number of bulk users, including the town, draw water directly from the bulk main between
reservoirs A and B, even though this pipeline has a limited conveyance capacity.
5.5.2
FLAGSTAFF REGIONAL WATER SUPPLY SCHEME
The scheme currently supplies the domestic and industrial requirements for the town of Flagstaff
(300 houses) and the surrounding peri-urban areas.
3
The scheme obtains raw water from four boreholes (total yield of 0,1 x Mm per annum) and a
3
diversion weir (1:50 assured yield of 0,11 x Mm per annum) with a total available yield of about 0,21
3
x 106m /a. The raw water from the weir is pumped to the Water Treatment Plant consisting of a
3
settling tank and a pressure filter, with a capacity of 0,22 x 106m per annum. The clear surface
water and the borehole water are mixed into two bulk reservoirs located at command position. The
water is then distributed to the consumers by gravity.
5.5.3
MKAMBATI WEIR SCHEME
The scheme supplies an existing clinic and staff (200 people) and the Main Camp at the nature
reserve (44 beds). The Point cottages are situated near the coast and obtain water from a tank that
is replenished using a mobile water cart filled up at the Main Camp.
Page 30
The scheme is approximately 50 years old. The concrete weir is located on the Mkambati River and
is approximately 10m long. The water is pumped at a rate of approximately 8ℓ/s from the weir to two
3
concrete reservoirs with a total capacity of 450m . One duty and one standby pump hosted in a
masonry pump house are powered by Lister diesel engines. The water is distributed by gravity from
the reservoirs to the consumer nodes.
A separate small weir scheme, located about 7km north-east from the main camp supplies about 50
consumers in Gwe Gwe resort with water.
5.5.4
HOLY CROSS HOSPITAL SCHEME (TAWENI VILLAGE SCHEME)
The Holy Cross Hospital is presently supplied from two small dams - Mcwesane Dam (storage
3
3
3
11 000m , yield 40 000m per annum) and Mketengeni Dam (storage 30 000m , yield
3
3
141 000 m per annum). The estimated capacity of the scheme is 0,18 x Mm per annum, supplying
a total number of 1 500 people including patients and staff.
The raw water is being pumped from both water sources into the Water Treatment Plant. The Plant
3
consist of sedimentation tank and slow sand filters with a capacity of 396m /d. A total bulk storage
3
capacity of 760m is available to the scheme.
5.5.5
MAGWA TEA ESTATE WATER SCHEME
This scheme is supported by a Dam on the Mkozi River and a Water Treatment Plant which
provides the domestic and industrial water requirements for the Magwa Tea Estate. Approximately
5 000 people are serviced by this scheme.
5.6
5.6.1
NYANDENI LOCAL MUNICIPALITY
NGQELENI TOWN WATER SUPPLY
Ngqeleni Town is situated about 27km southeast of Mthatha and the Ngqeleni Water Supply dates
back to as early as 1930 when the weir on the Ngqeleni stream was first constructed to supply the
town with water. The scheme receives its water from three different sources (combined capacity of
449kℓ/day), an earth dam on Ngqeleni stream, a weir on Ngqeleni stream and two boreholes
equipped with electrical pumps. Raw water gravitates from the storage dam to a Water Treatment
Plant. Water from the weir and boreholes is pumped to the treatment Plant. The scheme provides
approximately 6 179 people living in Ngqeleni Town with potable water.
The scheme has the following infrastructure:

Raw water storage dam;

Weir and boreholes (2 No.);

Raw water gravity line from the dam to waterworks (3,5 m, 90mm uPVC);

Raw water pumping main from boreholes to waterworks (1,9km, 63mm steel and 1,6km,
63mm uPVC);

Water Treatment Plant;

Clear water reservoirs (300kℓ); and

Distribution network.
Page 31
The current capacity of the scheme is inadequate to cater for the current demand.
5.6.2
MHLANGA RURAL WATER SUPPLY SCHEME
The Mhlanga Water Supply Scheme can be accessed either off the N2 road between Mthatha and
Qumbu or off the R61 road between Mthatha and Port St Johns. The scheme provides 63 843
people of Mhlanga community (from 66 villages) and Libode Town with potable water and has the
following infrastructure:

Raw water dam;

Raw water storage reservoir;

Raw water pumpstation (3,5Mℓ /day);

Raw water rising main (250mm diameter, 2,8km long);

Water Treatment Plant (2,3Mℓ /day);

Service reservoirs;

Gravity bulk and reticulation mains; and

Standpipes.
Raw water is supplied via a gravity pipeline from Mhlanga Dam (with a dam capacity at full supply of
3
1,6 x Mm ) to the Mhlanga Pump Station. From the Mhlanga Pump Station, raw water is pumped
3
through a rising main into a 750m concrete raw water reservoir situated at the Mhlanga Water
Treatment Plant. From the raw water reservoir, raw water gravitates to the 2,3Mℓ /day WTP. A
flocculating agent (polyelectrolyte) is mixed into the raw water before it passes into two rapid gravity
3
sand filters. From the filters, clear water is gas chlorinated before entering the 750m clear water
concrete reservoir. The treated bulk water gravity system consists of approximately 172km of
pipeline, 68 reservoirs and 12 break pressure tanks. The sludge from the desludging sedimentation
tanks and the backwashing filters is collected in a sludge lagoon and the settled water from the
sludge lagoons is returned to the head of the Plant by a rising main.
The Mhlanga Water Supply Scheme was originally commissioned in the nineties to supply the
surrounding villages with potable water. This supply was based on 25ℓ/capita/day. The scheme has
over the years been extended to include supply to the Peri-urban areas of Mthatha. This increased
demand prompted the ORTDM to commission an upgrade of the Mhlahlane Water Treatment Plant
(MWTP) in 1999. This upgrade met the demands at the time.
More villages have since been added to the scheme yet some of the villages around Mhlahlane area
are still without potable water. The inclusion of these villages in the scheme has been proposed.
This however required a careful consideration of the water source and the capacity of the Mhlahlane
WTP. An investigation carried out by GIBB in 2011 revealed that the Mhlahlane WTP is overloaded
and struggling to meet the demands. This increase in water demand can be attributed to an increase
in a number of informal settlements in the Peri-urban areas. To relieve Mhlahlane WTP from the
increasing water demands it will be connected to supply from Thornhill Water Treatment Plant:
5.7
5.7.1
PORT ST JOHNS LOCAL MUNICIPALITY
PORT ST JOHNS SPATIAL DEVELOPMENT INITIATIVE (SDI) WATER SUPPLY SCHEME
The area served by this scheme is located to the west of the Umzimvubu River, to the south of the
Mthatha - to Port St Johns Road (R61) and to the east of the watershed between the Mngazi and
Page 32
Mngazanana rivers. The scheme receives raw water from the two Bulolo Dams and a weir, which
2
are situated on the Bulolo River. The second dam commands a catchment area of 3,2km and an
2
estimated capacity of 3000m³. The main Bulolo Dam has a catchment area of 6,8km and a capacity
2
of 255 000m³ and Bulolo Weir with a catchment area of 10,2km and capacity of 3 000m³. The yield,
based on 1:50 year return period, of all existing dams in the system amounts to an estimated
0,36Mm³ per annum, or a fraction under 1 000m³/day made up of approximately 960m³/day from
dams and 40m³/day from the weir.
The bulk supply infrastructure is generally new and has a remaining life of 10 to 20 years, except for
the older portions of the scheme, which have a remaining life of approximately 5 to 10 years. The
bulk main into town leaks and requires remedial works, whilst the Bulolo Dams require riprap and
other minor remedial works. The reticulation in the rural villages is new, whilst that in the town is in a
good condition. Telemetry is required in order to improve the scheme’s operations and supply
efficiency. The scheme was implemented in a number of phases and it consists of the following:

River abstraction and two storage dams. To supplement the dam storage, off-channel from
Mngazi River will be utilised in future;

250mm diameter raw water pumping main and Water Treatment Plant of 4Mℓ/day capacity;

Clear water pumping main to a main reservoir, which services six villages via 32km of internal
reticulation and 107 communal standpipes;

A gravity main supplies the town of Port St Johns with about 50km of reticulation network; and
the Silaka Nature Reserve via the old Water Treatment Plant converted to storage facilities;
and

5.7.2
The total length of bulk mains is about 48km.
UMZIMVUBU 18 VILLAGES WSS
The Umzimvubu 18 Villages Water Supply Scheme is situated about 5km upstream of Port St Johns
SDI Water Supply Scheme. The scheme is based on surface water abstraction from run-of-river flow
in the Mngazi River. The scheme serves 18 villages under the administration areas of Tombo,
Gomolo, Mawosheni and Swazini. The scheme was commissioned in 2000 and consists of the
following:

River abstraction from Mngazi River and raw water pumping main;

Water Treatment Plant with a capacity of 2Mℓ/day;

The two CURO model 65/80 LTF pumps powered by 65/75 kW 2 pole motors. This system
has a capacity of 20ℓ/s;

Clear water pumping main to a main reservoir of 340kℓ capacity. The rising main is 150mm
diameter steel and is protected by a Bermad surge anticipating valve installed in the pump
house;

Gravity bulk mains of a total length of about 54km supplying 23 reservoirs; and

About 55km of internal reticulation and 236 communal standpipes.
Page 33
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
1
2
3
connect or augment the water resource on a macro or sub regional scale (over vast distances ),
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 5Mℓ/day or more

Any waste Water Treatment Plant that discharges into a fresh water resource system

Any Water Treatment Plant that is designed for a maximum demand of more than 2Mℓ/day.
An Interim/Intermediate Water Supply Programme (IIWSP) was initiated in 2012 by the Minister of
Water Affairs as a 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 also 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.
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 must be done in the context to
improve access to basic services but at the same time support economic growth and development
and ensure sustainable services.
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 5km
Page 34
Table 6.1: Grant Funding Streams
Grant
Funding
Programme
No of
Projects
23DM/MWIG
35
R 423 631 797
R 124 303 000
R 85 675 000
R 155 337 000
R 365 315 000
MIG
34
R 8 358 042 724
R 532 295 000
R 554 186 000
R 587 000 000
R 1 673 481 000
RBIG
8
R 7 256 064 700
R 320 200 000
R 300 000 000
R 340 283 877
R 960 483 877
R 16 037 739 221
R 976 798 000
R 939 861 000
R 1 082 620 877
R 2 999 279 877
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
Total MTEF
The existing cost requirement for water services within ORTDM is R 16 billion rand and does not yet
represent a wall to wall coverage of the total need. However, substantial planning studies have been
conducted that were taken in consideration when the overall bulk supply intervention areas were
determined. The extent of the proposed planning studies was extended to ultimately result in a wall
to wall coverage. 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
LM
King
Sabata
Dalindyeb
o
Project
No
ECR012 //
E/ECDC15
/002/W
Project Name
Project
Description
Mthatha
Regional WSS Mthatha dam
source
Construction of
Rosedale Water
Treatment Plant,
abstraction works
and associated
infrastructure
OR Tambo:
Mthatha KSD
Bulk Water
Supply
KSD: Mthatha
KSD Water (30km
radius). Includes
Airport Corridor,
Mqanduli Corridor,
Mthatha Corridor,
Nqadu Corridor,
Libode Corridor,
Ngeleni Corridor &
Second Falls
Corridor.
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
R 475 000 000
R0
R0
R0
R 1 732 681 700
R 319 000 000
R 300 000 000
R 340 283 877
Mthatha
Regional WSS Borehole
development
Drilling of deep
well boreholes in
areas that cannot
be accessed by
the Mthatha Dam
water
R 994 383 000
R0
R0
R0
MIS
205342
Sidwadweni
Regional Water
Supply
Tsitsa River
Source
Development Construction of a
5Mℓ/day packaged
WTP
R 120 000 000
R0
R0
R0
Ngquza
Hill
ECR003 //
F/ECDC15
/003/W
Ingquza Hill
Regional Bulk
Water Supply
Scheme
Ingquza Hill
Regional Bulk
Water Supply
Scheme - phase 2
&3
R 850 000 000
R 1 200 000
R0
R0
Ngquza
N/DC15/0
Msikaba
Msikaba River
R 850 000 000
R0
R0
R0
King
Sabata
Dalindyeb
o
King
Sabata
Dalindyeb
o
Mhlontlo
ECR019
N/DC15/0
54/W
Page 35
Project
No
LM
Hill
55/W
Ngquza
Hill
N/DC15/0
56/W
N/DC15/0
10/W
Nyandeni
Project
Description
Project Name
Regional Bulk
Water Services
Supply
Total Cost
Requirement
FY 2015/16
FY 2016/17
Source. Phase 1 Feasibility Study &
Prelimanary
Design
Kwanyati
Regional Bulk
Water Supply
Scheme
Kwanyathi Village
and surrounding
areas (is a subproject of the
Ingquza Hill
Master Plan)
R 1 200 000 000
R0
R0
R0
Mdumbi
Regional Water
Supply
Development of a
Regional Scheme
downstream of
Second Falls to
supply water up to
Mdumbi & Coffee
Bay areas
R 1 034 000 000
R0
R0
R0
R 7 256 064 700
R 320 200 000
R 300 000 000
R 340 283 877
The total MTEF 2015/18 over the next three years shows a total allocation of approximately
R 960,5 million for regional bulk. However, the total bulk requirement is R 7,2 billion. This would
result in ORTDM taking at least 21 years to address their total bulk infrastructure needs. The details
of the projects are provided within the paragraphs hereafter.
6.1.1
ECR012 // E/ECDC15/002/W: MTHATHA REGIONAL WSS -MTHATHA DAM SOURCE
AND ECR019: OR TAMBO - MTHATHA KSD BULK WATER SUPPLY
This project is a result from the King Sabata Daliundyebo’s Presidential Intervention Project to
stimulate economic growth in and around Mthatha by improving the level of services provided. The
following elements would be included:

Upgrading the delivery of raw water from Mthatha Dam to Thornhill Water Treatment Plant;

Extending the capacity of the Thornhill Waterworks by 20Mℓ/d to 80Mℓ/d (current) and by a
further 40Mℓ/d in the short-to-medium term;

Upgrading the clear water pumping capacity to Mthatha town and Southern and Eastern
surrounds out of Thornhill Waterworks;

Constructing a new 25Mℓ/d waterworks (Rosedale), upgradable in 25Mℓ/d modules to
100Mℓ/d, to supply the areas to the North and West of Mthatha town; and

FY 2017/18
Constructing a new system of bulk supply rising and gravity mains and reservoirs to transfer
the clear water pumped out of the Thornhill and Rosedale Waterworks to the extended areas
of supply along five corridors that will ultimately cover the whole of the King Sabata
Dalindyebo Local Municipality:
o
Mqanduli Corridor (to the South)
o
Ngqeleni Corridor (to the SE)
o
Libode Corridor (to the East)
o
Nqadu Corridor (to the North)
o
Airport Corridor (to the West)
Page 36
Various phases of these two projects are currently in progress (construction).
6.1.2
N/DC15/054/W: MTHATHA REGIONAL WSS - BOREHOLE DEVELOPMENT
This project is not included within the current 3-year MTEF but has been included within the
Provincial Regional Bulk Master plan of March 2015. The project will investigate the groundwater
potential within five (5) wards to the west of King Sabata Dalindyebo, i.e. Wards 17,18,21, 22, and
27. This project is currently still in a planning phase.
6.1.3
MIS 205342
SIDWADWENI REGIONAL WATER SUPPLY
The Sidwadeni project would be designed to provide bulk water to the south western parts of the
Mhlontlo Local Municipality and will include the towns of Tsolo, Qumbu, and Mount Frere. Water will
be sourced from the Tsitsa river from where it will be treated, distributed and stored within various
reservoirs. However, this scheme has now been included within the Umzimvubu project that entails
the development of the Ntabelanga dam as well as the Lalini Dam Hydropower scheme. The Tsitsa
River system can be utilised for a multi-purpose use (i.e. the Ntabelanga Dam and the Lalini Dam)
due to the high water resources availability in the catchment. The consumptive uses could
sustainably include domestic water supply, irrigation and hydropower.
6.1.4
ECR003 // F/ECDC15/003/W: INGQUZA HILL (IHLM) REGIONAL BULK WATER
SUPPLY SCHEME
This project entails the development of a storage facility on the Mzintlavana River, Zalu Dam. It
would include bulk storage that would allow the entire IHLM to be supplied under gravity via
approximately 290km of Primary and Secondary bulk. This project is currently in a planning phase
6.1.5
N/DC15/055/W: MSIKABA REGIONAL BULK WATER SERVICES SUPPLY
This project investigates the abstraction of water from the Msikiba river. The raw water will be
abstracted from the water source and pumped into the off-channel storage, before gravitating to the
proposed Water Treatment Plant. A clear water pump station would be constructed near the
proposed Water Treatment Plant that would pump the treated water to the command reservoir. The
pumps will be sized for the summer daily demand. The pump station will be equipped with at least
two pumps, one duty and one standby pump.
From the main storage reservoir, the water would gravitate to the planned five zonal reservoirs. A
total of five zone concrete reservoirs, ranging from 350kℓ to 1.25Mℓ are also proposed. The
proposed Plant entail the installation of approximately 220km of bulk supply pipelines, ranging from
50mm to 315mm in diameter. Twenty-eight (28) concrete service reservoirs, ranging from 30kℓ to
750kℓ are proposed. These reservoirs will be gravity fed from the zonal supply reservoirs. This
project is currently still in the planning phase.
6.1.6
N/DC15/056/W: KWANYATI REGIONAL BULK WATER SUPPLY SCHEME
This project investigates the augmentation of the water supply within 14 zonal areas from the
surplus capacity from the new Zalu Dam and the upgraded Xura river Water Treatment Plant.
6.1.7
N/DC15/010/W: MDUMBI REGIONAL WATER
This project involves the investigation to supply six (6) Wards, ward 22 up to ward 26 as well as
ward 28 with secure water within the Nyandeni Local Municipality. It is proposed to supply the entire
project area from the Rosedale Water Treatment Plant. The current offtake to the Ngqeleni Town
Page 37
(Ngqeleni Corridor) from the proposed Libode Corridor (Lalini Reservoir) could be upgraded to 15km
long pipeline that would transfer water to the proposed Command Reservoir from where it would be
gravitated to all six wards.
The aforementioned RBIG projects are supplemented by MIG projects to address the internal water
reticulation. The following MIG projects are included within ORTDM’s 3 year MTEF funding plan and
listed below.
Page 38
Table 6.3: ORT DM MIG Water Supply Projects
LM
Project
Number
King Sabata
Dalindyebo
ECDC15/00
3/W
Coffee Bay Water
Supply
Reticulation and Stand pipes in
wards 23, 24 & 25 (phases 1,2 & 3)
R 193 714 000
R 44 222 008
R 20 000 000
R0
R 64 222 008
King Sabata
Dalindyebo
MIS
204248
Thornhill Bulk Water
Supply - Upgrade &
Rehabilitation
Upgrade of the raw water mains,
pumpstation and WTP
R 121 600 612
R0
R0
R0
R0
MIS
205189
Upper Mhlahalane Water
Supply Augmentation
Scheme
Upgrade of Mhlahlane WTP,
construction of reservoirs and
related bulk infrastructure and
extension to villages
R 148 608 000
R 15 000 000
R0
R0
R 15 000 000
N/DC15/03
5/W
Mthatha Regional WSS:
Mqanduli Corridor (KSD
PI)
Construction of 10,4km DN400
gravity main & 13km DN250
pipelines (to KuGxwalibomvu &
Mahlathini), 50kℓ reservoir at
Kwamkhulu, 2Mℓ reservoir at
KuGxwalibomvu, 3Mℓ reservoir @
Mahlathini & 12Mℓ @ Mqanduli.
Pump stations at Zamukulungisa &
Kwamkhulu
R 210 234 530
R 136 757 025
R 48 386 032
R0
R 185 143 057
N/DC15/06
3/W
Mthatha Regional WSS Water Supply to
Lukwethu and
surrounding villages
Water Supply to Lukwethu and
surrounding villages
R 1 201 000 000
R 35 000 000
R 75 000 000
R 75 000 000
R 185 000 000
N/DC15/06
5/W
Mthatha RWS Rosedale/Ngqeleni
Corridor (KSD PI)
Construction of 10Mℓ Maydene
Reservoir. Construction of 3,8km of
gravity mains from Maydene
Reservoir to BNG
R 32 188 786
R 28 245 373
R 10 000 000
R0
R 38 245 373
Mthatha Regional WSS:
Airport Corridor (KSD PI)
Construction of 400mm main from
Area 1 to Fairfield reservoir.
Construction of 10Mℓ Fairfield
reservoir. Construction of 3,9km &
4,3km gravity mains from Signal
Hill. Construction of 6Mℓ Area 6
reservoir. Construction of 5,3km
R 143 153 335
R 92 035 178
R 44 549 956
R0
R 136 585 134
King Sabata
Dalindyebo
King Sabata
Dalindyebo
King Sabata
Dalindyebo
King Sabata
Dalindyebo
King Sabata
Dalindyebo
N/DC15/06
6/W
Project Name and Description
Total Cost
Requirement
Page 39
FY 2015/16
FY 2016/17
FY 2017/18
Total MTEF
LM
Project
Number
Project Name and Description
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
Total MTEF
gravity mains
King Sabata
Dalindyebo
N/DC15/07
3/W
Coffee Bay bulk WTP
Coffee Bay bulk WTP
Mhlontlo
MIS
203262
Upper Culunca Regional
Water Supply
Mhlontlo
N/DC15/03
1/W
R 130 000 000
R0
R0
R0
R0
Upgrading of WTP and reticulation
to additional villages
R 45 000 000
R 2 100 000
R 22 000 000
R0
R 24 100 000
Mangxamfu Water
Supply Scheme
Extension to Mangxamfu Water
Supply Scheme
R 52 125 000
R 20 000 000
R 29 910 000
R0
R 49 910 000
R 437 586 863
R 25 700 000
R 97 500 000
R 113 174 875
R 236 374 875
Mhlontlo
N/DC15/06
2/W
Sidwadweni Regional
Water Supply
Extension of Sidwadweni to Tsolo
Junction Water Supply (phase 1 &
2) and construction of a 5Mℓ/day
packaged WTP
Mhlontlo
W/EC/8595
/11/13
Mvumelwano Water
Supply
Extension of Mvumelwano Water
Supply - Phase 4
R 61 199 522
R0
R0
R0
R0
Ngquza Hill
ECDC15/08
9/W/07/08
Flagstaff Regional Water
Supply Scheme
Supply of water from the Mzintlava
River to 43 villages and Flagstaff
town
R 81 560 391
R 22 500 000
R 30 000 000
R 29 060 391
R 81 560 391
Ngquza Hill
N/DC15/00
8/W
Lusikisiki Regional
Water Supply
Bulk pipeline and reticulation from
Zalu dam
R 450 000 000
R0
R0
R0
R0
Ngquza Hill
N/DC15/00
9/W
Rehabilitation and
Upgrade on Hlabathi
Water Schemes
Hlabathi Water Schemes - Msikaba
River as water source
R 345 000 000
R0
R0
R0
R0
Ngquza Hill
N/DC15/06
0/W
Mfinizweni Water Supply
Mfinizweni Water Supply
R 28 378 217
R0
R0
R0
R0
Nyandeni
N/DC15/01
4/W
Ntsonyini
Ngqowongweni Regional
Water Supply Scheme
Regional Water Scheme using the
Mngazana River (Wards 6 & 18)
R 750 000 000
R 44 570 240
R 130 000 000
R 200 000 000
R 374 570 240
Nyandeni
N/DC15/01
6/W
Upgrading of Cibeni Ntlambeni Regional
Water Supply
Upgrading of Cibeni - Ntlambeni
Regional Water Supply Umzimvubu River Water Source
(Feasibility Study)
R 1 200 000 000
R 2 500 000
R 75 000 000
R 200 000 000
R 277 500 000
Nyandeni
N/DC15/01
Upgrading of
Upgrading of Mhlanganisweni
R 450 000 000
R 2 750 000
R 65 000 000
R 150 000 000
R 217 750 000
Page 40
LM
Project
Number
Project Name and Description
Total Cost
Requirement
FY 2015/16
FY 2016/17
FY 2017/18
Total MTEF
7/W
Mhlanganisweni Water
Supply Scheme
Water Supply Scheme into a
Regional Water Supply Scheme.
Phase 1 (Feasibility Study) - Tsitsa
river source
Nyandeni
N/DC15/02
0/W
Thekwini Water Supply
Scheme Phase 2 & 3
Thekwini Water Supply Scheme
Phase 2 & 3 (Wards 14, 21, 22, 23
& 24)
R 144 570 240
R0
R0
R0
R0
Nyandeni
N/DC15/03
9/W
Lwandile Regional Water
Supply Scheme
Upgrading of exsisting water supply
R 450 000 000
R 2 750 000
R 65 000 000
R 150 000 000
R 217 750 000
Nyandeni
N/DC15/06
4/W
Completion of Ngqeleni
Regional Water Supply
Completion of Ngqeleni Regional
Water Supply - 27 Villages
R 100 000 000
R 25 300 000
R0
R0
R 25 300 000
Nyandeni
W/EC/3818
/07/09
Mthatha RWS Rosedale/Ngqeleni
Corridor (KSD PI)
Construction of reticulation
infrastructure in Dumasi and
surrounding areas (Wards 13, 14 &
21)
R 196 000 000
R 3 600 000
R 75 000 000
R 117 400 000
R 196 000 000
Nyandeni
W/EC/8848
/11/14
Rosedale to Libode
Water Supply
Extension of Rosedale Water
Supply to Libode and surrounding
rurals (Wards 7,8,15,16,17,30)
R 146 750 062
R 34 645 500
R 65 125 000
R 34 479 562
R 134 250 062
R 95 373 166
R 39 719 459
R 20 557 912
R0
R 60 277 371
Port St
Johns
N/DC15/01
8/W
Port St Johns Regional
Water Supply
PSJ RWS - Phase 4 - construction
of off-channel storage dam. Phase
5 - river abstraction works &
mechanical & electrical installations
Port St
Johns
N/DC15/04
6/W
Upgrading of PSJ Town
Supply
Upgrading of PSJ Town Supply
R 125 000 000
R0
R0
R0
R0
Port St
Johns
N/DC15/04
9/W
Inguza Hill Regional
Water Supply Scheme
Regional Water Supply Scheme to
areas bordering Ingquza Hill
R 450 000 000
R0
R0
R0
R0
R 7 789 042 724
R 577 394 783
R 873 028 900
R 1 069 114 828
R 2 519 538 511
Page 41
7. SYNOPSIS OF EXISTING AND COMMITTED SCHEMES
GAP ANALYSIS
7.1
A gap analysis has been undertaken for the water schemes in the OR Tambo DM. The gap analysis
has taken into account current planning interventions by the WSA. In this regard, the entire
OR Tambo District has been demarcated into regional water schemes in line with short and long
term plans by the WSA. Fourteen (14) regional schemes have been identified as follows:

KSD001 WSIA: Mthatha RWSS

KSD002 WSIA: Mthatha Regional Borehole Development

KSD003 WSIA: Mqanduli Corridor Development

KSD004 WSIA: Lukwethu Water supply

KSD005 WSIA: Coffee Bay RWSS

NYA001 WSIA: Second Falls RWSS

NYA002 WSIA: Tombo RWSS

NYA003 WSIA: Ngqeleni RWSS

NYA004 WSIA: Cibeni-Ntlambeni RWSS

NQH001 WSIA: Ngqushwa Hill RBWSS

NQH002 WSIA: Msikaba BRWSS

PSJ001 WSIA: Port St Johns RWSS

PSJ002: WSIA: Port St Johns Town Supply

MHLO001 WSIA: Umzimvubu RWSS
The gap analysis for the 14 regional schemes is discussed under this section.
7.1.1
KSD001 WSIA: MTHATHA REGIONAL BULK WATER SUPPLY
The Mthatha Regional WSS is composed of three water schemes namely Mthatha Town Water
Supply Scheme, Mhlahlane WSS and Corana Regional Scheme. These schemes combined supply
water to the Town of Mthatha and surrounding villages. The details of the schemes are summarised
in the table below.
Table 7.1: Mthatha Regional Scheme Summary
Scheme Name
Mthatha Town WSS
Source
Mthatha Dam
Mhlahlane WSS
Mabeleni Dam
Corana Regional
Scheme
Corana Dam
Other Schemes
Boreholes
Total
Dam Capacity
(Million m³)
Dam Yield
(Mm³/a)
253,7
145,5
1,7
0,336
253,7
147,536
Page 42
WTP Name
Capacity
(Mℓ/d)
Thornhill WTP
60
Rosedale WTP
3
Mhlahlane WTP
Corana WTP
1,7
0,95
65,65
The allocation of supply to Mthatha Town from the Mthatha Dam is 21,9 million m³ per annum.
However, the registered abstraction given in the WARMS database is 13,5 million m³ per annum.
and the balance of the water is allocated to Eskom for hydro-power generation.
OR Tambo DM has planned projects to upgrade the capacity of the Mthatha Regional WSS as
follows:

Upgrade of Thornhill WTP by a total of 20Mℓ/day from 60Mℓ/d to 80Mℓ/day. The ugrade is
currently under implementation;

Upgrade of Rosedale WTP from 3Mℓ/d to 25Mℓ/d in order to supply Greater Mthatha areas
north of Mthatha River, Libode, Nqadu and Ngqeleni Corridors. Bulk infrastructure extensions
form the WTP to Libode is under construction;

Upgrade of gravity raw water bulk pipeline from 600mm diameter to 1 200mm diameter; and

Extension of Rosedale water supply footprint through phased construction of bulk and
reticulation supply pipelines and command reservoirs. Phase 1 of this project is currently
under implementation.
The planned works of which some are currently under implementation have been combined with
existing capacities so that a comparison may be made with the projected demand for 2035. This
comparison is provided in the table below.
Table 7.2: Mthatha Regional Scheme Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Desired 2035
Additional
Requirements
Dam Yield (Mm³/a)
145,5
-
145,5
33,94
-
Water Treatment
(Mℓ/d)
65,65
88,5
154,215
93,0
-
Storage (Mℓ)
83,6
24
107,6
118,7
12,0
Bulk conveyance Raw Water (Mℓ/d)
90,3
58,6
148,9
93,0
-
Bulk conveyance Clear Water (Mℓ/d)
72,8
47,0
119,8
93,0
-
According to the Reconciliation Strategy for Mthatha and Surrounding Village Structure Report dated
June 2011, 21,9 million m³ per annum of water in Mthatha Dam is allocated to Mthatha Town for
domestic and industrial use with the registered abstraction given in the WARMS database as
13,5 million m³ per annum. The actual allocations of water for consumption and hydro power
generation need to be confirmed between DWS, Eskom and OR Tambo District Municipality for the
projected future 2035 demand.
Based on the capacities of existing and planned infrastructure, there appears to be no gaps in water
supply requirements for the projected 2035 demand. The shortfall in bulk storage could be as a
result of inaccurate information of the total storage available in the scheme area.
7.1.2
KSD002 WSIA: MTHATHA REGIONAL BOREHOLE DEVELOPMENT
The area covered by this scheme is ward 17 under King Sabata Dalindyebo LM. The area is
sparsely populated and OR Tambo plans to develop boreholes as a source of water supply. There is
Page 43
no information on the status of existing infrastructure if any. However, the projected 2035 demand
requirements are detailed in the table below.
Table 7.3: Mthatha Regional Borehole Development
Planned
Additional
Total
Additional
Requirements
Criteria
Existing Capacity
Desired 2035
Borehole Yields
(Mm³/a)
No data
No data
No data
0,450
-
Water Treatment
(Mℓ/d)
No data
No data
No data
1,2
-
Storage (Mℓ)
No data
No data
No data
2,0
-
Bulk conveyance Raw Water (Mℓ/d)
No data
No data
No data
1,2
-
Bulk conveyance Clear Water (Mℓ/d)
No data
No data
No data
1,2
-
In the absence of planning information from ORTDM, geo-hydrological studies would be required to
determine groundwater availability and quality thereof to enable proper infrastructure requirements
determination.
7.1.3
KSD003 WSIA: MQANDULI CORRIDOR DEVELOPMENT
In terms of ORTDM planning, the Mqanduli Corridor would ultimately receive its potable water
supply from the Zamukulungisa reservoir (Mthatha RWSS) where it is envisaged that 27Mℓ/d will be
pumped to the 20Mℓ Viedgesville reservoir. The Viedgesville reservoir will feed the Mqanduli corridor
as well as 5Mℓ/day to the 10Mℓ Qweqwe reservoir. The remaining 22Mℓ is the daily supply that shall
be used to feed the Mqanduli Corridor.
The Mqanduli Corridor Development covers water supply to wards 21, 22, 23, 27 and parts of 20
and 28 under the King Sabata Dalindyebo Local Municipality. The projected 2035 demand
requirements are detailed within Table 7.4: Mqanduli Corridor Development below.
Table 7.4: Mqanduli Corridor Development
Planned
Additional
Existing Capacity
Borehole Yields
(Mm³/a)
No data
No data
No data
4,33
-
60
20
80
11,9
-
1,22
14,75
15,97
17,6
2,03
*Bulk conveyance Raw Water (Mℓ/d)
-
-
-
-
-
Bulk conveyance Clear Water (Mℓ/d)
0,35
20,4
20,75
11,9
-
Water Treatment
(Mℓ/d)
Storage (Mℓ)
Total
Additional
Requirements
Criteria
Desired 2035
This water treatment capacity has already been factored into the planned upgrade of the Thornhill
WTP which is currently being upgraded to 80Mℓ/d and ultimatey to 120Mℓ/day. *The bulk raw water
requirements have also been factored into the upgrade works of the 600mm diameter raw water AC
pipeline to 1 200mm diameter.
Page 44
Based on the capacities of existing and planned infrastructure, there appears to be no gaps in water
supply requirements for the projected 2035 demand.
7.1.4
KSD004 WSIA: LUKWETHU WATER SUPPLY
The Lukwethu WSS supplies water to Wards 18, 19, 26, 28, 29, 31, 32 & 35 under the King Sabata
Dalindyebo Local Municipality covering a total of 249 villages. The source of water for the Lukwethu
WSS comprises of protected and unprotected springs and 3 boreholes.
According to the Scoping Report for Study Funding Application for the Proposed Lukwethu Regional
Water Supply Scheme dated February 2015, a 20Mℓ storage reservoir, positioned around
Viedgesville Area, will receive potable water from Thornhill WTP. The construction of the 20Mℓ
storage tank is implemented as part of the bulk water infrastructure Presidential Intervention in the
Mqanduli Corridor.
This project is currently at feasibility study stage with a consultant having been appointed to
undertake the required works. The gap analysis could thus be summarized as follows:
Table 7.5: Lukwethu Regional Scheme Gap Analysis
Criteria
Existing Capacity
Mthatha Dam Yield
(Mm3/a)
Planned
Additional
Total
Additional
Requirements
Desired 2035
145,5
-
145,5
5,31
-
Water Treatment
(Mℓ/d)
2,7
12,3
15,0
14,6
-
Storage (Mℓ)
5,1
20,0
25,1
28,9
4,0
Bulk conveyance Raw Water (Mℓ/d)
-
-
-
-
-
Bulk conveyance Clear Water (Mℓ/d)
-
14,6
14,6
14,6
-
The 20Mℓ storage reservoir proposed being the source of water would not able to store the desired
2035 water requirement of 28,9Mℓ/day for the Lukwethu RWSS .
7.1.5
KSD005 WSIA: COFFEE BAY REGIONAL WATER SUPPLY
The Coffee Bay Regional WSS supplies water to Wards 24 and 25 of the King Sabata Dalindyebo
Local Municipality, made up of Coffee Bay Town and surrounding 40 villages. The Coffee Bay
RWSS comprises of the following infrastructure:

A raw water intake works and rising pipeline from the Mthatha River. The yield of the river
has not been established;

A 2.7Mℓ/day Water Treatment Plant;

A clear water pump station and rising main to 1Mℓ Xonyeni Command Reservoir; and

Village Reticulation.
The planned works, some of which are currently under implementation have been combined with
existing capacities so that a comparison may be made with the projected 2035 demand. This
comparison is provided in Table 7.6: Coffee Bay Regional Scheme Gap Analysis overleaf.
Page 45
Table 7.6: Coffee Bay Regional Scheme Gap Analysis
Criteria
Mthatha River Yield
(Mm3/a)
Existing Capacity
Planned
Additional
Total
Additional
Requirements
Desired 2035
-
-
-
2,12
-
Water Treatment
(Mℓ/d)
2,7
12,3
15,0
5,8
-
Storage (Mℓ)
5,1
13,15
18,25
11,4
-
Bulk conveyance Raw Water (Mℓ/d)
-
12,3
12,3
5,8
-
Bulk conveyance Clear Water (Mℓ/d)
-
12,3
12,3
5,8
-
The registered abstraction from the Mthatha River downstream of the Mthatha Dam is 2,7Mℓ/d
3
(1,0 million m per annum). The yield of the Mthatha River towards the Indian Ocean needs to be
verified to assess the sustainability of the scheme with a treatment capacity of 2,12Mm³ per annum.
However, based on the capacities of existing and planned infrastructure, there appears to be no
gaps in water supply requirements for the projected 2035 demand.
7.1.6
NYA001 WSIA: SECOND FALLS RWSS
The Second Falls RWSS is intended to supply communities in Wards 22, 23, 24, 25, 26 and 28
under the Nyandeni Local Municipality. The communities currently obtain water from springs,
boreholes and rivers. ORTDM is planning to provide infrastructure to supply the communities under
the Second Falls RWSS footprint. The planned infrastructure capacity is compared with the
projected 2035 demand. This comparison is provided in Table 7.7: Second Falls RWSS Gap
Analysis below.
Table 7.7: Second Falls RWSS Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Additional
Requirements
Desired 2035
Mthatha River Yield
(Mm3/a)
-
-
-
3,01
-
Water Treatment
(Mℓ/d)
0
-
-
8,2
8,2
Storage (Mℓ)
0
19,9
19,9
12,5
-
Bulk conveyance Raw Water (Mℓ/d)
0
8,20
8,20
8,20
-
Bulk conveyance Clear Water (Mℓ/d)
0
8,20
8,20
8,20
-
The raw water source is the Second Falls site on the Mthatha River downstream of Mthatha Dam.
3
3
The yield of the Mthatha Dam is 145,5 million m /a with an allocation of 13,5 million m per annum
allocated for domestic usage in Mthatha Town and surrounding villages. It is anticipated that the
3
Second Falls RWSS demand of 3,01 million m per annum can easily be met downstream of the
second falls where Eskom undertakes hydro power generation (Eskom allocation being 132 million
3
m per annum).
Page 46
7.1.7
NYA002 WSIA: TOMBO RWSS
The Tombo RWSS supplies water to Wards 2, 4 and 5 under the Port St Johns LM. The 2,5Mℓ
Tombo WTP feeds from 1 command reservoir to 23 village reservoirs through bulk pipelines.
However, the Census 2011 data specifies the area covered by the scheme as having adequate
formal access to water services. The projected 2035 demand infrastructure requirements are
provided in the table below.
Table 7.8: Tombo RWSS Gap Analysis
Criteria
Existing Capacity
River Yield (Mm3/a)
Planned
Additional
Total
Desired 2035
Additional
Requirements
No Data
No Data
No Data
1,51
-
2,5
-
2,5
4,1
1,6
Storage (Mℓ)
No Data
No Data
No Data
8,0
-
Bulk conveyance Raw Water (Mℓ/d)
No Data
No Data
No Data
4,1
-
Bulk conveyance Clear Water (Mℓ/d)
No Data
No Data
No Data
4,1
-
Water Treatment
(Mℓ/d)
In order to meet the 2035 demand of 4,1Mℓ per day, the existing infrastructure needs to be
augmented and it is proposed to increase the capacity of the WTP to 4,1Mℓ/day.
7.1.8
NYA003 WSIA: NGQELENI RWSS
The scheme area covers the southern part of the Nyandeni LM extending from Libode up to the
coast. The areas are predominantly rural with one main service centre namely the Ngqeleni Town.
The Ngqeleni RWSS comprises of the following water schemes and infrastructure capacities:
Table 7.9: Ngqeleni RWSS Summary
Scheme Name
Ngqeleni Town WSS
Ngqeleni Rural WSS
Source
Dam Capacity
(Million m³)
Dam Yield
(Mm³ per
annum)
Nzwakwazi Dam
0,103
Ngqeleni Weir
0,023
boreholes
0,038
Mtyu River Dam
0,831
WTP Name
Ngqeleni WTP
Capacity (Mm³
per annum)
0,197
0,197
Lutsheko WTP
No data
Mtakatye River
Totals
0,995
0,197
The planned infrastructure capacity combined with the existing is compared with the projected 2035
demand. This comparison is provided within Table 7.10: Ngqeleni RWSS Gap Analysis overleaf.
Page 47
Table 7.10: Ngqeleni RWSS Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Additional
Requirements
Desired 2035
Nzwakwazi Dam,
Ngqeleni Weir &
boreholes (Mm3/a)
0,164
0,164
3,16
2,996
Water Treatment
(Mℓ/d)
0,540
0,540
8,7
8,16
Storage (Mℓ)
0,29
0,29
16,8
16,51
Bulk conveyance Raw Water (Mℓ/d)
0,98
0,98
8,7
7,72
Bulk conveyance Clear Water (Mℓ/d)
0,81
0,81
8,7
7,89
From the table above, it is noted that the existing infrastructure does not have adequate capacity to
meet the 2035 demand. Of particular importance is the availability of raw water supplies, which are
inadequate at present. ORTDM is undertaking feasibility studies into the supply of the Ngqeleni
Water Scheme from the Mthatha Dam. This could be achieved through the extension of the Mthatha
Regional Bulk Water Supply Scheme with potable water supplied from the Rosedale WTP or from
the Second Falls abstraction on the Mthatha River.
7.1.9
NYA004 WSIA: CIBENI-NTLAMBENI RWSS
The Cibeni/Ntlambela Regional Water Supply Scheme currently supplies water to 8 wards within the
Port St Johns Local Municipality and 6 wards within the Nyandeni Local Municipality. These two
local municipalities fall under the jurisdiction of the OR Tambo District Municipality. According to the
Project Technical Report dated August 2014 and prepared by IQhawe Consulting Engineers (Pty)
Ltd, the proposed scheme would be extended to provide water to a total of fourteen wards, namely,
wards 1, 2, 3, 4, 7, 8, 9 and 16 of the Port St Johns Local Municipality and wards 2, 6, 17, 18, 19
and 20 of the Nyandeni Local Municipality.
The project area is located in the Wild Coast region of the Eastern Cape, and is situated
approximately 26km north-east Libode, towards Port St Johns. Only a few of the villages within the
scheme area have some form of access to water supply infrastructure. The existing schemes do not
meet the basic level of service required of rural water supply schemes and most of the communal
standpipes are located far from many of the households, and supply is erratic, with some villages
only receiving water for three or four days in three months.
The source of water for the schemes is low-yield boreholes and unreliable springs. Most of the
schemes have, as a result collapsed with some boreholes having dried up.
There is an existing Water Treatment Plant, the Mngazana Water Treatment Plant, that supplies four
(4) villages in ward 6 of Nyandeni LM. The capacity of the Plant is unknown. There are also a few
service reservoirs most of which are undersized and are located in positions where they cannot
provide sufficient pressure throughout the system.
ORTDM has planned upgrade works for the scheme which include the following infrastructure:

Abstraction and Water Treatment Plant on the banks of Umzimvubu River;

A 11Mℓ command reservoir;
Page 48

A total of 610km of bulk pipelines ranging from 50mm to 500mm diameter ;

A number of service reservoirs with a total combined capacity of 7,4Mℓ; and

Reticulation pipelines and standpipes.
The planned infrastructure capacity is compared with the projected 2035 demand. This comparison
is provided in Table 7.11: Cibeni-Ntlambeni Regional Scheme Gap Analysis below.
Table 7.11: Cibeni-Ntlambeni Regional Scheme Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Umzimvubu River
Yield (Mm3/a)
*2 987
*Water Treatment
(Mℓ/d)
No data
*11,0
Storage (Mℓ)
No data
Bulk conveyance Raw Water (Mℓ/d)
Bulk conveyance Clear Water (Mℓ/d)
Desired 2035
Additional
Requirements
4,98
-
*11,0
13,7
2,7
18,4
18,4
27,4
9,0
No data
*11,0
11,0
13,7
2,7
No data
*11,0
11,0
13,7
2,7
*The yield of the Umzimvubu River is quoted from the Nqeleni Water Scheme Reconciliation
Strategy Report. The waterworks is assumed to be 11Mℓ/d based on the proposed size of the
command reservoir. Based on the aforementioned, there appears to be a shortfall in water supply
requirements for the projected 2035 demand when compared with the ORTDM planned
infrastructure.
7.1.10 NQH001 WSIA: NGQUSHWA HILL RBWSS
The Ngqushwa Hill RBWSS is made up of the following water schemes:
Table 7.12: Ngquza Hill RWSS Summary
Scheme Name
Source
Dam Capacity
(Million m³)
Dam Yield
(Mm³ per
annum)
KwaNyathi RWSS
Nxuzi Dam
Lusikisiki RWSS
Xura River Weir
0,929
boreholes
0,091
boreholes
0,0000106
Flagstaff RWSS
Weir
No data
No data
WTP Name
No data
Lusikisiki WTP
Capacity
(Mℓ/d)
No data
2,76
0,00001166
Totals
1,0200223
2,7
The planned infrastructure capacity combined with the existing is compared with the projected 2035
demand. This comparison is provided in Table 7.13: Ngquza Hill RWSS Gap Analysis overleaf.
Page 49
Table 7.13: Ngquza Hill RWSS Gap Analysis
Criteria
Nxuzi Dam, Xura
River Weir &
boreholes (Mm3/a)
Existing Capacity
Planned
Additional
Total
Additional
Requirements
Desired 2035
1,020
1,020
17,10
16,08
2,76
2,76
46,8
44,04
2,4
2,4
68,7
66,3
Bulk conveyance Raw Water (Mℓ/d)
2,76
2,76
46,8
44,04
Bulk conveyance Clear Water (Mℓ/d)
2,76
2,76
46,8
44,04
Water Treatment
(Mℓ/d)
Storage (Mℓ)
The ORTDM is planning the implementation of the KwaNyathi RWSS that would mitigate against the
shortfall in infrastructure capacities. The scheme includes the construction of a new dam on the
Nxuzi River just before it confluences with the Umzintlava River close to Tabankulu Town.
7.1.11 NQH002 WSIA: MSIKABA BRWSS
The area covered by the Msikaba RBWSS is sparsely populated with very little habitation on the
north east and western sides. These are the areas around Mkhambathi, Port Grosvenor in the east
and Cutwini Village towards the southern end falling under wards 22, 23, 24, 25 and 28 of the
Ngquswa Hill Local Municipality. The communities in the area obtain water supplies from springs
and boreholes that are not reliable. There is one scheme under ward 20, the Magwa Tea Estate
Water Scheme that supplies water to the tea estate and approximately 5 000 people in the area. The
source of water for the scheme is a small dam on the Mkozi River. There is no detailed information
on the yield of the dam and the capacities of existing infrastructure.
The projected 2035 demand for the scheme area is provided in Table 7.14: Msikaba RWSS Gap
Analysis below.
Table 7.14: Msikaba RWSS Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Desired 2035
Additional
Requirements
Mkozi River Dam,
(Mm3/a)
No data
No data
No data
3,4
3,4
Water Treatment
(Mℓ/d)
No data
No data
No data
9,3
9,3
Storage (Mℓ)
No data
No data
No data
14,2
14,2
Bulk conveyance Raw Water (Mℓ/d)
No data
No data
No data
9,3
9,3
Bulk conveyance Clear Water (Mℓ/d)
No data
No data
No data
9,3
9,3
On the basis of the table above, it may be concluded that the Msikaba RWSS requires further
investigations. OR Tambo DM is planning to roll out the Msikaba Regional Scheme to address the
gaps as identified above. The proposed source of water will be the Msikaba River.
Page 50
7.1.12 PSJ001 WSIA: PORT ST JOHNS RBWSS
The area served by this scheme is located to the west of the Umzimvubu River, to the south of the
Mthatha - to Port St Johns Road (R61) and to the east of the watershed between the Mngazi and
Mngazanana rivers. The capacities of the infrastructure constituting the Port St Johns Water
Scheme are compared with the projected 2035 demand. This comparison is provided in Table 7.15:
Port St Johns RBWSS Scheme Gap Analysis below.
Table 7.15: Port St Johns RBWSS Scheme Gap Analysis
Criteria
Mngazi River (Mm3/a)
Existing Capacity
Planned
Additional
Total
Desired 2035
Additional
Requirements
No data
No data
No data
1,24
1,24
2,0
-
2,0
3,4
1,4
0,34
-
No data
6,80
4,86
Bulk conveyance Raw Water (Mℓ/d)
2,0
-
2,0
3,4
1,4
Bulk conveyance Clear Water (Mℓ/d)
2,0
-
2,0
3,4
1,4
Water Treatment
(Mℓ/d)
Storage (Mℓ)
The yield of the Mngazi River needs to be established through a detailed hydrological study of the
river to determine the possibility of increasing the draw off from the river.
7.1.13 PSJ002 WSIA: PORT ST JOHNS TOWN SUPPLY
The water scheme supplies the Town of Port St Johns and surrounding villages. Raw water is
supplied from the Bulolo River where a dam and a weir are sources for the town. The raw water is
pumped to a 4Mℓ/day Water Treatment Plant after which it gravitates to the Port St Johns Town.
The capacities of the infrastructure constituting the Port St Johns Town Water Scheme are
compared with the projected 2035 demand. This comparison is provided in Table 7.16: Port St
Johns Town Scheme Gap Analysisbelow.
Table 7.16: Port St Johns Town Scheme Gap Analysis
Criteria
Existing Capacity
Planned
Additional
Total
Desired 2035
Additional
Requirements
Bulolo Dam Yield
(Mm3/a)
0,360
-
0,360
0,64
0,28
Water Treatment
(Mℓ/d)
4,0
-
4,0
1,8
-
No data
1,9
-
Storage (Mℓ)
No data
Bulk conveyance Raw Water (Mℓ/d)
5,1
-
5,1
1,8
-
Bulk conveyance Clear Water (Mℓ/d)
4,1
-
4,1
1,8
-
OR Tambo DM is planning to develop additional off channel storage to increase the availability of
raw water resources for the scheme. The bulk main into town leaks and requires remedial works,
whilst the Bulolo Dams require riprap and other minor remedial works. The yield of the river is
3
0,360 million m per annum and does not meet the projected 2035 water requirements. A water
transfer from the nearby Umzimvubu River to Bulolo Dam could be considered.
Page 51
7.1.14 MHLO001 WSIA: UMZIMVUBU RWSS
The area served by this scheme includes municipal wards in Mhlontlo, Umzimvubu and Elundini
Municipalities under ORTDM, ANDM and Joe Gqabi DM respectively. The projected 2035 demand
requirements are provided in Table 7.17: Umzimvubu RWSS Gap Analysis below.
Table 7.17: Umzimvubu RWSS Gap Analysis
Criteria
Ntabelanga Dam
Yield(Mm3 per annum)
Existing Capacity
Planned
Additional
Total
Desired 2035
Additional
Requirements
-
*60Mm3
*60Mm3
13,45
-
Water Treatment
(Mℓ/d)
No data
No data
No data
36,8
-
Storage (Mℓ)
No data
No data
No data
51,0
-
Bulk conveyance Raw Water (Mℓ/d)
No data
No data
No data
36,8
-
Bulk conveyance Clear Water (Mℓ/d)
No data
No data
No data
36,8
-
The Tsitsa River system would be utilised for a multi-purpose use due to the high water resources
availability in the catchment. The consumptive uses could sustainably include potable water supply,
irrigation and hydropower. *According to ORTDM planning, the proposed Ntabelanga Dam on the
Tsitsa River could supply the projected 2050 potable and irrigation water requirement of
3
60,2 million m per annum at a 98% assurance of supply from a relatively small impoundment of
3
60,0 million m (0,15 MAR).
7.2
SCHEME RE-DEMARCATION
As previously stated, the ORTDM has embarked on the development of substantial regional water
supply development plans to address their water supply need. Some areas were still excluded but
through this process, wall-to-wall supply areas were determined by the most sustainable water
resource and the extent of these water supply intervention areas (WSIAs) were not limited in all
instances to Local Municipal Boundaries. Dam developments were proposed in some areas with
specific reference to the Ntabalenga Dam that would supply water beyond ORTDM’s area of
jurisdiction. Existing scheme infrastructure would be augmented or upgraded where possible to
accommodate the increased supply volumes. All the existing proposed interventions were
consolidated into the proposed water supply intervention areas. The proposed intervention areas will
also fall within the ORTDM’s current water services provision and operational arrangements.
Page 52
8. BULK
WATER SUPPLY INTERVENTIONS CONSIDERED –
RECONCILIATION
PROPOSED WALL-TO-WALL WATER SUPPLY INTERVENTION AREAS
8.1
This section details the water supply reconciliation options for bulk water services within the ORTDM
– 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 ORTDM. 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 developments.
KSD001 WSIA: MTHATHA REGIONAL BULK WATER SUPPLY
8.2
DEMAND MODEL INTERVENTION
8.2.1
8.2.1.1
Water Demand and Projections
The KSD001 WSIA includes the development of the Mthatha town and surrounds by constructing a
new system of bulk supply rising and gravity mains and reservoirs to transfer the increased volume
of water from the Mthatha dam. The water would be pumped out of the upgraded Thornhill and
Rosedale Water Treatment Plant. According to ORTDM planning records, the bulk supply scheme
components were designed and sized to meet the projected water demand for the period up to
2035, a 20-year design horizon. The resultant projected 2035 demand is 93Mℓ/d
3
(33,94 million m per annum).
8.2.1.2
Water Resource Consideration
The Mthatha Dam will be used as a sole source of raw water supply to the treatment Plant. This dam
3
3
has a capacity of 253,7 million m and a yield of 145,5 million m per annum. The current Water Use
3
Licence (WUL) dated April 2011 allows OR Tambo DM to abstract 55 080 000m per annum
(equivalent to 150Mℓ/d) for both Thornhill and Rosedale WTPs. This allocation covers the combined
upgraded capacity of Thornhill WTP 80Mℓ/Day and Phase 2 of Rosedale WTP (50Mℓ/Day). The
abstraction is adequate to meet the 2035 demand projections for the Mthatha RWSS. The
allocations for the water use in the Mthatha Dam is summarised in the table below.
Table 8.1: Allocation of Mthatha Dam Raw Water Yield
Allocation For Provision Of Potable Water
Year
Mm3 per annum
Allocation For Hydro Power
Mm3 per annum
Mℓ/day
TOTAL
Mm3 per annum
Mℓ/day
Current
55,08
151
90,42
248
145,5
2033
55,08
151
90,42
248
145,5
80,3
220
65,2
179
145,5
Ultimate
8.2.1.3
Water Supply Infrastructure
The water supply infrastructure proposed includes the following:

Upgrade of the Rosedale WTP from 30Mℓ/d to 50Mℓ/d;
Page 53

Additional storage of 36Mℓ;

21km of primary bulk pipelines;

7km of secondary bulk pipelines; and

159km of tertiary pipelines.
8.2.1.4
Financial Implication
The bulk cost requirement for KSD001 WSIA is tabled below.
Table 8.2: KSD001 Cost Requirement
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
(Base year cost requirement 2015)
Primary Bulk
Secondary Bulk
Tertiary Bulk
Total
TOTAL
R 640 830 316
R 100 572 504
R 403 723 099
R 1 145 125 919
R 70 683 235
R 9 584 651
R 44 530 438
R 124 798 323
R 320 990 603
R 92 014 524
R 204 224 080
R 617 229 207
R 1 032 504 154
R 202 171 679
R 652 477 617
R 1 887 153 450
The scheme development cost per household is R 19 078. Due to the size of the project, it will take
at least seven years to complete.
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.2.2
8.2.2.1
Water Demand and Projections
The KSD001 WSIA includes the development of the Mthatha town and surrounds by constructing a
new system of bulk supply rising and gravity mains and reservoirs to transfer the increased volume
of water from the Mthatha dam. The water would be pumped out of the upgraded Thornhill and
Rosedale Water Treatment Plant. According to ORTDM planning records, the bulk supply scheme
components were designed and sized to meet the projected water demand for the period up to
2033, a 20 year design horizon. The annual population growth factor used was 1,5%. The
projected water demands have been based on the following assumptions:

6 persons per household;

A typical AADD of 220ℓ/c/d for towns, 100ℓ/c/d for small town communities & 125ℓ/c/d for
Libode town communities, 90ℓ/c/d for peri-urban communities and 60ℓ/c/d for rural
communities;

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.
The projected demand as per ORTDM planning is tabled overleaf.
Page 54
Table 8.3: Projected Demand as Per ORTDM Planning
Summer Peak Demand (Mℓ/d)
Rural/Urban
2011
2013
2023
2033
2038
Airport Corridor @ 125 AADD
6,1
7
7,6
Ngqeleni Main Corridor @ 100 AADD
0,2
0,2
0,3
Ngqeleni Corridor Surrounds @ 90 AADD
2,3
2,7
2,9
Rural Ngqeleni Corridor @ 60 AADD
4,1
4,8
5,2
0
0
0
Nqadu Corridor Surrounds @ 90 AADD
0,9
1,1
1,2
Rural Nqadu Corridor @ 60 AADD
1,7
2
2,1
Libode Main Corridor @ 125 AADD
0,9
1
1,1
Libode Corridor Surrounds @ 90 AADD
5,4
6,2
6,7
Rural Libode Corridor @ 60 AADD
3,3
3,8
4,1
Mthatha BNG central
16
19
20
Nqadu Main Corridor @ 100 AADD
Mthatha Existing
Mthatha Peri Urban
31
32
37
43
46
13,5
14
16,2
18,8
20,2
6,5
6,7
7,7
9
10
6
6,2
7,2
8,3
9
1,3
1,6
1,9
110,3
128,5
138,3
Mthatha Informal Settlement
Commercial / Institutional
Strategic Links (airport, hosp, military)
Total (Summer Peak Mℓ/d)
57
58,9
75% of rural population served by 2033
8.2.2.2
Water Resource Consideration
The Mthatha Dam will be used as a sole source of raw water supply to the treatment Plant. This dam
3
3
has a capacity of 253,7 million m and a yield of 145,5 million m per annum. The current Water Use
3
Licence (WUL) dated April 2011 allows OR Tambo DM to abstract 55 080 000m per annum
(equivalent to 150Mℓ/d) for both Thornhill and Rosedale. This allocation covers the combined
upgraded capacity of Thornhill WTP 80Mℓ/d and Phase 2 of Rosedale WTP (50Mℓ/d).
While the current Water Use Licence covers the Rosedale Phase 2 requirements, it will need
adjustment in the long term for subsequent phases.
Table 8.4: Allocation of Mthatha Dam Raw Water Yield
Allocation For Provision Of Potable Water
Year
M m3 per annum
Allocation For Hydro Power
M m3 per annum
Mℓ/d
TOTAL
M m3 per annum
Mℓ/d
Current
55,08
151
90,42
248
145,5
2033
55,08
151
90,42
248
145,5
80,3
220
65,2
179
145,5
Ultimate
Page 55
8.2.2.4
Water Supply Infrastructure
8.2.2.4.1
Thornhill Water Treatment Plant (WTP)
Thornhill WTP has a number of regional reservoirs near its supply area. The current water supply
from the Thornhill Water Treatment Plant is delivered in two directions, Fortgale to other regional
reservoirs, and Ncambedlana (Northcrest) to other regional reservoirs. The raw water conveyance
from the Mthatha Dam into Thornhill Water Treatment Plant is currently being upgraded to
120Mℓ/day. The new arrangement for the conveyance of water to the Thornhill WTP comprises:

Refurbishing the emergency booster pump station; and

Two new 800mm steel pipes in parallel for approximately 2/3 of the distance to the
waterworks. These pipes are laid parallel to the existing 800mm diameter and 600mm
diameter pipelines (to replace the two old pipelines which are to be decommissioned). A new
1 200mm steel pipe will be joined to the above two 800mm pipes for the remainder of the
distance to the waterworks;

Upgrade of the Thornhill Water Treatment Plant from 60Mℓ/d to 80Mℓ/d is the first phase,
which is currently under construction and the second phase is an upgrade by 40Mℓ/d to
120Mℓ/d;

Rehabilitation and upgrade of the existing raw water pipeline through the construction of a
new DN1200 raw water steel pipe;

Refurbishment of the existing DN800 steel pipe and the existing raw water pump station; and

Construction of new 2No x DN800 raw water steel pipes.
8.2.2.4.2
Rosedale Water Treatment Plant
The Rosedale Water Treatment Plant would be designed for an ultimate treated water delivery
capacity of 100Mℓ/d but constructed in 4 x 25Mℓ/d phases. The proposed infrastructure components
are as follows:

A new raw water pump station building, associated pumping and electrical control equipment
next to the existing Thornhill WTP raw water pump station;

A 2,2km 600mm diameter steel raw water rising main from the abovementioned pump station
to the Rosedale WTP;

Phase 1 of the proposed Rosedale WTP (50Mℓ/d) and all associated raw and clear water
balancing reservoirs;

A clear water pump station to the Rosedale Command Reservoir and Soyini Reservoir;

A 1,7km 600mm diameter steel clear water Rising Main from the clear water pump station at
the Rosedale WTP to the Rosedale Command Reservoir;

A new dedicated 11kV overhead powerline from the Thornhill Substation to the Rosedale
WTP via the current and future raw water pump stations. It would be sized for the ultimate
power requirements; namely:
o
Thornhill & Rosedale raw water pump stations supplied directly from Mthatha Dam:
1MVA
Page 56
Future Rosedale (Phases 2 to 4) raw water pump station drawing from the dam spillway
o
channel: 4MVA
Rosedale WTP (ultimate 100Mℓ/d) and clear water pump stations: 6MVA
o
The WTP will ultimately supply all the existing Greater Mthatha areas to the North of the Mthatha
River and also the Libode, Nqadu and Ngqeleni Corridors.
8.2.2.4.3
Nqadu Corridor
The Nqadu Corridor’s water would be supplied from the proposed 50Mℓ/d Rosedale waterworks and
would require the construction of the following infrastructure components

Two(2) new 300mm diameter pipelines from Rosedale reservoir to Soyini and to Gungululu
and a 200mm diameter pipe to Nqadu; and

A 2Mℓ reservoir at Soyini, a Nqadu Corridor 1Mℓ reservoir at Gungululu and a 3Mℓ reservoir at
Nqadu.
The pipes of the Nqadu Corridor range from 63mm HDPe pipes to 160 diameter mPVC pipes with a
total length of approximately 20 750m. A total of four (4) reservoirs is proposed, 2 x 500kℓ , 1 x 250kℓ
and 1 x 200kℓ reservoir.
8.2.2.4.4
Airport Corridor
The 400mm GRP bulk supply gravity main from Signal Hill to Fairfield Reservoir provides the
‘backbone’ for the Airport Corridor. It has been designed for a Year 2033 flow of 10Mℓ/d. The bulk
pipelines proposed for the area are as follows:

3,8km of 900mm diameter rising main from Thornhill Water Treatment Plant to Signal Hill
Reservoir;

2,4km of 250mm and 2,0km of 200mm diameter gravity mains from Maydene Reservoir to
BNG Area 5;

4,3km of 400mm diameter gravity main from Signal Hill Reservoir to an offtake to BNG Area
1;

5,8km of 400mm diameter gravity main from BNG Area 1 to Fairfield Reservoir;

1,9km of 400mm diameter then 3,7km of 300mm diameter gravity main from Fairfield
Reservoir to Kaplan village;

2,4km and 1,9km of 250mm diameter offtakes from Kaplan gravity main to Sheshegu village
and Link Reservoir;

1,3km of 300mm diameter connection to KD Matanzima Airport off the Signal Hill to Fairfield
main;

2,0km of 200mm diameter connection to 14SAI Military Base off the Signal Hill to Fairfield
main;

3,9km of 300mm diameter gravity main from Signal Hill to a future reservoir in BNG Area 6;

3,0km of 300mm diameter gravity main from Zamukulungisa reservoir to BNG Area 7;

1,0km of 200mm diameter gravity main from Vulindlela Heights to BNG Area 8;

1,4km of 200mm diameter gravity main from Zimbane Reservoir to BNG Area 8; and
Page 57

3,0km of 300mm diameter gravity main from Zamukulungisa reservoir to BNG Area 7.
8.2.2.4.5
Libode Corridor
The Libode towns and surrounding villages would receive their water from the proposed upgraded
Rosedale WTP and depend on the completion of the following proposed main bulk infrastructure
components:

Constructing a new 50Mℓ/d waterworks (Rosedale);

Construction of a 400mm diameter line to Lalini;

Construction of a 1Mℓ exchange reservoir and pump station at Lalini;

Construction of a 400mm diameter rising mains to 10Mℓ Misty Mount Reservoir;

Construction of 300mm GRP gravity mains to 10Mℓ Megacon reservoir and 300mm GRP to
1Mℓ Mandlovini reservoir; and

Construction of 200mm GRP gravity main to 1Mℓ Enjiveni reservoir; and Construction of Misty
Mount, Megacon, Mandlovini and Enjiveni reservoirs.
The proposed rising mains and proposed gravity mains would be sized as follows:

13,8km of 300mm diameter

14km of 250mm diameter

11km of 200mm diameter
The storage is sized for a 48hr AADD (Pumped storage requirements). The reservoir specifications
are as follows: 1 x 3Mℓ, 4 x 1Mℓ, 3 x 500kℓ, 2 x 200kℓ and 1 x100kℓ
8.2.2.5
Financial Implication
The bulk cost requirement for KSD001 WSIA is tabled below.
Table 8.5: KSD001 Cost Requirement
Item (Base year cost requirement 2015)
Direct Est Cost
Indirect Est Cost
Total
(Construction)
(Fees, Geotech,
(Inc Contingenicies,
EIA, Disb Etc)
Escalation, VAT)
Thornhill WTP & Raw Water Pipeline
R 192 524 112.00
R 30 803 858.00
R 223 327 970.00
Rosedale WTP & Abstraction & Raw Pipeline
R 387 023 616.00
R 61 923 779.00
R 448 947 395.00
Thornhill Pumpstation, Signal Hill Pipeline & Reservoir
R 164 873 209.00
R 26 379 713.00
R 191 252 922.00
Primary Bulk
R 744 420 937.00
R 119 107 350.00
R 863 528 287.00
R 97 454 564.00
R 15 592 730.00
R 113 047 294.00
Airport Corridor & Assoc Outer Bngs
R 237 872 390.00
R 38 059 582.00
R 275 931 973.00
Libode Corridor
R 278 250 516.00
R 44 520 083.00
R 322 770 599.00
Nqadu Corridor
R 77 281 056.00
R 12 364 969.00
R 89 646 025.00
Mthatha Central Bngs & Pipe Refurbishment
Page 58
Item (Base year cost requirement 2015)
Secondary Bulk
Direct Est Cost
Indirect Est Cost
Total
(Construction)
(Fees, Geotech,
(Inc Contingenicies,
EIA, Disb Etc)
Escalation, VAT)
R 690 858 526.00
R 110 537 364.00
Total
R 801 395 891.00
R 1 664 924 178.00
The scheme development cost per household is R 16 832. Due to the size of the project, it will take
at least seven years to complete.
8.3
KSD002 WSIA: MTHATHA REGIONAL BOREHOLE DEVELOPMENT
DEMAND MODEL INTERVENTION
8.3.1
8.3.1.1
Water Demand
The KSD002 WSIA project will investigate the groundwater potential within five (5) wards to the west
of King Sabata Dalindyebo, i.e. Wards 17,18,21, 22, and 27. This project is currently still in a
planning phase. The estimated 2035 demand projections for the project footprint are 0,35Mm³ per
annum (0.95Mℓ/d).
8.3.1.2
Water Resource Consideration
The sparse population nature of the villages in the area makes ground water supply the most ideal
source of water for the community. The ORTDM is planning a borehole development project for the
area.
8.3.1.3
Water Supply Infrastructure
The envisaged infrastructure for the project includes inter alia the following:

Boreholes equipped with motorised borehole pumps;

Localised command reservoirs;

Bulk and reticulation pipelines; and

Water to be accessed from standpipes.
8.3.1.4
Financial Requirements
The cost estimate for the Mthatha Borehole Development Scheme is R 5 000 000. This estimate is
for the undertaking of detailed investigations of ground water resources in the water scheme
footprint. Currently, the water must be sourced from newly drilled boreholes from where up to
approximately 10km bulk pipelines need to be constructed. The cost per HH is R 2 976.
8.3.2
8.3.2.1
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
Water Demand
The KSD002 WSIA project will investigate the groundwater potential within five (5) wards to the west
of King Sabata Dalindyebo, i.e. Wards 17,18,21, 22, and 27. This project is currently still in a
planning phase. The estimated 2035 demand projections for the project footprint are 0,35Mm³ per
annum (0.95Mℓ/d).
Page 59
8.3.2.2
Water Resource Consideration
The sparse population nature of the villages in the area makes ground water supply the most ideal
source of water for the community. The ORTDM is planning a borehole development project for the
area.
8.3.2.3
Water Supply Infrastructure
The envisaged infrastructure for the project includes inter alia the following:

Boreholes equipped with motorised borehole pumps;

Localised command reservoirs;

Bulk and reticulation pipelines; and

Water to be accessed from standpipes.
8.3.2.4
Financial Requirements
The cost estimate for the Mthatha Borehole Development Scheme is R 1 000 000. This estimate is
for the undertaking of detailed investigations of ground water resources in the water scheme
footprint. The scheme development cost per household is R 595. Currently, the water must be
sourced from newly drilled boreholes from where up to approximately 10km bulk pipelines need to
be constructed.
8.4
8.4.1
KSD003 WSIA: MQUANDULI CORRIDOR DEVELOPMENT
DEMAND MODEL INTERVENTION
8.4.1.1.1
Water Demand
The demand of this area was based on the location of the village from the main collector roads.
Household demand is assumed to be a minimum of 100ℓ/c/d in the rural and peri-urban and 170ℓ/c/d
in the existing town areas. The villages covered under this project have a potential of being periurban in the years to come. A summer peak factor of 1,2 and distribution losses of 10% have been
included for sizing of the infrastructure.
8.4.1.1.2
Water Resource Consideration
The Mquanduli Corridor would ultimately receive potable water from the Mthatha RWSS. Potable
water supplies will be delivered to Zamukulungisa reservoir where it is envisaged that 27Mℓ/d will be
pumped to the 20Mℓ Viedgesville reservoir. The Viedgesville reservoir will feed the Mqanduli corridor
as well as 5Mℓ/day to the 10Mℓ Qweqwe reservoir. The remaining 22Mℓ is the daily supply that shall
be used to feed the Mqanduli Corridor.
8.4.1.1.3
Water Supply Infrastructure
The Mqanduli Corridor depends on the completion of the following main bulk Infrastructure projects
some of which are currently under construction and estimated to be completed by the end of 2016:

Phase 2 upgrade of the Thornhill WTP by 40Mℓ/d from 80Mℓ/d to an ultimate capacity of
120Mℓ/d;

Additional storage of 17Mℓ;

39km of primary bulk pipelines;
Page 60

339km of secondary bulk pipelines; and

2,5km of tertiary pipelines.
8.4.1.1.4
Financial Requirements
The bulk cost requirement for KSD003 WSIA is tabled below.
Direct Est
Cost
Indirect Est Cost
Additional Est
Cost
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies etc)
(Base year cost requirement
2015)
Primary Bulk
Secondary Bulk
Tertiary Bulk
Total
TOTAL
R 330 427 676
R 37 678 950
R 208 169 436
R 576 276
061
R 35 398 164
R 69 369 964
R 22 300 844
R 127 068
972
R 4 488 537
R 896 279
R 4 827 778
R 10 212 595
R 370 314 378
R 107 945 193
R 235 298 058
R 713 557
628
The scheme development cost per household is R 46 665.
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.4.2
8.4.2.1
Water Demand
The demand of this area was based on the location of the village from the main collector roads.
Household demand is assumed to 100ℓ/c/d in peri-urban and 125ℓ/c/d in the existing town areas.
The villages covered under this project have a potential of being peri-urban in the years to come. A
summer peak factor of 1,2 and distribution losses of 10% have been included for sizing of the
infrastructure.
8.4.2.2
Water Resource Consideration
The Mqanduli Corridor would ultimately receive potable water from the Zamukulungisa reservoir
where it is envisages that 27Mℓ/d will be pumped to the 20Mℓ Viedgesville reservoir. The
Viedgesville reservoir will feed the Mqanduli corridor as well as 5Mℓ/day to the 10Mℓ Qweqwe
reservoir. The remaining 22Mℓ is the daily supply that shall be used to feed the Mqanduli Corridor.
8.4.2.3
Water Supply Infrastructure
The Mqanduli Corridor depends on the completion of the following Main Bulk Infrastructure projects
that is currently under construction and estimated to be completed by the end of 2016:

Phase 2 upgrade of the Thornhill WTP (40Mℓ/d);

600mm diameter Pipeline to, and additional storage at, Zamukulungisa as the first stage of
the Mqanduli Corridor infrastructure;

Construction of 600mm diameter steel pipe from Zamukulungisa to Viedgesville reservoir;

Construction of 500mm diameter steel pipe to Mqanduli and the rest of the GRP pipes in the
area;

The 20Mℓ/d Viedgesville reservoir; and

The 10Mℓ/d Mqanduli reservoir.
Page 61
The secondary bulk would tee off from the main bulk 500mm diameter steel pipe and would range
from 50mm HDPe pipes to 400mm diameter GRP pipes with a total length of approximately
117 655m. The proposed storage reservoirs sized for a 48hr AADD are as follows:
Table 8.6 Reservoirs proposed for the Mquanduli Corridor
Reservoir size
No of Reservoirs
6Mℓ
1
3Mℓ
1
2Mℓ
2
1.5Mℓ
6
1Mℓ
4
500kℓ
11
250kℓ
1
200kℓ
6
150kℓ
5
100kℓ
7
50kℓ
2
8.4.2.4
Financial Requirements
The bulk cost requirement for KSD003 WSIA is tabled below.
Primary Bulk
Zamukulungisa Gravity Main
R 39 978 714
Mqanduli CRS Gravity main
R 107 729 361
Viedgesville Reservoir
R 38 713 397
Refurbishment at Mqanduli WTP
R 14 292 422
Secondary and Tertiary Bulk
R 4 684 733
Viedgesville rising main
R 51 302 636
Signal Hill Rising Main
R 45 660 899
Zamukulungisa Pumpstation
R 2 735 788
Kwamkhulu Pumpstarion
R 256 448
Kwamkhulu gravity main
R 29 433 993
KuGxwalibomvu village gravity main
R 5 744 436
Kwamkhulu rising main
R 3 245 606
Mqanduli CRS gravity main
R 1 738 718
Mqanduli CRS Reservoir
R 24 619 013
Kwamkhulu Reservoir
R 2 082 358
Mahlathini Reservoir
R 8 349 948
KuGxwalibomvu Reservoir
R 3 262 019
Total A:
R 200 713 894
R 183 116 595
Add Contingencies (10%)
R 20 071 389
R 18 311 660
Add CPA (8%)
R 17 662 823
R 16 114 260
R 238 448 106
R 217 542 515
R 35 526 359
R 32 411 637
Sub Total 1
Add Fees
Page 62
Primary Bulk
Sub Total 2
R 273 974 465
R 249 954 152
R 38 356 425
R 34 993 581
R 312 330 890
R 284 947 733
Add VAT (14%)
Grand Total
Secondary and Tertiary Bulk
R 597 278 623
The scheme development cost per household is R 35 704. Due to the size of the project, it will take
at least seven years to complete.
8.5
KSD004 WSIA: LUKWETHU WATER SUPPLY
DEMAND MODEL INTERVENTION
8.5.1
8.5.1.1
Water Demand
The current and future water demand was calculated based on the population figures using a daily
3
consumption of 100ℓ/c/dfor the future demand (2035). The total of 14 550m /day (14.55Mℓ/d) has
been estimated for 2035.
8.5.1.2
Water Resource Consideration
A 20Mℓ storage tank would store treated water from the Mthatha Dam and would be located around
Viedgesville Area. The construction of the proposed storage is planned and it will serve as a supply
(command) reservoir to the project area.
8.5.1.3
Water Supply Infrastructure
The following infrastructure is proposed for the Lukwethu Water Scheme:

Additional storage of 9Mℓ;

53km of primary bulk pipelines;

196km of secondary bulk pipelines; and

73km of tertiary pipelines.
Approximately 320km of pipelines of steel, uPVC and HDPE will be constructed under the project.
8.5.1.4
Financial Requirement
The bulk cost requirement for KSD004 WSIA is tabled below.
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
Primary Bulk
R 178 244 620
R 44 297 881
R 114 294 111
R 336 836 611
Secondary Bulk
R 483 922 104
R 128 176 967
R 304 870 925
R 916 969 996
Tertiary Bulk
R 147 373 044
R 42 319 349
R 92 845 018
R 282 537 411
Total
R 809 539 768
R 214 794 196
R 512 010 054
R 1 536 344 018
Page 63
The scheme development cost per household is R 78 545. Due to the size of the project, it will take
at least approximately 8 years to complete.
8.5.2
8.5.2.1
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
Water Demand
The current and future water demand was calculated based on the population figures using a daily
consumption of 60ℓ/c/d for the future demand (2041). The summer demand was calculated at 20%
3
and water losses at 10%. A total of 653,11m /day (0,65Mℓ) has been estimated.
8.5.2.2
Water Resource Consideration
A 20Mℓ storage tank would store treated water from the Mthatha Dam and would be located around
Viedgesville Area. The construction of the proposed storage is planned and it will serve as a supply
(command) reservoir to the project area.
8.5.2.3
Water Supply Infrastructure
Approximately 720km of bulk pipelines (modified PVC) and steel pipes will be constructed. HDPE
pipes were recommended for use in reticulation pipes
8.5.2.4
Financial Requirement
The bulk cost requirement for KSD004 WSIA is tabled below.
ITEMS
Preliminary & General
Balancing (service) Tanks
Command Reservoir
Bulk Main
Primary Bulk
Secondary and Tertiary Bulk
R 57 329 661
R 5 400 000
R 600 000
R 1 200 000
Secondary Mains
R 188 026 857
Reticulation Mains
R 316 858 740
Pump Station
R 950 000
Eskom Connection
R 3 000 000
Fittings and other
Sub Total A
Contigencies (10%)
Sub Total B
R 59 411 014
R 64 529 661
R 568 246 611
R 6 452 966
R 56 824 661
R 70 982 627
R 625 071 272
Professional Fees
R 97 116 446
EIA
R 2 913 493
Survey
R 4 855 822
Geohydrological Investigation
SUB TOTAL C
14% VAT
GRAND TOTAL
R 70 982 627
R 729 957 033
R 9 937 568
R 102 193 985
R 80 920 195
R 832 151 018
R 913 071 213
Page 64
The scheme development cost per household is R 46 685. Due to the size of the project, it will take
at least three years to complete.
KSD005 WSIA: COFFEE BAY RWSS
8.6
DEMAND MODEL INTERVENTION
8.6.1
8.6.1.1
Water Demand
According to the Coffee Bay Water Scheme Design Report dated 20 January 2015, the original
design brief was based on water usage of 60 ℓ/c/d for bulk infrastructure and 25 ℓ/c/d for reticulation.
However, this was revised to 125ℓ/c/d for bulk infrastructure and 60ℓ/c/d for reticulation. For this UAP
Phase 2, the total demand for the water scheme has been estimated based on a minimum of
3
100ℓ/c/d resulting in an estimated demand of 5,8Mℓ/d (2,12million m per annum).
8.6.1.2
Water Resource Consideration
The current water source is the Mthatha River Abstraction Plant and Coffee Bay Water Treatment
Plant. There is sufficient water available for abstraction. This was captured in the approved water
abstraction permit for 2 700kℓ/d. The Coffee Bay Water Treatment Plant may require upgrading to
meet the future demands of the Coffee Bay and Hole-in-the-Wall Development Nodes. A new wateruse licence would also be required.
The Coffee Bay WTP was upgraded from 900kℓ/day of potable water to 2 700kℓ/d with the plant
operating 24hrs/d. After losses from de-sludging and backwashing the current output from the Plant
is ± 2 550kℓ/day. This capacity will not meet the demand up to the year 2035.
8.6.1.3
Water Supply Infrastructure
Potable water is pumped from the existing Coffee Bay Water Treatment Plant to the existing
Xonyeni Reservoir. Water would then be pumped to three 2Mℓ Command Reservoirs from where
water would then be distributed by means of Bulk Gravity Pipelines and Bulk Reservoirs.
The following infrastructure is proposed for the Coffee Bay Water Scheme:

14Mℓ of storage reservoirs

56km of secondary bulk pipelines
8.6.1.4
Financial Requirement
The cost estimate for infrastructure is tabled below.
(Base year cost
requirement 2015)
Primary Bulk
Direct Est Cost
Indirect Est Cost
Additional Est
Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies etc)
TOTAL
R 69 498 000
R 6 324 318
R 43 783 740
R 119 606 058
Secondary Bulk
R 156 455 791
R 37 657 831
R 100 567 148
R 294 680 770
Total
R 225 953 791
R 43 982 149
R 144 350 888
R 414 286 828
The scheme development cost per household is R 62 196. Due to the size of the project, it will take
at least seven years to complete.
Page 65
8.6.2
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.6.2.1
Water Demand
The original design brief was based on water usage of 60ℓ/c/d for bulk infrastructure and 25ℓ/c/d for
reticulation. However, this was revised to 125ℓ/c/d for bulk infrastructure and 60ℓ/c/d for reticulation.
8.6.2.2
Water Resource Consideration
The current water source is the Mthatha River Abstraction Plant and Coffee Bay Water Treatment
Plant. There is sufficient water available for abstraction. This was captured in the approved water
abstraction permit for 2 700kℓ/d. The Coffee Bay Water Treatment Plant may require upgrading to
meet the future demands of the Coffee Bay and Hole-in-the-Wall Development Nodes. A new wateruse licence would also be required.
The Coffee Bay WTP was upgraded from 900kℓ/day of potable water to 2 700kℓ/d with the plant
operating 24hrs/d. After losses from de-sludging and backwashing the current output from the Plant
is ± 2 550kℓ/day. This increased capacity would meet the demand up to the year 2026 at 25ℓ/c/d
8.6.2.3
Water Supply Infrastructure
Potable water is pumped from the existing Coffee Bay Water Treatment Plant to the existing
Xonyeni Reservoir. Water would then be pumped to three 2Mℓ Command Reservoirs from where
water would then be distributed by means of Bulk Gravity Pipelines and Bulk Reservoirs.
The total length of rising mains to be installed as part of this project is approximately 11,52km,
consisting of varying pipeline diameters and classes suitably designed for operating and surge
pressures. The total lengths of bulk gravity pipelines to be installed is approximately 27,38km,
consisting of varying pipe diameters and classes ranging from 90mm diameters to 250mm
diameters. Bulk Gravity Mains will be fitted with Flow/Level control valves to control both inflow rates
and levels of Reservoirs.
Village reticulation is supplied from both the Bulk Reservoirs and Command reservoirs, suitably
positioned at elevations enabling gravity supply. The reticulation networks consist of varying pipe
diameters and classes ranging from 50mm HDPE to 315mm uPVC with a total length of
approximately 258,35km.
8.6.2.4
Financial Requirement
The final cost requirement is tabled below.
Description
Amount
Preliminary and General
R 31,127,768
Bulk Rising Mains
R 17,378,916
Bulk Gravity Mains
R 25,762,737
Bulk Reservoirs
R 27,499,624
Village Reticulations
R 78,154,923
Booster Pump Stations
R 1,327,032
Sub Total
R 181,251,000
Contingencies
R 12,602,323
Page 66
Description
Amount
CPA
R 41,550,120
Sub Total
R 235,403,443
Add 14% Value-Added Tax (Vat)
R 32,956,482
Total Construction Cost
R 268,359,925
The scheme development cost per household is R 40 282. Due to the size of the project, it will take
at least seven years to complete.
8.7
MHLO001 WSIA: UMZIMVUBU DAM DEVELOPMENT
DEMAND MODEL INTERVENTION
8.7.1
8.7.1.1
Water Demand
The design criteria used for the development of the scheme were:

Domestic water requirement – rural:
60 litres per capita per day (ℓ/c/d)

Domestic water requirement – urban:
125ℓ/c/d

Allowance for transmission losses:
10%

Allowance for Water Treatment Plant losses:
5%

Summer peak factor for bulk water supply:
1,2 x Annual Average Daily Demand
(AADD)

Bulk water transfer pipelines peak factor:
1,2 (20 hours pumping per day)

Population growth rate
1% per annum.
Based on the above design criteria and the fact that the project will extend across three DMs, the
3
3
proposed water demand for the total area is 63 000 Mm per annum in 2020 and 85 000 Mm per
annum in 2050. The total average daily water requirement for domestic purposes in the year 2050 is
3
expected to be 32,4 million m per annum.
8.7.1.2
Water Resource Consideration
The Tsitsa River system would be utilised for a multi-purpose use due to the high water resources
availability in the catchment. The consumptive uses could sustainably include, inter alia:

Potable water supply;

Irrigation; and

Hydropower.
Two dam sites are planned and are as follows:

The Ntabelanga Dam that could supply the projected 2050 potable and irrigation water
3
requirement of 60,2 million m per annum at a 98% assurance of supply from a relatively small
3
impoundment of 60,0 million m (0,15 MAR);
Page 67

The Lalini Dam that would provide additional balancing storage volume and consistent
downstream flow releases to generate significant hydropower for supply into the national grid.
8.7.1.3
Water Supply Infrastructure
The proposed Ntabelanga Dam has the following characteristics:

Full Supply Level (FSL):
947.3 m.a.s.l.

Non-Overspill Crest Level – right flank (NOCL):
953.9 m.a.s.l.

Minimum bed level in river at dam:
886.7 m.a.s.l.

Crest width:
6m

Minimum operating level (MOL):
918.00 m.a.s.l.

Emergency drawdown minimum outlet level:
907.00 m.a.s.l.

Maximum dam wall height to NOC:
66.1m

Wall crest length (incl. spillway):
407m

Spillway crest length:
150m

Gross stored volume at FSL:
490 million m³

Mean Annual Runoff at dam:
415 million m³

Storage below MOL (V50 sedimentation):
37 million m³

Surface area of lake behind dam:
31,5km

Backwater reach upstream of dam:
15,5km
2
A Water Treatment Plant (WTP) with capacity to supply the above water requirement would be
constructed close to the Ntabelanga Dam, and would be supplied with raw water by a gravity
pipeline fed from multiple draw-offs at the dam outlet works. Treated water will be transferred from
the clear water pumping stations PS1 and PS3 at the Water Treatment Plant to four primary
command reservoirs. Treated water will then be delivered to the projected 726 616 consumers
predominantly by gravity via the secondary bulk conveyance pipelines and command reservoirs that
feed the tertiary lines to villages and urban centres such as Tsolo and Mount Frere.
The bulk infrastructure required for the scheme is split operationally into four supply zones and again
into primary, secondary and tertiary infrastructure. The primary infrastructure consists of the Water
Treatment Plant (supplied with raw water from the Ntabelanga Dam), potable water pumping
stations from the treatment Plant to transfer water to primary command reservoirs, and the bulk
water pipelines delivering from this primary storage to the downstream bulk water infrastructure.
From the Water Treatment Plant (WTP), treated water would be pumped from pumping station 1
(PS1) via a rising main going north to primary command reservoir 1 which would then gravity feed
the bulk water distribution system.
A pumping station (PS2) would lift water from primary command reservoir 1 to primary command
reservoir 2 which is located at a higher elevation. From this reservoir, water would be gravity fed to
the bulk water supply system in the higher elevations of the Tsitsa valley watershed, as well as
supplying some of the neighbouring DM settlements over the watershed and reaching to the
southern outskirts of the town of Mount Frere. This is designated as supply Zone 2. Similarly on the
southern side of the river, potable water would be pumped from pumping station PS3 at the WTP to
primary command reservoir 3 from where gravity fed bulk mains would transfer water to the
settlements in Zone 3.
Page 68
A pumping station (PS4) at primary command reservoir 3 would pump water in a westerly direction
to the higher lying primary command reservoir 4, which would also deliver water by gravity in the
direction of Maclear, and to settlements in the Tsitsa River valley adjacent to the flooded area of
impoundment once the dam is constructed.
Secondary infrastructure links these primary command reservoirs to the secondary command
storage reservoirs, which then, via the tertiary lines, feed the village reservoirs located at the
settlements. The design approach is to assume the need to construct a new village reservoir at each
settlement, but some of the secondary command reservoirs are existing, albeit that some of these
storage facilities would need to be expanded to meet minimum storage requirements.
The secondary bulk water distribution system consists of the main bulk pipelines fed by gravity from
the above primary command reservoirs 1, 2, 3 and 4. The secondary systems transfer water in bulk
to secondary command reservoirs, which form the second level of strategic storage. In keeping with
the planning being undertaken by the DMs, these secondary system command storage sites
generally coincide with sites of existing reservoirs that are located at strategic high points,
8.7.1.4
Financial Requirement
The total cost for the dam development is estimated at R4,98 billlion. The scheme development cost
per household is R18 031. Due to the size of the project, DWS has indicated that the estimated
completion date is 2022.
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies etc)
(Base year cost
requirement 2015)
Primary Bulk
Secondary Bulk
Tertiary Bulk
Total
TOTAL
R 2 603 641 038
R 239 434 529
R 1 640 293 854
R 4 483 369 421
R 64 372 991
R 5 825 756
R 40 554 984
R 110 753 731
R 210 063 545
R 41 840 844
R 134 340 033
R 386 244 422
R 2 878 077 573
R 287 101 129
R 1 815 188 871
R 4 980 367 573
The scheme development cost per household is R 72 756.
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.7.2
8.7.2.1
Water Demand
The design criteria used for the development of the scheme were:

Domestic water requirement – rural:
60 litres per capita per day (ℓ/c/d)

Domestic water requirement – urban:
125ℓ/c/d

Allowance for transmission losses:
10%

Allowance for Water Treatment Plant losses:
5%

Summer peak factor for bulk water supply:
1,2 x Annual Average Daily Demand
(AADD)

Bulk water transfer pipelines peak factor:
1,2 (20 hours pumping per day)

Population growth rate
1% per annum.
Page 69
Based on the above design criteria and the fact that the project will extend across three DMs, the
3
3
proposed water demand for the total area is 63 000Mm per annum in 2020 and 85 000Mm per
annum in 2050. The total average daily water requirement for domestic purposes in the year 2050 is
3
expected to be 32.4 million m per annum.
8.7.2.2
Water Resource Consideration
The Tsitsa River system would be utilised for a multi-purpose use due to the high water resources
availability in the catchment. The consumptive uses could sustainably include, inter alia:

Potable water supply;

Irrigation; and

Hydropower.
Two dam sites are planned and are as follows:

The Ntabelanga Dam that could supply the projected 2050 potable and irrigation water
3
requirement of 60,2 million m per annum at a 98% assurance of supply from a relatively small
3
impoundment of 60,0 million m (0.15 MAR);

The Lalini Dam that would provide additional balancing storage volume and consistent
downstream flow releases to generate significant hydropower for supply into the national grid.
8.7.2.3
Water Supply Infrastructure
The proposed Ntabelanga Dam has the following characteristics:

Full Supply Level (FSL):
947.3 m.a.s.l.

Non-Overspill Crest Level – right flank (NOCL):
953.9 m.a.s.l.

Minimum bed level in river at dam:
886.7 m.a.s.l.

Crest width:
6m

Minimum operating level (MOL):
918.00 m.a.s.l.

Emergency drawdown minimum outlet level:
907.00 m.a.s.l.

Maximum dam wall height to NOC:
66.1m

Wall crest length (incl. spillway):
407m

Spillway crest length:
150m

Gross stored volume at FSL:
490 million m³

Mean Annual Runoff at dam:
415 million m³

Storage below MOL (V50 sedimentation):
37 million m³

Surface area of lake behind dam:
31,5km²

Backwater reach upstream of dam:
15,5km
A Water Treatment Plant (WTP) with capacity to supply the above water requirement would be
constructed close to the Ntabelanga Dam, and would be supplied with raw water by a gravity
pipeline fed from multiple draw-offs at the dam outlet works. Treated water will be transferred from
the clear water pumping stations PS1 and PS3 at the Water Treatment Plant to four primary
command reservoirs. Treated water will then be delivered to the projected 726 616 consumers
Page 70
predominantly by gravity via the secondary bulk conveyance pipelines and command reservoirsthat
feed the tertiary lines to villages and urban centres such as Tsolo and Mount Frere.
The bulk infrastructure required for the scheme is split operationally into four supply zones and again
into primary, secondary and tertiary infrastructure. The primary infrastructure consists of the Water
Treatment Plant (supplied with raw water from the Ntabelanga Dam), potable water pumping
stations from the treatment Plant to transfer water to primary command reservoirs, and the bulk
water pipelines delivering from this primary storage to the downstream bulk water infrastructure.
From the Water Treatment Plant (WTP), treated water would be pumped from pumping station 1
(PS1) via a rising main going north to primary command reservoir 1 which would then gravity feed
the bulk water distribution system.
A pumping station (PS2) would lift water from primary command reservoir 1 to primary command
reservoir 2 which is located at a higher elevation. From this reservoir, water would be gravity fed to
the bulk water supply system in the higher elevations of the Tsitsa valley watershed, as well as
supplying some of the neighbouring DM settlements over the watershed and reaching to the
southern outskirts of the town of Mount Frere. This is designated as supply Zone 2. Similarly on the
southern side of the river, potable water would be pumped from pumping station PS3 at the WTP to
primary command reservoir 3 from where gravity fed bulk mains would transfer water to the
settlements in Zone 3.
A pumping station (PS4) at primary command reservoir 3 would pump water in a westerly direction
to the higher lying primary command reservoir 4, which would also deliver water by gravity in the
direction of Maclear, and to settlements in the Tsitsa River valley adjacent to the flooded area of
impoundment once the dam is constructed.
Secondary infrastructure links these primary command reservoirs to the secondary command
storage reservoirs, which then, via the tertiary lines, feed the village reservoirs located at the
settlements. The design approach is to assume the need to construct a new village reservoir at each
settlement, but some of the secondary command reservoirs are existing, albeit that some of these
storage facilities would need to be expanded to meet minimum storage requirements.
The secondary bulk water distribution system consists of the main bulk pipelines fed by gravity from
the above primary command reservoirs 1, 2, 3 and 4. The secondary systems transfer water in bulk
to secondary command reservoirs, which form the second level of strategic storage. In keeping with
the planning being undertaken by the DMs, these secondary system command storage sites
generally coincide with sites of existing reservoirs that are located at strategic high points,
Pipelines range in size from 50mm diameter to 900mm diameter. The materials chosen for pipelines
are High Density Polyethylene (HDPE) for the smallest pipelines, Polyvinylchloride (PVC) for the
range from 75mm to 355mm, and steel pipelines for all high pressure, above ground, pumping
applications, and for sizes greater than 355mm.
3
3
The proposed reservoirs range in capacity from 10m to 750m in the respective secondary and
3
tertiary systems with the command reservoirs in the primary system being in the order of 2 500m to
3
33 000m . The proposed reservoir construction materials range from pressed steel tanks for
capacities less than 500m³, modular pre-fabricated systems for the medium sized reservoirs, and
3
conventional reinforced concrete reservoirs for the capacities greater than 2 000m .
Page 71
8.7.2.4
Financial Requirement
The total cost for the dam development is estimated at R 12,3 billlion. The scheme development
cost per household is R 179 685. Due to the size of the project, it will take at least seven years to
complete although the DWS has indicated that the estimated completion date is 2022.
Item
Cost
Primary Bulk
Ntanelanga Dam and associated works
R 1 846 000 000
Ntabelanga WTP
R 1 027 000 000
Bulk Rising Mains
R 581 511 498
Lalini Dam and hydro power scheme
R 3 686 000 000
Primary Total
R 7 140 511 498
Secondary Bulk
Bulk Distribution
R 3 664 488 502
Secondary Total
R 3 664 488 502
Ntabelanga irrigation
R 975 000 000
Other
R 550 000 000
Reticulation Total
R 1 525 000 000
Total
R 12 330 000 000
The scheme development cost per household is R 179 685.
8.8
NQH001 WSIA: NGQUZA HILL RBWSS
8.8.1
8.8.1.1
DEMAND MODEL INTERVENTION
Water Demand
According to ORTDM planning, water demand was derived with the assumption that the water
consumption would start at 25ℓ/c/d gradually increase over the 30-year planning horizon to
eventually reach 75ℓ/c/d. This scenario leads to an ultimate demand of 19,02Mℓ/d. A population
growth of 0% was used. The water demand is shown in Table 8.8: Demand Scenario below.
Table 8.7: ORTDM Planning Demand Scenarios
Zone
Year
2008
2013
2018
2023
2028
2033
2038
Zone 1
1,56
1,63
1,81
2,09
2,54
3,09
3,91
Zone 2
1,49
1,56
1,73
2,00
2,43
2,96
3,74
Zone 3
1,21
1,26
1,40
1,62
1,97
2,39
3,02
Zone 4
1,44
1,51
1,68
1,94
2,36
2,87
3,62
Zone 5
1,88
1,97
2,19
2,52
3,07
3,74
4,72
TOTAL DEMAND
(Mℓ/d)
7,58
7,93
8,82
10,17
12,37
15,05
19,02
Page 72
In terms of this UAP Phase 2 Reconciliation Strategy Report the projected 2035 demand is 46,8Mℓ/d
which is more than double the ORTDM projected demand. The cause of the variance is mainly due
to the use of a 0% population growth rate and the lower per capita demand by ORTDM.
8.8.1.2
Water Resources Considered
The two major rivers flowing through this catchment are the Mzintlavana and its tributary the
Mbandana River. A possible resource development site is the Mzintlavana Dam. With a proposed
610m long, 30m high dam wall with a Full Supply Level (FSL) of 900m this site is ideally positioned
to supply the whole of the Ngquza hill.
8.8.1.3
Water Supply Infrastructure
Water would be sourced from a new dam to be constructed on the Nxuzi River, about 2km upstream
of the confluence with the Mzintlava River as well as from the surplus capacity from the new Zalu
River Dam and the upgraded Water Treatment Plant adjacent to Xura River. This regional scheme
would involve treatment at a new WTP before pumping through a bulk distribution network to
secondary bulk reservoirs in various supply zones envisaged. The project proposed 14 supply
zones. The bulk supply would arrive in each zone through a bulk pipeline from the new Regional
Reservoir located at Lutshampuphu.
8.8.1.4
Financial Implication
The proposed cost is R 5,1 billion broken down in detail in the table hereunder.
(Base year cost requirement
2015)
Primary Bulk
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
R 1 259 910 263
R 199 002 637
R 793 743 466
R 2 252 656 367
Secondary Bulk
R 597 196 169
R 140 167 011
R 376 233 586
R 1 113 596 766
Tertiary Bulk
R 890 525 797
R 266 431 363
R 563 031 252
R 1 719 988 412
R 2 747 632 229
R 605 601 012
R 1 733 008 304
R 5 086 241 545
Total
The scheme development cost per household is R 88 935. Due to the size of the project, it will take
at least ten years to complete.
8.8.2
8.8.2.1
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
Water Demand
The demand was derived with the assumption that the water consumption would start at 25ℓ/c/d
gradually increase over the 30 year planning horizon to eventually reach 75ℓ/c/d. This scenario leads
to an ultimate demand of 19,02Mℓ/d. A population growth of 0% was used. The water demand is
shown in Table 8.8: Demand Scenario below.
Table 8.8: Demand Scenario
Year
Zone
2008
2013
2018
2023
2028
2033
2038
Zone 1
1,56
1,63
1,81
2,09
2,54
3,09
3,91
Zone 2
1,49
1,56
1,73
2,00
2,43
2,96
3,74
Page 73
Year
Zone
2008
2013
2018
2023
2028
2033
2038
Zone 3
1,21
1,26
1,40
1,62
1,97
2,39
3,02
Zone 4
1,44
1,51
1,68
1,94
2,36
2,87
3,62
Zone 5
1,88
1,97
2,19
2,52
3,07
3,74
4,72
TOTAL DEMAND
(Mℓ/d)
7,58
7,93
8,82
10,17
12,37
15,05
19,02
8.8.2.2
Water Resources Considered
The two major rivers flowing through this catchment are the Mzintlavana and its tributary the
Mbandana River. A possible resource development site is the Mzintlavana Dam. With a proposed
610m long, 30m high dam wall with a Full Supply Level (FSL) of 900m this site is ideally positioned
to supply the whole of the Ngquza hill.
8.8.2.3
Water Supply Infrastructure
Water would be sourced from a new dam to be constructed on the Nxuzi River, about 2km upstream
of the confluence with the Mzintlava River as well as from the surplus capacity from the new Zalu
River Dam and the upgraded Water Treatment Plant adjacent to Xura River. This regional scheme
would involve treatment at a new WTP before pumping through a bulk distribution network to
secondary bulk reservoirs in various supply zones envisaged. The project proposed 14 supply
zones. The bulk supply would arrive in each zone through a bulk pipeline from the new Regional
Reservoir located at Lutshampuphu.
8.8.2.4
Financial Implication
The proposed cost is tabled below.
Item
Cost
Primary Bulk
Raw Water Abstraction and Storage Dam
R 70 000 000
Mzintlava WTP
R 45 000 000
Bulk Rising Mains
R 22 775 000
Bulk Storage
R 36 927 223
Bulk Pump Stations
R 14 000 000
Primary Total
R 188 702 223
Secondary Bulk
Bulk Distribution Storage
R 27 695 417
Bulk Distribution Network
R 115 625 000
Crossings
R 4 825 000
Secondary Total
R 148 145 417
Reticulation
R 283 900 000
Consumer Standpipes
R 12 000 000
Reticulation Total
R 295 900 000
Total
R 632 747 640
Page 74
The scheme development cost per household is R 11 064. Due to the size of the project, it will take
at least seven years to complete.
8.9
NQH002 WSIA: MSIKABA BULK REGIONAL WATER SUPPLY SCHEME
8.9.1
8.9.1.1
DEMAND MODEL INTERVENTION
Water Demand
The capacity of the proposed sources must be sufficient to supply the long-term demand, and
should therefore be able to supply 100ℓ/c/d of the present population, with a minimum of 48-hour
3
storage capacity. The projected 2035 water requirements are 3,4 million m per annum.
8.9.1.2
Water Resource Consideration
The Msikaba River has been identified as the most preferred source.
8.9.1.3
Water Supply Infrastructure
Raw water from the Msikaba river would be treated within the Thombo WTP. Raw water and clear
water reservoirs would be constructed near the treatment plant. Command reservoirs would be
strategically placed to gravity feed zone storage reservoirs at different zones. A 4Mℓ command
concrete reservoir is envisaged to be used. Water would be pumped from the source into the main
storage reservoir, from which it would gravitate to the five zonal reservoirs. Approximately 290km of
bulk supply pipelines, ranging from 50mm to 315mm in diameter would be installed.
8.9.1.4
Financial implication
The total estimated project cost is R1,4 billion as detailed in the table below.
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies etc)
TOTAL
Primary Bulk
R 451 053 869
R 66 998 059
R 284 163 938
R 802 215 866
Secondary Bulk
R 351 400 557
R 62 807 833
R 223 382 351
R 637 590 740
R0
R0
0
0
R 802 454 426
R 129 805 892
R 507 546 289
R 1 439 806 607
Tertiary Bulk
Total
The scheme development cost per household is R 117 669. Due to the size of the project, it will take
at least seven years to complete.
8.9.2
8.9.2.1
EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
Water Demand
The capacity of the proposed sources must be sufficient to supply the long-term demand, and
should therefore be able to supply 60ℓ/c/d of the present population, with a minimum of 48-hour
storage capacity. Allowance will be made for water losses that should be allowable at 10%, summer
peak demands and downtime. The estimated summer peak demand for the proposed scheme is
4,8Mℓ/day. A population growth of 0% was used.
Page 75
8.9.3
WATER RESOURCE CONSIDERATION
The Msikaba River has been identified as the most preferred source.
8.9.3.1
Water Supply Infrastructure
Raw water from the Msikaba river would be treated within the Thombo WTP. Raw water and clear
water reservoirs would be constructed near the treatment plant. Command reservoirs would be
strategically placed to gravity feed zone storage reservoirs at different zones. A 4Mℓ command
concrete reservoir is envisaged to be used. Water would be pumped from the source into the main
storage reservoir, from which it would gravitate to the five zonal reservoirs. A total of five (5)
concrete reservoirs, ranging from 350kℓ to 1,25Mℓ are proposed in five supply zones. Approximately
220km of bulk supply pipelines, ranging from 50mm to 315mm in diameter would be installed. The
bulk supply pipelines will be designed to convey the summer daily demand. Twenty-eight (28)
concrete service reservoirs, ranging from 30kℓ to 750kℓ are proposed. These reservoirs will be
gravity fed from zonal supply reservoirs.
8.9.3.2
Financial Implication
The total estimated project cost is R 606 330 000 and detailed below.
Item
Amount
P&Gs @ 10%
Contingencies
@ 10%
Estimated
Amount
Primary Main
Source Development
R 35 999 250.00
R 39 599 175.00
R 3 959 917.50
R 43 559 092.50
Bulk Supply Primary
R 25 200 000.00
R 27 720 000.00
R 2 772 000.00
R 30 492 000.00
Command Reservoirs
R 15 994 382.00
R 17 593 820.20
R 1 759 382.02
R 19 353 202.22
Raw water abstraction
Off-channel storage
WTP upgrade
R 93 404 294.72
Secondary Main
Zone Command Reservoirs
R 69 938 391.00
R 76 932 230.10
R 7 693 223.01
R 84 625 453.11
R 8 044 666.00
R 8 849 132.60
R 884 913.26
R 9 734 045.86
R 94 359 498.97
Tertiary Main
R 46 140 549.00
R 50 754 603.90
R 5 075 460.39
R 55 830 064.29
Village Reservoirs
R 11 908 840.00
R 13 099 724.00
R 1 309 972.40
R 14 409 696.40
R 70 239 760.69
Village Internal Reticulation
R 93 975 000.00
R 103 372 500.00
R 10 337 250.00
R 113 709 750.00
Access Roads
R 35 700 000.00
R 39 270 000.00
R 43 197 000.00
R 47 516 700.00
Professional Fees
R 112 638 243.87
R 112 638 243.87
Total A
R 531 868 248.25
Grand Total
R 606 329 803.01
The scheme development cost per household is R 49 553. Due to the size of the project, it will take
at least seven years to complete.
Page 76
8.10 NYA001 WSIA: SECOND FALLS BULK WATER SUPPLY
8.10.1 DEMAND MODEL INTERVENTION
8.10.1.1 Water Demand
The water demand of this area for all the villages was calculated at an AADD of 100ℓ/c/d. The
3
resultant demand from the supply area is 8,2Mℓ/d (3,01 million m per annum).
8.10.1.2 Water Resource Consideration
The source of raw water supplies shall be the Mthatha River. There will be an abstraction point
below the Eskom Hydropower station at Second Falls Abstraction Point. This abstraction will enable
approximately 8,5Mℓ/d to be abstracted from the Mthatha River. The water will then be pumped to a
new 9Mℓ/d capacity Water Treatment Plant that would be situated close to the Eskom Hydropower
station.
8.10.1.3 Water Supply Infrastructure
From the Second Falls WTP, 9Mℓ/d will be pumped to a 3Mℓ command reservoir at Kundlunkulu at
an elevation of 660 m.a.s.l from where it will be distributed to the Second Falls villages. The
infrastructure to be provided will included the following:

River abstraction works on the Mthatha River

9Mℓ/d Water Treatment Plant

Storage reservoirs with a combined capacity of 13Mℓ

85km of primary bulk pipelines

140km of secondary bulk pipelines
The pipes of the Second Falls Corridor will range from 50mm HDPE pipes to 300mm diameter. The
storage for the Second Falls Corridor is sized for a 48hr AADD (pumped storage requirements). All
the villages shall be provided with 48hr storage, although not necessarily in the local reservoir, they
are balanced with other storages along their route.
8.10.1.4 Financial Requirements
The proposed cost for this development is R 1 135 billion. A feasibility study for the project is
currently underway and has been budgeted to the value of R8 milllion. The scheme development
cost per household is R 49 553. Due to the size of the project, it will take at least seven years to
complete.
Page 77
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
Primary Bulk
R 289 698 277
R 42 948 508
R 182 509 914
R 515 156 700
Secondary Bulk
R 343 227 649
R 58 551 776
R 218 233 419
R 620 012 845
R0
R0
R0
R0
R 632 925 926
R 101 500 284
R 400 743 334
R 1 135 169 544
Tertiary Bulk
Total
The scheme development cost per household is R 102 972.
8.10.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.10.2.1 Water Demand
The demand was based on the location of the village from the main collector roads. Potential
urbanized areas were identified and given the ultimate AADD of 100ℓ/c/d. Villages that are close to
towns or have easy access to the main roads were seen as places that will potentially develop to
peri-urban villages, were given an AADD of 90ℓ/c/d. Villages that are far from the main roads and
towns are rural and given 60ℓ/c/d AADD.
The demand analysis for this project assumed 60ℓ/c/d with an increase of 1% over a 30-year
planning horizon. The projected ultimate 30-year Annual Average Daily Demand (AADD) is assumed
to be approximately 7Mℓ/d.. The demands are summarized in Table 8.9: Estimated Water Demand.
Table 8.9: Estimated Water Demand
Demand : 60/ℓc/d with 1% Growth & 20% Losses (AADD) (Mℓ/d)
Year
2014
2019
2024
2029
2034
2039
2044
Ward 22
1,19
1,25
1,32
1,38
1,45
1,53
1,61
Ward 23
0,94
0,99
1,04
1,09
1,15
1,21
1,27
Ward 24
0,77
0,81
0,85
0,89
0,94
0,98
1,03
Ward 25
0,59
0,62
0,65
0,69
0,72
0,76
0,80
Ward 26
0,77
0,80
0,85
0,89
0,93
0,98
1,03
Ward 28
0,85
0,90
0,94
0,99
1,04
1,10
1,16
Total Demand
5,11
5,37
5,65
5,93
6,23
6,56
6,90
8.10.2.2 Water Resource Consideration
There will be an abstraction point below the Eskom Hydropower station at Second Falls Abstraction
Point. This abstraction will enable approximately 6Mℓ/d to be abstracted from the Mthatha River. The
water will be pumped to a new 6Mℓ/d capacity Water Treatment Plant that would be situated close to
the Eskom Hydropower works.
8.10.2.3 Water Supply Infrastructure
From the Second Falls WTP, 6Mℓ/d will be pumped to a 3Mℓ command reservoir at Kundlunkulu at
an elevation of 660 masl from where it will be distributed to the Second Falls villages. The pipes of
the Second Falls Corridor range from 50mm HDPe pipes to 400mm diameter GRP pipes with a total
length of approximately 90km. The storage for the Second Falls Corridor is sized for a 48hr AADD
Page 78
(pumped storage requirements). All the villages are provided with 48hr storage, although not
necessarily in the local reservoir, they are balanced with other storages along their route. The local
storage is sized for a minimum of 24hrs and based on standard reservoir sizes the reservoirs at
times have an additional storage that adds towards the required 48hr storage. Reservoirs that have
water being pumped to them have been given a local 48hr storage and the exchange reservoirs
keep an additional 4hr pumping storage for the pumping exchange storage.
8.10.2.4 Financial Requirements
The proposed cost for this development is R 1 034 billion. A feasibility study is currently underway to
the value of R8 milllion. The scheme development cost per household is R 49 553. Due to the size
of the project, it will take at least seven years to complete.
Secondary Bulk Item
Cost
Pipe Lines (90km)
R 106 128 521.08
Reservoirs (23)
R 97 757 441.16
Pump Stations
R 2 795 000.00
R 206 680 962.24
P&G @ 15%
R 31 002 144.33
R 237 683 106.57
Contingencies @ 10%
R 23 768 310.66
Sub Total
R 261 451 417.23
Escalation 2 8%
R 20 916 113.38
Professional fees
R 35 652 465.98
Sub Total
R 318 019 996.59
Vat @ 14%
R 44 522 799.52
Total
R 362 542 796.11
8.11 NYA002 WSIA: TOMBO RWSS
8.11.1 DEMAND MODEL INTERVENTION
8.11.1.1 Water Demand
The original scheme was designed for a basic supply of 60ℓ/c/d. Bulk supply pipelines was designed
for the summer daily demand of 75ℓ/c/d. Allowance was made for water losses, summer peak
demands and downtime. However, the demand model used in this study indicated that the 2035
water demand would be 4,1Mℓ/d and is based on a scheme design capacity of a basic supply of
100ℓ/c/d.
8.11.1.2 Water Resource Consideration
The main raw water source is the Mzimvubu river from where the water is treated at the existing
2,5Mℓ Tombo WTP.
Page 79
8.11.1.3 Water Supply Infrastructure
The existing Tombo WTP would need to be upgraded to 5Mℓ/day to meet the 2035 water demand,
an increase of 2,5Mℓ/d. Water would be stored at a command reservoir from where it will be
distributed to the service reservoirs. The upgrade of infrastructure includes the following:

Upgrade of the WTP by an additional 2Mℓ/d;

Construction of storage reservoirs with a combined capacity of 6Mℓ; and

Construction of approximately 6km of primary bulk pipelines and 80km of secondary and
tertiary pipelines.
8.11.1.4 Financial Requirements
The cost estimate for the required upgrade works to meet the 2035 demand amounts to
R 366,4 million and is detailed in the table below.
Direct Est
Cost
Indirect Est Cost
Additional
Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
(Base year cost requirement 2015)
Primary Bulk
Secondary Bulk
Tertiary Bulk
Total
TOTAL
R 29 088 467
R 3 817 825
R 18 325 734
R 51 232 026
R 109 940 664
R 18 980 534
R 69 262 619
R 198 183 817
R 12 547 911
R 62 839 522
R 41 588 899
R 116 976 332
R 151 577 043
R 85 637 881
R 129 177 252
R 366 392 175
The scheme development cost per household is R 56 585. Due to the size of the project, it will take
at least eight years to complete.
8.11.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.11.2.1 Water Demand
The original scheme was designed for a basic supply of 60 ℓ/c/d. Bulk supply pipelines was designed
for the summer daily demand of 75ℓ/c/d. Allowance was made for water losses, summer peak
demands and downtime. However, the demand model used in this study indicated that the 2035
water demand would be 3,2Mℓ/d and is based on a scheme design capacity of a basic supply of
100ℓ/c/d.
8.11.2.2 Water Resource Consideration
The main water source is the Mzimvubu river from where the water is treated by the existing 2,5Mℓ
Tombo WTP.
8.11.2.3 Water Supply Infrastructure
The existing Tombo WTP would need to be eventually upgraded to 3,5Mℓ/d to meet the 2035 water
demand, an increase of 1Mℓ/d. Water would be stored within one (1) 2Mℓ/d command reservoir from
where it will be distributed to 23 service reservoirs ranging from 100kℓ to 500kℓ. The proposed bulk
supply pipelines of 88km would range from 50mm to 500mm in diameter.
Page 80
8.11.2.4 Financial Requirements
The cost estimate for the required upgrade works to meet the 2035 demand amounts to
R72.2 million and is tabled overleaf.
Corridor
Tombo RWSS
Direct Est Cost
Indirect Est Cost
Total
(Construction)
(Fees, Geotech,
(Inc Contingencies,
EIA, Disb Etc)
Escalation, VAT)
R 37 907 058
R 34 341 267
R 72 248 325
The scheme development cost per household is R 11 158. Due to the size of the project, it will take
at least seven years to complete.
8.12 NYA003 WSIA: NGQELENI RWSS
8.12.1 DEMAND MODEL INTERVENTION
8.12.2 WATER DEMAND
According to ORTDM planning, the demand analysis was carried out with the assumption of 60ℓ/c/d
with an increase of 1% over a 20-year planning horizon. The projected ultimate 20-year (2024)
Annual Average Daily Demand (AADD) is assumed to be 2,75Mℓ/d. In terms of this UAP Phase 2,
the projected 2035 demand based on a minimum per capita demand of 100 litres is 8,65Mℓ/d.
8.12.3 WATER RESOURCE CONSIDERATION
Water would be sourced from two different sources, e.g. the Lalini reservoir and the Second Falls
Abstraction. Both are fed from the Mthatha river. In the case of the Second Falls Abstraction, a water
use application for 6Mℓ/d is currently under consideration along the Mthatha River downstream of
the Second Falls Eskom Power Station to supply a wider area, possibly including wards 13, 14 and
21 and other parts of Nyandeni Local Municipality too.
Water will be pumped from the Lalini reservoir (7,4Mℓ capacity) to the 500kℓ Mdoni reservoir. From
the Mdoni reservoir water would be pumped to the 10Mℓ Polini reservoir from where it will continue
to gravitate to the Ngqeleni reservoir. The corridor of Ngqeleni would be fed from the reservoirs and
tee off from the gravity line.
8.12.4 WATER SUPPLY INFRASTRUCTURE
The current Eskom Second Falls abstraction works would be the water source. Water would be
abstracted from the Mthatha River downstream of the Eskom weir. Water will be treated close to the
abstraction point (elevation 530m) and then pumped for about 3 700m over a 300m head to a
Command Reservoir at elevation 850m. The infrastructure to be provided will thus include the
construction of an abstraction facility, treatment Plant and storage and pump station at Second Falls.
From this point it will be necessary to pump water to a Command Reservoir at elevation 850m. From
the Command Reservoir it will be possible to gravitate to distribution reservoirs in each ward
including.
Page 81
8.12.5 FINANCIAL REQUIREMENT
The proposed scheme development cost is R 875 045 822 broken down as detailed in the table
overleaf.
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
Primary Bulk
R 149 724 325
R 20 454 429
R 94 326 325
R 264 505 078
Secondary Bulk
R 331 911 173
R 54 790 171
R 209 104 039
R 595 805 383
R 7 059 834
R 1 227 832
R 6 447 695
R 14 735 361
R 488 695 332
R 76 472 431
R 309 878 059
R 875 045 822
Tertiary Bulk
Total
The scheme development cost per household is R 72 708. Due to the size of the project, it will take
at least nine years to complete
8.12.6 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.12.6.1 Water Demand
The demand analysis was carried out with the assumption of 60ℓ/c/d with an increase of 1% over a
30-year planning horizon. The projected ultimate 30-year Annual Average Daily Demand (AADD) is
assumed to be 3Mℓ/d. The demands are summarized in Table 8.10: Estimated Water Demand
below.
Table 8.10: Estimated Water Demand
Demand : 60ℓ/c/d with 1% Growth & 20% Losses (AADD) (Mℓ/d)
Year
2014
2019
2024
2029
2034
2039
2044
Nyandeni Villages
Ward 13
0,71
0,74
0,78
0,82
0,86
0,91
0,95
Ward 14
1,00
1,05
1,11
1,16
1,22
1,28
1,35
Ward 21
0,55
0,58
0,61
0,64
0,67
0,71
0,74
Total Demand
2,26
2,37
2,50
2,62
2,75
2,90
3,04
8.12.6.2 Water Resource Consideration
Water would be sourced from two different sources, e.g. the Lalini reservoir and the Second Falls
Abstraction. Both are fed from the Mthatha river. In the case of the Second Falls Abstraction, a water
use application for 6Mℓ/d is currently under consideration along the Mthatha River downstream of
the Second Falls Eskom Power Station to supply a wider area, possibly including wards 13, 14 and
21 and other parts of Nyandeni Local Municipality too.
Water will be pumped from the Lalini reservoir (7,4Mℓ capacity) to the 500kℓ Mdoni reservoir. From
the Mdoni reservoir water would be pumped to the 10Mℓ Polini reservoir from where it will continue
to gravitate to the Ngqeleni reservoir. The corridor of Ngqeleni would be fed from the reservoirs and
tee off from the gravity line.
Page 82
8.12.6.3 Water Supply Infrastructure
The current Eskom Second Falls abstraction works would be the water source. Water would be
abstracted from the Mthatha River downstream of the Eskom weir. Water will be treated close to the
abstraction point (elevation 530m) and then pumped for about 3 700m over a 300m head to a
Command Reservoir at elevation 850m. It will also include the construction of an abstraction facility,
treatment Plant and storage and pump station at Second Falls at elevation. From this point it will be
necessary to pump water to a Command Reservoir (24 hrs storage) at elevation 850m. From the
Command Reservoir it will be possible to gravitate to distribution reservoirs in each ward including
Ward 14 and 21 Reservoirs. This option can also supplement supply to the Ngqeleni Corridor.
The Ngqeleni Corridor depends on the completion of the following Main Bulk Infrastructure projects:

Constructing a new 50Mℓ/d waterworks (Rosedale);

Construction of a 400mm diameter line to Lalini;

Construction of a 1Mℓ exchange reservoir and pump station at Lalini;

Construction of two 300mm diameter rising mains to Mdoni and Polini;

Construction of a 300mm diameter gravity main to Ngqeleni; and

Construction of Mdoni (500kℓ), Polini (10Mℓ) and Ngqeleni (Mℓ) Reservoirs.
The pipes of the Ngqeleni Corridor range from 63mm HDPe pipes to 250mm diameter GRP pipes
with a total length of approximately 33km. The storage for the Ngqeleni Corridor is sized for a
48hr AADD (Pumped storage requirements). All the villages are provided with 48hr storage,
although not necessarily in the local reservoir, they are balanced with other storages along
their route. Approximately 9 reservoirs are planned.
8.12.6.4 Financial Requirement
The proposed scheme development cost is R 431 456 336. The scheme development cost per
household is R 35 850. Due to the size of the project, it will take at least seven years to complete.
Secondary Bulk Item
Amount
Pipe Lines (90km)
R 18 232 451.89
Reservoirs (23)
R 41 468 537.32
Pump Stations
R 935 000.00
R 60 635 989.21
P&G @ 15%
R 9 095 398.38
R 69 731 387.59
Contingencies @ 10%
R 6 973 138.76
Sub Total
R 76 704 526.35
Escalation 2 8%
R 6 136 362.11
Professional fees
R 10 459 708.14
Sub Total
R 93 300 596.60
Vat @ 14%
R 13 062 083.52
Total
R 106 362 680.12
Page 83
8.13 NYA004 WSIA: CIBENI-NTLAMBENI RWSS
8.13.1 DEMAND MODEL INTERVENTION
8.13.1.1 Water Demand
The demand analysis was carried out with the assumption of 100ℓ/c/d and the resultant 2035
3
demand is 13,7Mℓ/d (4,98 million m per annum). This is an increase of 168% over a 20-year period
when compared to the 5,1Mℓ/d 2015 demand.
8.13.1.2 Water Resource Consideration
The source would be the Mzimvubu River which is has not been largely utilized for water supply
3
purposes. The yield of the river is quoted as 2 987Mm per annum.
8.13.1.3 Water Supply Infrastructure
A command reservoir will be positioned strategically to gravity feed zonal storage reservoirs, which
will in turn supply different zones. Water will be pumped from the treatment plant into the main
command reservoir, from which it will gravitate to the zonal reservoirs. The proposed infrastructure
includes the following:

Abstraction works on the Mzimvubu River;

A 14Mℓ/d Mngazana WTP upgrade;

Storage reservoirs with a combined capacity of 28Mℓ;

Secondary bulk pipelines; and

Tertiary pipelines with a combined capacity of 292km.
8.13.1.4 Financial requirement
The proposed project cost is estimated at R 1 770 billion and tabled below.
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
Primary Bulk
R 110 781 600
R 10 081 126
R 69 792 408
R 190 655 134
Secondary Bulk
R 292 340 560
R 40 652 279
R 184 174 553
R 517 167 392
Tertiary Bulk
R 589 492 177
R 110 621 456
R 373 380 071
R 1 073 493 704
Total
R 992 614 337
R 161 354 861
R 627 347 032
R 1 781 316 230
The scheme development cost per household is R 92 820. Due to the size of the project, it will take
at least ten years to complete.
Page 84
8.13.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.13.2.1.1 Water Demand
The demand analysis was carried out with the assumption of 60ℓ/c/d with an increase of 1% over a
30-year planning horizon. The projected summer peak demand for the proposed scheme is
14,08Mℓ/d.
8.13.2.2 Water Resource Consideration
The source would be the Mzimvubu River which is has not been largely utilized for water supply
3
purposes. The yield of the river is quoted as 2 987Mm per annum.
8.13.2.3 Water Supply Infrastructure
A command reservoir will be positioned strategically to gravity feed zonal storage reservoirs, which
will in turn supply different zones. Water will be pumped from the treatment plant into the main
command reservoir, from which it will gravitate to the zonal reservoirs. Ten (10) zone concrete
reservoirs, ranging from 500kℓ to 1,65Mℓ are proposed in ten supply zones. The proposed works
would require the installation of approximately 610km of bulk supply pipelines, ranging from 50mm
to 500mm in diameter. The bulk supply pipelines would be designed to convey the summer daily
demand. 160 concrete service reservoirs, ranging from 30kℓ to 500kℓ are proposed. These
reservoirs will be gravity feed from zonal reservoirs.
8.13.2.4 Financial requirement
The proposed project cost is estimated at R 1 246 million and tabled below.
Item
Amount
P&Gs @ 10%
Contingencies @
10%
Estimated Amount
Primary Main
R 15 994 382.00
R 17 593 820.20
R 1 759 382.02
R 19 353 202.22
R 168 363 262.69
R 185 199 588.96
R 18 519 958.90
R 203 719 547.85
R 15 654 486.00
R 17 219 934.60
R 1 721 993.46
R 18 941 928.06
R 171 186 091.00
R 188 304 700.10
R 18 830 470.01
R 207 135 170.11
R 50 340 946.00
R 55 375 040.60
R 5 537 504.06
R 60 912 544.66
Village Internal Reticulation
R 208 851 250.00
R 229 736 375.00
R 22 973 637.50
R 252 710 012.50
Access Roads
R 184 800 000.00
R 203 280 000.00
R 20 328 000.00
R 223 608 000.00
Professional Fees
R 106 815 202.49
Command Reservoirs
Secondary Main
Zone Command Reservoirs
Tertiary Main
Village Reservoirs
R 106 815 202.49
Total excl VAT
R 1 093 195 607.89
Grand Total
R 1 246 242 993.00
The scheme development cost per household is R 64 939. Due to the size of the project, it will take
at least seven years to complete.
Page 85
8.14 PSJ001 WSIA: PORT ST JOHNS RWSS
8.14.1 DEMAND MODEL INTERVENTION
8.14.1.1 Water Demand
The scheme will supply mainly rural communities hence the demand is not expected to exceed
100ℓ/c/d.
8.14.1.2 Water Resource Consideration
The scheme is based on surface water abstraction from run-of-river flow in the Mngazi River. The
scheme serves 17 villages under the administration areas of Tombo, Gomolo, Mawosheni and
Swazini.
8.14.1.3 Water Supply Infrastructure
The scheme was commissioned in 2000 and consisted of the following:

River abstraction from Mngazi River and raw water pumping main;

Water Treatment Plant with a capacity of 2Mℓ/d;

The two CURO model 65/80 LTF pumps powered by 65/75kW 2 pole motors. This system
has a capacity of 20ℓ/s;
Clear water pumping main to a main reservoir of 340kℓ capacity. The rising main is 150mm

diameter steel and is protected by a Bermad surge anticipating valve installed in the pump
house;

Gravity bulk mains of a total length of about 54km supplying 23 reservoirs; and

About 55km of internal reticulation and 236 communal standpipes.
The upgrade works required to meet the projected 2035 demand include upgrading of the
abstraction works, Water Treatment Plant and storage reservoirs with construction of
reticulation/tertiary pipelines.
8.14.1.4 Financial Requirement
The cost estimate to upgrade the works to meet the 2035 demand amounts to R 116,7 million and is
tabled below.
(Base year cost requirement
2015)
Direct Est Cost
Indirect Est Cost
Additional Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
TOTAL
Primary Bulk
R 20 968 800
R 1 908 161
R 11 427 996
R 34 304 957
Secondary Bulk
R 15 029 533
R 1 367 688
R 8 191 096
R 24 588 317
Tertiary Bulk
R 29 219 415
R 10 639 725
R 17 924 581
R 57 783 722
Total
R 65 217 749
R 13 915 574
R 37 543 673
R 116 676 995
The scheme development cost per household is R 26 553. Due to the size of the project, it will take
at least seven years to complete.
Page 86
8.14.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.14.2.1 Water Demand
The scheme will supply mainly rural communities hence the demand is not expected to exceed
100ℓ/c/d.
8.14.2.2 Water Resource Consideration
The scheme is based on surface water abstraction from run-of-river flow in the Mngazi River. The
scheme serves 18 villages under the administration areas of Tombo, Gomolo, Mawosheni and
Swazini.
8.14.2.3 Water Supply Infrastructure
The scheme was commissioned in 2000 and consisted of the following:

River abstraction from Mngazi River and raw water pumping main;

Water Treatment Plant with a capacity of 2Mℓ/d;

The two CURO model 65/80 LTF pumps powered by 65/75kW 2 pole motors. This system
has a capacity of 20ℓ/s;

Clear water pumping main to a main reservoir of 340kℓ capacity. The rising main is 150mm
diameter steel and is protected by a Bermad surge anticipating valve installed in the pump
house;

Gravity bulk mains of a total length of about 54km supplying 23 reservoirs; and

About 55km of internal reticulation and 236 communal standpipes.
8.14.2.4 Financial Requirement
The cost estimate to upgrade the works to meet the 2035 demand amounts to R97,5 million and is
tabled below.
Corridor
(Base year cost requirement 2015)
Direct Est Cost
Indirect Est Cost
Total
(Construction)
(Fees, Geotech,
(Inc Contingenicies,
EIA, Disb Etc)
Escalation, VAT)
Port St Johns RWSS
R 68 746 017
R 28 796 232
R 97 542 249
The scheme development cost per household is R 22 199. Due to the size of the project, it will take
at least seven years to complete.
8.15 PSJ002 WSIA: PORT ST JOHNS TOWN WSS
8.15.1 DEMAND MODEL INTERVENTION
8.15.1.1 Water Demand
3
The projected 2035 demand is 0,64Mm per annum (1,8Mℓ/d). This demand will exceed the yield of
3
3
0.360Mm per annum (1,0Mℓ/d) on the Bulolo River. This demand shortfall of 0,28Mm per annum
(0,8Mℓ/d) could be managed by implementing water conservation and demand management
initiatives due to the relatively small magnitude of the shortfall.
Page 87
8.15.1.2 Water Resource Consideration
The area served by this scheme is located to the west of the Umzimvubu River, to the south of the
Mthatha - to Port St Johns Road (R61) and to the east of the watershed between the Mngazi and
Mngazanana rivers. The scheme receives raw water from the two Bulolo Dams and a weir, which
2
are situated on the Bulolo River. The second dam commands a catchment area of 3,2km and an
2
estimated capacity of 3 000m³. The main Bulolo Dam has a catchment area of 6,8km and a
2
capacity of 255 000m³ and Bulolo Weir with a catchment area of 10,2km and capacity of 3 000m³.
The yield, based on 1:50 year return period, of all existing dams in the system amounts to an
estimated 0,36Mm³ per annum, or a fraction under 1 000m³/d made up of approximately 960m³/d
from dams and 40m³/d from the weir.
8.15.1.3 Water Supply Infrastructure
The bulk supply infrastructure is generally new and has a remaining life of 10 to 20 years, except for
the older portions of the scheme, which have a remaining life of approximately 5 to 10 years. The
bulk main into town leaks and requires remedial works, whilst the Bulolo Dams require riprap and
other minor remedial works. The reticulation in the rural villages is new, whilst that in the town is in a
good condition. Telemetry is required in order to improve the scheme’s operations and supply
efficiency. The scheme has been implemented in number of phases and it consists of the following
infrastructure:

River abstraction and two storage dams. To supplement the dam storage, off-channel from
Mngazi River will be utilised in future;

250mm diameter raw water pumping main and Water Treatment Plant of 4Mℓ/d capacity;

Clear water pumping main to a main reservoir, which services six villages via 32km of internal
reticulation and 107 communal standpipes;

A gravity main supply the town of Port St Johns with about 50km of reticulation network and
the Silaka Nature Reserve via the old Water Treatment Plant converted to storage facilities;
and

The total length of bulk mains is approximately 48km.
8.15.1.4 Financial Requirement
The bulk main into town leaks and requires remedial works, whilst the Bulolo Dams require riprap
and other minor remedial works. There are therefore no bulk water supply infrastructure
interventions required except for O&M related interventions. ORTDM has estimated the required
maintenance works at R125 000 000. (Base year cost requirement 2015) The scheme cost per
household is R 53 123.
8.15.2 EXISTING PROPOSED INFRASTRUCTURE INTERVENTION
8.15.2.1 Water Demand
The projected 2035 demand will exceed the yield of the available raw water resources by
3
0,19Mm per annum (0,52Mℓ/d). This demand shortfall could be managed by implementing water
conservation and demand management initiatives.
8.15.2.2 Water Resource Consideration
The area served by this scheme is located to the west of the Umzimvubu River, to the south of the
Mthatha - to Port St Johns Road (R61) and to the east of the watershed between the Mngazi and
Page 88
Mngazanana rivers. The scheme receives raw water from the two Bulolo Dams and a weir, which
2
are situated on the Bulolo River. The second dam commands a catchment area of 3,2km and an
2
estimated capacity of 3 000m³. The main Bulolo Dam has a catchment area of 6,8km and a
2
capacity of 255 000m³ and Bulolo Weir with a catchment area of 10,2km and capacity of 3 000m³.
The yield, based on 1:50 year return period, of all existing dams in the system amounts to an
estimated 0,36Mm³ per annum, or a fraction under 1 000m³/d made up of approximately 960m³/d
from dams and 40m³/d from the weir.
8.15.2.3 Water Supply Infrastructure
The bulk supply infrastructure is generally new and has a remaining life of 10 to 20 years, except for
the older portions of the scheme, which have a remaining life of approximately 5 to 10 years. The
bulk main into town leaks and requires remedial works, whilst the Bulolo Dams require riprap and
other minor remedial works. The reticulation in the rural villages is new, whilst that in the town is in a
good condition. Telemetry is required in order to improve the scheme’s operations and supply
efficiency. The scheme was been implemented in number of phases and it consists of the following:

River abstraction and two storage dams. To supplement the dam storage, off-channel from
Mngazi River will be utilised in future;

250mm diameter raw water pumping main and Water Treatment Plant of 4Mℓ/d capacity;

Clear water pumping main to a main reservoir, which services six villages via 32km of internal
reticulation and 107 communal standpipes;

A gravity main supply the town of Port St Johns with about 50km of reticulation network and
the Silaka Nature Reserve via the old Water Treatment Plant converted to storage facilities;
and

The total length of bulk mains is approximately 48km.
8.15.2.4 Financial Requirement
The bulk main into town leaks and requires remedial works, whilst the Bulolo Dams require riprap
and other minor remedial works. The estimate for the envisaged works is R 125 000 000. The
scheme development cost per household is R 53 124. Due to the size of the project, it will take at
least seven years to complete.
Page 89
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
3
within Table 9.1: Water Requirements (Mm per annum) per WSIA below.
3
Table 9.1: Water Requirements (Mm per annum) per WSIA
Water Requirements (Million m³ per annum)
WSIA Name
Households
(2015)
Population
(2015)
2015
KSD001 WSIA: Mthatha RWSS
2035
98 916
399 625
24,18
33,94
1 680
8 221
0,16
0,45
KSD003 WSIA: Mquandulu Corridor
Development
15 291
74 888
1,65
4,33
KSD004 WSIA: Lukwethu Water
supply
19 560
94 725
2,20
5,31
6 662
37 487
0,88
2,12
MHLO001 WSIA: Umzimvubu RWSS
68 453
276 218
8,52
13,45
NQH001 WSIA: Ngqushwa Hill
RBWSS
57 190
291 073
7,34
17,10
NQH002 WSIA: Msikaba BRWSS
12 236
59 635
1,33
3,40
NYA001 WSIA: Second Falls RWSS
11 024
56 450
1,37
3,01
6 475
26 434
0,96
1,51
NYA003 WSIA: Ngqeleni RWSS
12 035
57 928
1,29
3,16
NYA004 WSIA: Cibeni-Ntlambeni
RWSS
19 191
93 041
1,86
4,98
PSJ001 WSIA: Port St Johns RWSS
4 394
22 929
0,45
1,24
PSJ002 WSIA: Port ST Johns Town
Supply
2 353
6 597
0,50
0,64
335 460
1 505 251
52,71
94,63
KSD002 WSIA: Mthatha Regional
Borehole Development
KSD005 WSIA: Coffee Bay RWSS
NYA002 WSIA: Tombo RWSS
Grand Total
Page 90
A total of 94,633 Million m³ per annum is required with the Mthatha RWSS requiring the largest
portion at 35,9% of the total water demand in ORTDM.
9.2
TOTAL WATER RESOURCES REQUIRED
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 9.2: Water
3
Requirements (Mm per annum) per WSIA below.
3
Table 9.2: Water Requirements (Mm per annum) per WSIA
WSS
KSD001
WSIA:
Mthatha
RWSS
Population
(2015)
2035
Demand
(Mm3 per
annum)
Existing Resources
Yield
(Mm3 per annum)
Balance
Proposed
Additional
under UAP
Phase 2
(Mm3/a)
Total
(Mm³ per annum)
399 625
33,94
147,54*
Mthatha
Dam
-
145,54
KSD002
WSIA:
Mthatha
Regional
Borehole
Development
8 221
0,45
No data
Boreholes
-
No data
KSD003
WSIA:
Mqanduli
Corridor
Development
74 888
4,33
No data*
-
No data*
Mthatha Dam
KSD004
WSIA:
Lukwethu
Water supply
94 725
5,31
No data*
-
No data*
Mthatha Dam
KSD005
WSIA: Coffee
Bay RWSS
37 487
2,12
No data
-
No data*
MHLO001
WSIA:
Umzimvubu
RWSS
276 218
13,45
2 987
Umzimvubu
River
60
No data
NQH001
WSIA:
Ngqushwa Hill
RBWSS
291073
17,1
1,02
Xura River
-
1,02
NQH002
WSIA:
Msikaba
BRWSS
59 635
3,4
No data
Msikaba
River
-
No data
NYA001
WSIA:
Second Falls
56 450
3,01
No data*
Mthatha
River
-
No data*
Mthatha
River
Page 91
-
Boreholes
-
To be supplied
from the proposed
Nxuzi Dam
Population
(2015)
WSS
2035
Demand
(Mm3 per
annum)
Existing Resources
Yield
Balance
Proposed
Additional
under UAP
Phase 2
(Mm3/a)
(Mm3 per annum)
Total
(Mm³ per annum)
RWSS
NYA002
WSIA: Tombo
RWSS
26 434
1,51
2 987
Mngazi
River
-
No data
-
0,995*
NYA003
WSIA:
Ngqeleni
RWSS
57 928
3,16
0,995*
Nzwakazi
Dam, Mtyu
& Mtakatye
Rivers
NYA004
WSIA: CibeniNtlambeni
RWSS
93 041
4,98
2 987
Umzimvubu
River
-
2 987
PSJ001
WSIA: Port St
Johns RWSS
22 929
1,24
No data
Mngazi
River
-
No data
-
0,28(ma
de up
through
WCDM
initiatives
)
PSJ002
WSIA: Port
ST Johns
Town Supply
6 597
0,64
0,36
Grand Total-
1 505 251
94,64
3136,55
Bulolo River
To be supplied
from Mthatha River
or Dam
Umzimvubu River
3134,84
*Figures are planned for extraction from Mthatha River system. ORTDM is planning for the
3.
construction of Ntabelanga Dam on the Tsitsa River with a capacity of 60Mm The yield of the dam
has not been established at this stage.
9.2.1
MTHATHA DAM SYSTEM
The Mthatha Dam is planned a source of water for a number of the regional water scheme. This
results in the Mthatha RWSS having the highest current and projected demand. The availability of
water resources in Mthatha Dam for these schemes is analysed in the table below.
Table 9.3: Mthatha Dam Water Resource (Mℓ/d) per WSIA
WSS
Households
(2015)
Population (2015)
2035 Demand (Mm3
per annum)
KSD004 WSIA: Lukwethu Water supply
19 560
94 725
5,31
KSD003 WSIA: Mqanduli Corridor Development
15 291
74 888
4,33
Page 92
Households
(2015)
WSS
Population (2015)
2035 Demand (Mm3
per annum)
KSD001 WSIA: Mthatha RWSS
98 916
399 625
33,94
NYA003 WSIA: Ngqeleni RWSS
12 035
57 928
3,16
Total
46,74
3
The yield of the Mthatha Dam is 145,5 million m per annum. The current Water Use Licence (WUL)
3
dated April 2011 allows OR Tambo DM to abstract 55.080 million m /a (equivalent to 150Mℓ/d) for
both Thornhill and Rosedale WTPs. This allocation covers the combined upgraded capacity of
Thornhill WTP to 80Mℓ/d and Phase 2 of Rosedale WTP to 50Mℓ/d. The abstraction allocation is
adequate to meet the 2035 demand projections for the Mthatha RWSS. The balance of the water is
used for hydro electrical power generation by Eskom.
NYA001 WSIA: Second Falls RWSS will also obtain water from Mthatha River downstream of the
dam and downstream of the Second Falls post hydro electrical power generation by Eskom. It is
3
thus envisaged that the 2035 demand of 2,3055Mm per annum should be met without problems.
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 9.4: Financial Requirements based on Demand Model Interventions
Direct Est Cost
Indirect Est
Cost
Additional Costs
(Construction)
(Fees, Geotech
& survey)
(EIA, ISD,
Contingencies
etc)
WSIA (Base year cost
requirement 2015)
TOTAL
R 1 032 504 154
R 202 171 679
R 652 477 617
R 1 887 153 450
KSD002 WSIA: Mthatha Regional
Borehole Development
R0
R 5 000 000
R0
R 5 000 000
KSD003 WSIA: Mqanduli Corridor
Development
R 370 314 378
R 107 945 193
R 235 298 058
R 713 557 629
KSD004 WSIA: Lukwethu Water
supply
R 809 539 768
R 214 794 196
R 512 010 054
R 1 536 344 018
R 225 953 791
R 43 982 149
R 144 350 888
R 414 286 828
MHLO001 WSIA: Umzimvubu
RWSS-
R 2 878 077 573
R 287 101 129
R 1 815 188 871
R 4 980 367 573
NQH001 WSIA: Ngqushwa Hill
RBWSS
R 2 747 632 229
R 605 601 012
R 1 733 008 304
R 5 086 241 545
R 802 454 426
R 129 805 892
R 507 546 289
R 1 439 806 607
R 632 925 926
R 101 500 284
R 400 743 334
R 1 135 169 544
KSD001 WSIA: Mthatha RWSS
KSD005 WSIA: Coffee Bay RWSS
NQH002 WSIA: Msikaba BRWSS
NYA001 WSIA: Second Falls
RWSS
Page 93
Direct Est Cost
Indirect Est
Cost
Additional Costs
(Construction)
(Fees, Geotech
& survey)
(EIA, ISD,
Contingencies
etc)
WSIA (Base year cost
requirement 2015)
TOTAL
R 151 577 043
R 85 637 881
R 129 177 252
R 366 392 176
R 488 695 332
R 76 472 431
R 309 878 059
R 875 045 822
R 992 614 337
R 161 354 861
R 627 347 032
R 1 781 316 230
PSJ001 WSIA: Port St Johns
RWSS
R 65 217 749
R 13 915 574
R 37 543 673
R 116 676 995
PSJ002 WSIA: Port ST Johns
Town Supply
R 106 250 000
R 15 625 000
R 3 125 000
R 125 000 000
R 11 303 756 706
R 2 050 907 281
R 7 107 694 431
R 20 462 358 417
NYA002 WSIA: Tombo RWSS
NYA003 WSIA: Ngqeleni RWSS
NYA004 WSIA: Cibeni-Ntlambeni
RWSS
TOTAL
A total estimate of R20 462 358 417 is required to eradicate the anticipated water services backlog
by 2035. The primary bulk cost requirement comprises of 53,3% (R 10, 9 billion) of the total cost.
The detail per WSIA for primary bulk is tabled within Table 9.5: Primary Bulk Cost requirement per
WSIA below.
Table 9.5: Primary Bulk Cost requirement per WSIA
Direct Est Cost
Indirect Est Cost
Additional
Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
WSIA (Base year cost requirement
2015)
KSD001
Mthatha RWSS
KSD002
Mthatha Regional
Borehole Development
KSD003
TOTAL
R 640 830 316
R 100 572 504
R 403 723 099
R 1 145 125 919
R0
R 5 000 000
R0
R 5 000 000
Mqanduli Corridor
Development
R 330 427 676
R 37 678 950
R 208 169 436
R 576 276 061
KSD004
Lukwethu Water supply
R 178 244 620
R 44 297 881
R 114 294 111
R 336 836 611
KSD005
Coffee Bay RWSS
R 69 498 000
R 6 324 318
R 43 783 740
R 119 606 058
MHLO001
Umzimvubu RWSS
R 2 603 641 038
R 239 434 529
R 1 640 293 854
R 4 483 369 421
NQH001
Ngqushwa Hill RBWSS
R 1 259 910 263
R 199 002 637
R 793 743 466
R 2 252 656 367
NQH002
Msikaba BRWSS
R 451 053 869
R 66 998 059
R 284 163 938
R 802 215 866
NYA001
Second Falls RWSS
R 289 698 277
R 42 948 508
R 182 509 914
R 515 156 700
NYA002
Tombo RWSS
R 29 088 467
R 3 817 825
R 18 325 734
R 51 232 026
NYA003
Ngqeleni RWSS
R 149 724 325
R 20 454 429
R 94 326 325
R 264 505 078
NYA004
Cibeni-Ntlambeni RWSS
R 110 781 600
R 10 081 126
R 69 792 408
R 190 655 134
PSJ001
Port St Johns RWSS
R 20 968 800
R 1 908 161
R 11 427 996
R 34 304 957
PSJ002
Port ST Johns Town
R 106 250 000
R 15 625 000
R 3 125 000
R 125 000 000
Page 94
Direct Est Cost
Indirect Est Cost
Additional
Costs
(Construction)
(Fees, Geotech &
survey)
(EIA, ISD,
Contingencies
etc)
WSIA (Base year cost requirement
2015)
TOTAL
Supply
R 6 240 117 251
R 794 143 927
R 3 867 679 021
R 10 901 940 198
The distinction between primary, secondary and tertiary bulk is illustrated within Figure 2: Bulk
Infrastructure Requirements per WSIA below.
Figure 2: Bulk Infrastructure Requirements per WSIA
9.4
FUNDING OPTIONS
The ORTDM 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 ORTDM
to address their water supply requirements. Another funding option that the ORTDM 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 ORTDM 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
Page 95
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 fourteen (14) 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 96
10. RECOMMENDATIONS
10.1 RESPONSIBILITIES
The provision of water services remains the responsibility of the ORTDM as the WSA. The ORTDM
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 ORTDM to take this process further.
10.2 SELECTION OF SOLUTIONS
The fourteen (14) proposed water supply intervention areas (WSIAs) are the appropriate solutions
for bulk water supply development within ORTDM and are as follows:

KSD001 WSIA: Mthatha RWSS;

KSD002 WSIA: Mthatha Regional Borehole Development;

KSD003 WSIA: Mqanduli Corridor Development;

KSD004 WSIA: Lukwethu Water supply;

KSD005 WSIA: Coffee Bay RWSS;

NYA001 WSIA: Second Falls RWSS;

NYA002 WSIA: Tombo RWSS;

NYA003 WSIA: Ngqeleni RWSS;

NYA004 WSIA: Cibeni-Ntlambeni RWSS;

NQH001 WSIA: Ngqushwa Hill RBWSS;

NQH002 WSIA: Msikaba BRWSS;

PSJ001 WSIA: Port St Johns RWSS;

PSJ002: WSIA: Port St Johns Town Supply; and

MHLO001 WSIA: Umzimvubu RWSS.
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:
Page 97

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.
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 as well as 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)).
Page 98
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).
Based on the above, the preparation of a WSDP is a legal requirement.
Page 99
ANNEXURE A – REFERENCE
Page 100
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
2015/16 OR Tambo WSDP executive Summary, July 2015
IDP
OR Tambo District Municipality IDP 2015 2016 Financial Year, June 2015
DWS Option
Analysis
Feasibility Study for the Mzimvubu Project, October 2014 – Jeffares and Green
Rosedale Extension To Libode Water Supply (Phase 3a&B) Business Plan, November 2013
GIBB
King Sabata Dalindyebo Local Municipality Bulk Water Infrastructure Presidential Intervention
Masterplan Report, Mthatha Corridor Bulk Water Supply Scheme, September 2013 – Amatola
Water, Gibb
King Sabata Dalindyebo Local Municipality Bulk Water Infrastructure Presidential Intervention
Technical Report & Business Plan: Mqanduli Corridor, February 2014 - Amatola Water, Gibb
King Sabata Dalindyebo Local Municipality Bulk Water Infrastructure Presidential Intervention
Technical Report & Business Plan: Mthatha Central And Airport Corridor, February 2014Amatola Water, Gibb
King Sabata Dalindyebo Local Municipality Bulk Water Infrastructure Presidential Intervention
Masterplan Implementation: Mthatha Central & Airport Corridor Detailed Design Report,
September 2013- Amatola Water, Gibb
Thornhill Bulk Water Supply Upgrade And Rehabilitation: Technical Report, August 2011Umgeni Water, Gibb
Thornhill Bulk Water Supply Thornhill Water Treatment Plant Upgrading Preliminary Design
Report, January 2012 - Gibb
Technical Report: The Upgrading Of The Cibeni/Ntlambela Regional Water Supply Scheme:
Umzimvubu River Source, August 2014 - IQhawe Consulting Engineers
Technical Report: The Extension Of The Mhlanganisweni Regional Water Supply Scheme,
August 2014 - IQhawe Consulting Engineers
Technical Report: Msikaba Water Supply Scheme: Msikaba River Source, March 2015 - IQhawe
Consulting Engineers
Contract No AW-PROC/114 Coffee Bay Regional Water Supply Scheme – Extension to Ward 23
& 24Draft Design Report, January 2015 - Amatola Water / OR Tambo District Municipality
Lukwethu Water Supply And Surrounding Villages - ORTDM SCMU 13-13/14 Scoping Report
For Study Funding Application For The Proposed Lukwethu Regional Water Supply Scheme,
February 2015 - FLUX GOADEX JV
King Sabata Dalindyebo Local Municipality PI Bulk Water Infrastructure Presidential
Intervention: Secondary Bulk Masterplan Report, April 2015 - Gibb
Scoping Report For Funding Application To Undertake Implementation Ready Study For The
Proposed Kwanyathi Regional Water Supply Scheme – ORTDM SCMU 13-13/14 – April 2015Szoko Consulting
King Sabata Dalindyebo Local Municipality PI Bulk Water Infrastructure Presidential
Intervention: Secondary Bulk Masterplan Report, April 2015 – Amatola Water, Gibb
Dumasi Regional Water Supply Scheme, Scoping Report And Funding Application For A
Detailed Feasibility Study To Supply 3 Wards In The Nyandeni Local Municipality, April 2015 Ziinzame Consulting Engineers
Page 101
Qaukeni (Ingquza Hill) Local Municipality Regional Bulk Water Supply Scheme Infrastructure
Master Plan Reconnaissance Study Final Report, April 2009 – Umgeni Water, Makhaotse,
Narasimulu and Associates
Sidwadeni Executive Summary, December 2015 - Aurecon
Page 102
ANNEXURE B – MAP SERIES
Page 103
Map Series
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6.1
Figure 6.1.1
Figure 6.1.2
Figure 6.1.3
Figure 6.1.4
Figure 6.1.5
Figure 6.2.
Figure 6.2.1
Figure 6.3
Figure 6.3.1
Figure 6.3.2
Figure 6.4
Figure 6.4.1
Figure 6.4.2
Figure 6.4.3
Figure 6.4.4
Figure 6.5
Figure 6.5.1
Figure 6.5.2
Figure 7
Figure 7.1
Figure 7.2
Figure 7.3
Figure 7.4
Figure 7.5
Figure 8
Figure 8.1
Figure 8.2
Figure 8.3
Figure 8.4
Figure 8.5
Figure 8.6
Figure 8.7
Figure 8.8
Figure 8.9
Figure 8.10
Figure 8.11
Figure 8.12
Figure 8.13
Figure 8.14
Study Area
Population Distribution
Water Supply Backlog Status
Surface Water
Groundwater
Existing Scheme Areas and Infrastructure Components – King Sabata Dalindyebo
Existing Scheme Areas and Infrastructure Components – KSD001
Existing Scheme Areas and Infrastructure Components – KSD002
Existing Scheme Areas and Infrastructure Components – KSD003
Existing Scheme Areas and Infrastructure Components – KSD004
Existing Scheme Areas and Infrastructure Components – KSD005
Existing Scheme Areas and Infrastructure Components – Mhlontlo
Existing Scheme Areas and Infrastructure Components – Mhlo001
Existing Scheme Areas and Infrastructure Components – Ngquza Hill
Existing Scheme Areas and Infrastructure Components – NQH001
Existing Scheme Areas and Infrastructure Components – NQH002
Existing Scheme Areas and Infrastructure Components – Nyandeni
Existing Scheme Areas and Infrastructure Components – Nya001
Existing Scheme Areas and Infrastructure Components – Nya002
Existing Scheme Areas and Infrastructure Components – Nya003
Existing Scheme Areas and Infrastructure Components – Nya004
Existing Scheme Areas and Infrastructure Components – Port St Johns
Existing Scheme Areas and Infrastructure Components – PSJ001
Existing Scheme Areas and Infrastructure Components – PSJ002
Projects –OR Tambo
Projects – King Sabata Dalindyebo
Projects – Mhlontlo
Projects – Ngquza Hill
Projects – Nyandeni
Projects –Port St Johns
Bulk Project Interventions –Alfred Nzo
Bulk Project Interventions – KSD001
Bulk Project Interventions – KSD002
Bulk Project Interventions – KSD003
Bulk Project Interventions – KSD004
Bulk Project Interventions – KSD005
Bulk Project Interventions – Mhlo001
Bulk Project Interventions – NQH001
Bulk Project Interventions – NQH002
Bulk Project Interventions – Nya001
Bulk Project Interventions – Nya002
Bulk Project Interventions – Nya003
Bulk Project Interventions – Nya004
Bulk Project Interventions – PSJ001
Bulk Project Interventions – PSJ002
Page 104
·
5
Umzimvubu
23
Legend
4
11
4
17
7
26
3
Ezingoleni
6
15
District Municipality Boundaries
27
9
Local Municipality Boundaries
1
22
13
16
17
18
7
15
16
20
31
16
12
11
R61
30
10
22
6
Alfred
Nzo
R56
11
14
8
5
30
8
4
22
23
9
DWS: Dept. of Water & Sanitation
28
25
Elundini
Main Roads
Mbizana
7
Ntabankulu
National Roads
21
31
25
20
N1
20
12
9
18
29
17
19
19
19
21
Census Main Places
13
8
10
R396
Ward Boundaries & Numbers
2
18
9
14
21
3
Provinical Boundaries
7
8
Joe
Gqabi
17
Flagstaff
6
23
10
LOCALITY:
15
16
15
24
16
29
3
2
6
13
Qumbu
7
12
17
25
11
5
27
396
Mhlontlo
2
24
5
28
14
26
1
3
1
12
EE aa ss tt ee rr nn
C
C aa pp ee
11
9
25
4
10
8
6
18
13
7
3
Ngquza
Hill
24
1
18
1
2
Tsolo
17
16
15
20
26
1
5
14
17
19
3
N2
20
Lusikisiki
4
20
19
5
23
21
14
2
4
Engcobo
O.R.
Ta m b o
31
CLIENT:
22
27
15
13
2
10
16
16
8
10
19
8
7
12
11
13
9
16
Libode
12
6
Mthatha
34
11
15
14
7
5
18
12
4
30
3
10
18
6
DISTRICT MUNICIPALITY:
6
9
8
15
11
Port St
Johns
Nyandeni
Port St
Johns
7
OR TAMBO DISTRICT MUNICIPALITY
1
30
29
5
4
33
13
17
21
31
CONSULTANTS:
3
17
2
17
19
35
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
24
32
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
14
King Sabata
Dalindyebo
5
16
4
1
29
28
26
22
18
PROJECT TITLE
20
Mqanduli
28
19
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
23
3
25
Mbhashe
27
23
5
26
6
20
22
Ngqeleni
MAP TITLE:
21
25
General Orientation
Study Area
24
7
31
17
4
8
DATE COMPLETED:
13
Amathole
1
21
9
12
2016/05/25
18
26
14
2
28
15
MAP NO.:
19
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160524_F1_2_GenlStudyArea.mxd
DC15 Figure 1
·
5
Umzimvubu
23
Legend
4
11
4
17
7
26
3
Ezingoleni
6
15
District Municipality Boundaries
27
9
Local Municipality Boundaries
1
22
13
16
17
18
7
15
16
20
31
16
12
11
R61
30
19
10
22
6
Alfred
Nzo
R56
11
14
8
5
30
8
4
22
23
9
DWS: Dept. of Water & Sanitation
28
25
Elundini
Main Roads
Mbizana
7
Ntabankulu
National Roads
21
31
25
20
N1
20
12
9
18
29
17
19
19
21
Census Main Places
13
8
10
R396
Ward Boundaries & Numbers
2
18
9
14
21
3
Provinical Boundaries
7
8
Joe
Gqabi
17
Flagstaff
6
23
10
LOCALITY:
15
16
15
24
16
29
3
2
6
13
Qumbu
7
12
17
25
11
5
27
396
Mhlontlo
2
24
5
28
14
26
1
3
1
12
9
25
4
10
8
18
13
7
3
EE aa ss tt ee rr nn
C
C aa pp ee
11
6
Ngquza
Hill
24
1
18
1
2
Tsolo
17
16
15
20
26
1
5
14
17
3
20
Lusikisiki
4
N2
19
20
19
5
23
21
14
2
4
Engcobo
O.R.
Ta m b o
31
CLIENT:
22
27
15
13
2
10
16
7
13
9
12
16
Libode
11
12
34
16
8
10
19
8
8
11
6
15
Mthatha
14
5
18
12
30
3
2
10
18
Nyandeni
7
1
4
30
29
5
OR TAMBO DISTRICT MUNICIPALITY
Port St
Johns
4
21
33
17
13
31
DISTRICT MUNICIPALITY:
6
9
9
15
11
Port St
Johns
CONSULTANTS:
3
Ngqeleni
17
2
17
19
35
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
24
32
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
14
King Sabata
Dalindyebo
5
16
4
1
29
28
26
22
18
PROJECT TITLE
20
Mqanduli
28
19
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
23
3
25
Mbhashe
27
23
5
26
6
Population Distribution
22
20
21
0 - 200 people
25
MAP TITLE:
General Orientation
Population Distribution
201 - 500 people
501 - 1 000 people
24
7
31
17
1 001 - 5 000 people
4
8
13
5 001- 10 000 people
Amathole
1
21
9
12
2016/05/25
10 001 and more people
18
26
14
2
28
DATE COMPLETED:
Data Source: 2011 Census
15
MAP NO.:
19
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160524_F2_PopDistribution.mxd
DC15 Figure 2
·
Legend
5
Umzimvubu
23
4
11
4
17
7
26
3
Ezingoleni
6
15
District Municipality Boundaries
27
9
Local Municipality Boundaries
1
22
13
16
17
18
7
15
16
20
31
16
12
11
R61
30
19
10
22
6
Alfred
Nzo
R56
11
14
8
5
30
8
4
22
23
9
DWS: Dept. of Water & Sanitation
28
25
Elundini
Main Roads
Mbizana
7
Ntabankulu
National Roads
21
31
25
20
N1
20
12
9
18
29
17
19
19
21
Census Main Places
13
8
10
R396
Ward Boundaries & Numbers
2
18
9
14
21
3
Provinical Boundaries
7
8
Joe
Gqabi
17
Flagstaff
6
23
10
LOCALITY:
15
16
15
24
16
29
3
2
6
13
Qumbu
7
12
17
25
11
5
27
396
Mhlontlo
2
24
5
28
14
26
1
3
1
12
9
25
4
10
8
18
13
7
3
EE aa ss tt ee rr nn
C
C aa pp ee
11
6
Ngquza
Hill
24
1
18
1
2
Tsolo
17
16
15
20
26
1
5
14
17
3
20
Lusikisiki
4
N2
19
20
19
5
23
21
14
2
4
Engcobo
O.R.
Ta m b o
31
CLIENT:
22
27
15
13
2
10
16
7
13
9
12
16
Libode
11
12
34
16
8
10
19
8
8
11
6
15
Mthatha
14
5
18
12
30
3
2
10
18
Nyandeni
7
1
4
30
29
5
OR TAMBO DISTRICT MUNICIPALITY
Port St
Johns
4
21
33
17
13
31
DISTRICT MUNICIPALITY:
6
9
9
15
11
Port St
Johns
CONSULTANTS:
3
Ngqeleni
17
2
17
19
35
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
24
32
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
14
King Sabata
Dalindyebo
5
16
4
1
29
28
26
22
18
PROJECT TITLE
20
Mqanduli
28
19
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
23
3
25
Mbhashe
27
23
5
26
Water Supply Backlog Status
6
Adequate Supply at/above RDP
22
20
21
25
MAP TITLE:
Up to 25% Below RDP Standards
Water Supply Backlog Status
Up to 50% Below RDP Standards
24
7
31
17
Up to 75% Below RDP Standards
4
8
DATE COMPLETED:
13
Up to 100% Below RDP Standards
Amathole
1
21
9
12
18
2016/05/25
Source: Census 2011
26
14
2
28
15
MAP NO.:
19
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160524_F3_WaterSupplyBacklogStatus.mxd
DC15 Figure 3
16
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Mv
T33H
i
30
ts
Ngcothi
u ku nqa
a
Mn
ga
a
16
7
11
u
1
r
Cic
4
30
S ik
31
ha
sh
17
33
T20D
nt
Ce
un
Xo
n
17
an
a
at
h
e
e
M
p
o
DATE COMPLETED:
a
13
Amathole
h
Nc na
14
a
i
T13D
28
15
Ntlon
T90A
a
Surface Water Resources
24
u lu mba
B
ra
T80C
T80A
a
bu
B
MAP TITLE:
T80B
ma
ak
12
b
r
22
go
Xor a
21
N
N
Ngqeleni
21
ul e
m
O.R.
Ta m b o
Duty w
qa a
u
25
1
9
26
23
8
uMan g athi
25
u
T13C
2
T20G
n ya
Mu
ny
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
M
27
bi
du m
twa
7
PROJECT TITLE
20
u ng q
T13B
T12G
Mt akat
23
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Mqanduli
20
6
4
28
Ng q
B ho
Mbhashe
za na
T70D
T20E
T20F
Q
2
ye
a
za
M un
3
CONSULTANTS:
M
g
1
ne u
e
u
M
T70G
22
n
19
29
28
p
5
31
T70F
26
King Sabata
Dalindyebo
18
lo
24
14
T13A
5
Port St
Johns
17
21
35
32
16
4
OR TAMBO DISTRICT MUNICIPALITY
3
19
13
uli
T11H
5
7
ny e
29
T20C
ora
am
Mg
n a
Mb
T11C
c
Port St
Johns
4
ob en i
17
X ong
T70C
e
3
m
n
q
7
5
se
30
C
Ta b a
9
10
12
g
T11G
6
6
i
co
DISTRICT MUNICIPALITY:
uf
6
18
n a
8
a
14
16
a
ob on
ny
e
Mthatha
G
11
Mn
t
gw
T70B
15
u
Libode
af
9
12
15
ra
12
11
13
34
18
T60K
8
n
a th
a
r
T70E
M
T20A
2
a
an
th
CLIENT:
zi
Co
10
10
Ng q u nge
M
T11F
16
fane
Mp a
T60H
g
15
T36B
8
lo
19
z in
tsh
a
M
13
ko
Mziza
nw
a
e
be
ra
Nc a m
Mn yo
4
T70A
a
na
Qel a
Ty
l
kat a
h
zi
4
T20B
hl ng a
eM a
21
14
we
T36A
ni
31
it
M
Ru
z
e
Nyandeni
ng
yo
l
la n e
2
Engcobo
M
or
N2
5
22
20
Lusikisiki
i
Mh
19
T60J
19
27
23
M
16
14
17
3
lambu
15
20
5
l
Kwa
ek o
Bh
Nqa ule
nc
N g co
h
X
T35M
1
a
T60G
24
lo h lo z
26
Tsolo
T11D
2
18
17
18
EE aa ss tt ee rr nn
C
C aa pp ee
25
u
d
n
ga
20
1
M
os
Nc
ke
e
3
ko a
Xo n x
Um
i
T35L
7
T35H
KuN gin
T60F
13
n
be
D
a
Qw
a
b
r
u
l
me n
i
Si ko m
8
6
4
T33K
10
e
a
sik
a
ran
Xu
q
G aq
9
LOCALITY:
T60D
28
26
11
i
u
Ngquza
Hill
12
hlane
n
27
1
ol
Mp
a
M ya
t
M ten
M
14
K
T60C
DWS: Dept. of Water & Sanitation
24
29
T60E
7
12
ulumb
25
10
11
3
T34K
16
Quaternary Catchments
23
a
28
n
lunc a
Cu
T32H
1
1
M am
h
w
ooi
T35G
t
a
a
3
ala
V60H
e
15
9
Flagstaff
a
T35K
24
5
Secondary Rivers
M
e
n s
6
Dams & Dam Names
Primary Rivers
we
t
8
4
17
Qumbu
tb
Ga e r g
Ntl
ak
wan
5
5
Inx
l
22
2
i
Ty
Hl o
we
14
17
2
T60A
z
ib i
Ng
c
a
T60B
S
15
T35J
Mtatha
Dam
11
16
T35E
Main Roads
e i
8
National Roads
20
21
25
Gq
N1
n
si
ce
6
13
T34J
Census Main Places
29
17
t
22
va
7
Ntabankulu
T33J
Alfred
Nzo
M
6
tl
Ward Boundaries & Numbers
2
i
19
9
20
23
Elundini
C ab
ez
12
M
t
Mhlontlo
13
30
31
a
iT
Po
n d ob
19
10
Local Municipality Boundaries
Mbizana
8
10
District Municipality Boundaries
T40E
ni
k w
18
R61
14
Mv u m vu
l
31
16
25
18
21
396
Ne
15
n
Mzi
a
r
19
T35F
7
i
b
a
ith
w
T32F
b
c
Provinical Boundaries
6
ni
M
a
Hl a
17
18
21
20
R396
T35C
T40D
l
Gw a a
26
1
n
qu
7
T35D
Lude ke
Lo
T34H
Tsil
3
9
Ezingoleni
13
T sit sa
T35B
9
12
xa
Nx a
Qhan
R56
en
11
16
nk
L ittl e
Po
t
3
27
a
om
o
7
e
T35A
15
an a
T32G
8
bazi
T40C
Legend
5
T un gw
e
T34G
17
t
Tsi tsa
na
T31J
T33G
22
a
4
N qab
Joe
Gqabi
4
T32E
nd
Q w id l a n
T34F
11
Mb a
Umzimvubu
23
Ca
·
T34E
T13E
2016/05/26
18
26
y an e
MAP NO.:
19
T80D
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160524_F4_Surfacewater.mxd
DC15 Figure 4
·
T34E
11
T34F
Joe
Gqabi
T35A
T31J
T33G
15
T32E
T34G
4
T32G
7
11
Mhlontlo
20
16
T34H
T33H
31
16
R61
14
30
19
10
Alfred
Nzo
Groundwater Aquifer Class:
Minor
T60A
22
11
14
5
30
8
4
6
23
15
9
6
23
17
Flagstaff
15
25
10
3
T34K
Qumbu
T60C
T60E
7
12
5
27
T60D
28
T35J
2
T35K
24
5
14
26
1
3
T35G
1
LOCALITY:
29
11
2
T35E
396
24
16
T32H
16
17
DWS: Dept. of Water & Sanitation
28
25
T34J
Main Roads
21
T60B
8
6
13
Elundini
12
EE aa ss tt ee rr nn
C
C aa pp ee
11
1
9
25
4
T33K
10
8
6
T60F
18
13
T35L
7
3
T35H
Tsolo
T35M
1
15
14
17
19
27
Nyandeni
21
4
14
4
T20B
T70A
13
10
10
T60J
CLIENT:
22
15
T36B
8
2
16
T60H
19
T36A
31
20
Lusikisiki
5
19
23
16
20
5
20
T20A
Ngquza
Hill
2
3
2
T60G
18
N2
T11D
24
1
17
26
T70E
T60K
8
16
7
12
11
11
T11F
13
9
T70B
Libode
12
Mthatha
34
11
12
7
5
31
Engcobo
T70C
30
3
Port St
Johns
7
OR TAMBO DISTRICT MUNICIPALITY
1
4
30
T11G
3
29
5
4
T20C
17
T11C
33
13
24
T20D
T70F
14
T11H
19
CONSULTANTS:
1
2
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
26
32
King Sabata
Dalindyebo
16
Port St
Johns
17
21
35
17
4
10
15
6
14
5
6
9
8
15
DISTRICT MUNICIPALITY:
16
6
18
18
National Roads
20
12
7
Ntabankulu
T33J
N1
31
25
20
22
29
17
19
R56
T35B
Census Main Places
13
8
9
18
Ward Boundaries & Numbers
2
18
15
10
21
Local Municipality Boundaries
Mbizana
1
T32F
District Municipality Boundaries
T40E
9
19
T35F
Provinical Boundaries
6
9
12
17
18
R396
3
26
13
21
T35C
T40D
7
4
3
27
7
T35D
Ezingoleni
T40C
17
8
22
16
Legend
5
Umzimvubu
23
T20E
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
28
29
PROJECT TITLE
23
22
28
18
T70D
T70G
20
5
Mqanduli
T13A
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
19
T20F
3
T20G
25
Mbhashe
20
T13B
6
T12G
7
27
23
26
25
O.R.
Ta m b o
22
Ngqeleni
MAP TITLE:
T80B
21
T80A
T80C
Intergranular and fractured > 5.0 l/s
T13C
31
Groundwater Yield (l/s)
24
17
4
8
Amathole
1
21
12
2
9
T90A
DATE COMPLETED:
Intergranular and fractured 0.5 - 2.0 l/s
28
15
18
26
14
T13D
Intergranular and fractured 0.0 - 0.1 l/s
Intergranular and fractured 0.1 - 0.5 l/s
13
Gorundwater Resources
T13E
Intergranular and fractured 2.0 - 5.0 l/s
MAP NO.:
19
T80D
2016/05/25
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160524_F5_Groundwater.mxd
DC15 Figure 5
·
Legend
5
27
Elundini
2
Provinical Boundaries
4
District Municipality Boundaries
Mhlontlo
Chris
Hani
4
Local Municipality Boundaries
31
GRIBDELE
16
Khambi
Upper
Ncise
MPAFANA
Mtata
Dam
MATSHONGWE
-B
Gaduka
LIXENI
-D
Ezigadini
Main Roads
Gxididi
Elalini - D
10
Mdeni - C
16
8
Kwamhaga
10
MANYOSINI
MAQWATINI
Existing All Town Strategy Water
Supply Areas
GXIDIDI
Cwecwe
7
ROSEDALE
MATSHONGWE
Driel
Dam
GXIDIDI
34
National Roads
2
HALLBAY
DILISHE
19
Census Main Places
N1
LUXENI
LWANDLANA
-K
LWANDLANA
MPOLOMPO
O.R.
Ta m b o
LUCINGWENI
Khambi
PHESHEY
KWETABASE
Noziyongwana
Ward Boundaries & Numbers
2
NGQWALA
MANDLENI
Impindweni
Dams & Dam Names
NCISE
MAYIBE
13
LURASINI
ROSS
MISSION
Noziyongwana
DUKATHOLE
BAZIYA
FOREST
KWANDUNGWANA
Mode
east
MBOZISA
JADA
SAWMILL
ZWELITSHA
15
TABASE
MISSION
UMTATA
DAM
NYOKA
WAQU
BAZIYA
MISSION
Jojweni
-V
Sgubudu - C
EHALINI
Ntabeliza
XHONGORA
29
LOWER
CENTULI
SIXHOTYENI
MATHAMBO
XHONGORA
OLD
PAYNE
NEW
PAYNE
QWEQWE
33
UPPER
QWEQWE
Ntabeliza
-B
NTABELIZA
BACK
NEW
PAYNE
TYUMBU
ORANGE
GROOVE
MAZIZINI
17
13
MAWELENI
21
Qweqwe
31
XHONGORA
KHWENXURA
NTSHELE
NQWATHI
17
Chaba
-C
MANYISANE
Chaba - A
Emaga
Xhongora
-C
CABA
PHAHLA
DLAKATWENI
MKHONQENI
NGQWATHI
MAQADINI
NQWATHI
Khwenxura
XHWILI
MAQHINEBENI
JIXINI
VIEDGESVILLE
QOLWENI
UPPER
QUNU
BITYI
TYELEBANA
GUNJANA - F
MABHELENI
Gunjana
-G
ZINGCUKA
TAFENI
Mgwali
MASHALENI
JOJWENI
CHANTI
Silevini
MANTSHAYI
TANTSEKA
Sakhela - A
CHEGCWANA
SAKHELA
MTENTU
MANGWENI
NDIBELA
DALINDYEBO
GATYANA
MZINYA
Tyalara
-B
MPHANDELI
Tyalara
GENGQE
GOTYIBENI
GENQE
KHOHLO
MNQANDA
JOJWENI
Ntlebane
LWANDLANA
ENGQELENI
MBIZANA
TSHONTI
Ngqeleni
22
BIJOLO
GOMATA
KHOVUTHI
MAHLATHINI
LUTHUBENI
KWAJALI
³
±
EMAMPANDLENI
GWATYU
Water Pumpstations
KROZA
KRAKRA
EGQUBENI
Scheme Supply Area
]
\
W TW
Kwe
Nxuro
ESIDIKIDINI
Kwe
Nxura
MAHLUNGULU
BACELA
KINGS
FARM
NTSITSHANA
TUTWINI
Silevini
EMAZIZINI
NCEKANA
MJIKWENI
KHARA
LONDISO
XHORANA
Water Supply Backlog Status
Ekhohlo
-B
MAQANYENI
Lower
Nenga
KHOTYANA
ENENGA
Mathokazini
-A
Emaqanyeni
ELALINI
Mahusheni
ENYANDENI
MAFUSINI Lower Nenga
KWANQENYA
THUNGWANE
NQAYIYA
Ngqawa
MZULWINI
- 17
Mzongwaneni
QHOGI
COFFEE BAY
Bunene
-A
KWAKIZI
NZULWINI
- 17
17
EMMANGWENI
MAP TITLE:
RHINI
MTUMBANE
NCALAMBENI
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo
NZULWINI
TALIMOFU
Silevini
13
KHOHLO
NDAMZI
FUNISWAYO
THUNGWANA
NZWAKAZI
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
ESIZINDENI
Khohlo
-E
MAHLUNGULU
EMASAMENI
FUTYE
GAWU
NZULWINI
KWAKHAKANA
KHANYAYO
Jali - A
FUTYE
CHELESI
KHALALO
4
Ekhohlo
-A
DINGA
DINGADA
Mbhashe
RHARA
Engcwanguba
THWALIKHULU
JALI
24
MATIYANE
THUNGWANE
XHORANA
LOWER
TYOLO
PROJECT TITLE
Dotyeni
MANANGENI
NTANDELA
Ncobo
7
NENGA
TWUNGWANA
EMAQOMENI
QADINI
Water Bulk Pipeline
HAJI
LUCWECWE
THUNGWANA
Reticulation Line
Dinga
-B
KWA
KHAWULA
ZIHAGU
SIKHOBENI
MHLABENI
MNCWASA
KHOVUTHI
MATANZI
XHORA
MVEZO
Water Treatment Works
Upper
Gunqwana
XHORANA
XHORANA
EXOLWENI
EMAQATYENI
EMALANGENI
GONYA
NTSITSHANA
MHLABUBOMKANISE
EMIJIKWENI
MABHEHANA
BELUNGWINI
KOMKULU
21
MBIZANA
NTSITSHANA
KWAAIMAN
ESIKOBENI
PS
25
NGOJINI
BIJOLO
EMANYOSINI
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MLAWU
WILLOW
MHLANGUKA
BLACK ROCK STORE
MTHONJANA
8
Adequate: Formal
Amathole
TYHOLO
MTHONJANA
MADINDI
SIKOLOKOTHA
HOLE IN
THE WALL
EMPINDWENI
bhash e
Below: Infra & O&M Needs
DATE COMPLETED:
28
M
Below: Infra Needs
2016/05/24
26
Below: Water Resources
Xora
1
Below: No Services Formal
19
18
14
2
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
26
MNQANDE
JOJWENI
NTSILEKANE
UWATYU
GQUBENI
KHOHLO
DARABE
20
Reservoirs
QUBENI
MANTSHILIBENI
KWANCANA
KWALINI
CONSULTANTS:
NGCENDUNA
MANGQOBE
KHOHLO
MANCAM
THWABE
Nyalara
Infrastructure
NTANDELA
EZITHENJINI
Silevini
ZIKHOVA
BOM BOM
a
hath
Mt
SAWUTINI
SIGINQINI
ENKALWENI
ENKALWENI
6
LOWER
QUNQU
JOJWENI
GENGQE
SITEBE
NEW REST
KWA PHAHLA
GOGOZAYO
Manyisana
25
MJELWENI
LUBISANE
EFAM
ZIBHODLA
CACADU
GANGXO
BUMBANE
KWANTSOME
MBOZISA
MAHLAMVU
PHANBI
KWENTABA
MGQUMO
DUMRANA
TYHALARA
MTENTU
MLAMBO
CORANA
LOWER
NQUNQU
MFAMZI
GENGQE
OR TAMBO DISTRICT MUNICIPALITY
MLAWU
NGCANASENI
MADLAKA
MAMFENGWINI
5
UPPER
NTLANGAZA
TYAWARA
NGWENI
23
TALA
CORANA
HLOPHE
BUWA
27
PHAZIMA
NGQUNGQU
EMAKHUMSHENI
NGWENI
NGCENGANA
NDIBELA
Blekana
-C
BOMVU
Sakhela
-C
Sakhela - D
LOWER
NGQWARA 23
MAQOMENI
SANKOBE
Blekana
-D
SAKHELA
Sakhele
NGQUNCIE
NGCEJANA
MQANDULI
TOWN
MALOZA
Blekane
MAWUTINI
Mquanduli
ZWELAKHE
MSANA
MPINDWENI
Ntlangaza
-A
ZANCI
ZWELITSHA
NGWEVANA
EMPA
NGQUNGE
RHUNE
Ntlangaza
-B
NGQUMANE
28
MAGUBU
MTENTU A
NQENCU
Mqanduli
QUNU
DINDALA
DISTRICT MUNICIPALITY:
ZANCI
XALANGA
MATYENI
CEGCWANA
Rhune
20
22
Qingqolo
BLEKANA
KOMKHULU
MADADIYELE
KWA
DLOMO
Qunu
village
KHENCEZAZO
NDAKANA
MACOSA
MADONSI
NGCENDESE
MPOLASA
EMANDLOVINI
LOWER
NGQWARA
Qingqolo
Village
MPUNZANA
NKALANE
BITYI
PHINGILILI
Upper
Gunqwana
QUNU
Nkamasana
MOYENI
RHUNI
Kwa-NDABA
MAVUNAWENI
CEZU
28
Qingqolo
QHINGQOLO
Mcobotini - C
MAMPINGENI
MOKOLWENI
SIGWALINI
Qingqolo
BLEKANA
Madwaleni - A
QUNU
FOREST
QUNU
18
Sqikini
HLABATSHANE
Nqanda
-B
Ncanaseni
TAMSANQA
SIGIBA
MADONSI
Mpikwana
-A
NTIMANUWENI
Kungcolo
KWANXELE
N2
MPIKWANA
GXWALIBOMVU
19
JULUKUQU
Gxwalibomvu - C
MSANA
Madwaleni
-B
LUXOLWENI
TAFENI
CEZU
NGCOTYENI
14
GOSO
Sawulana
-B
NDLUNKULU
BALIZULU
Silevini
CLIENT:
DOBE
HLABATSHANE
MAXESIBENI
XHWILI
NQWATHI
Nkamasana
Upper
Ngqwarha
NTUWE
Nyibeni B
16
Upper
Ngqwara
Upper Ngqwarha B
NEW TOWN
MQHEKEZWENI
XHWILI
-E
NYIBENI
MATYENENGQINA
LUKWETHU
NGIZA
Jixini
GQAQHALA
NGCWALA
MACIBINI MANZOTHENI
XHWILI
-A
MQHEKEZWENI
-A
Nyibeni
BHAKALENI
JIXINI
MAGOMBE
Langeni
-B
29
THAFENI
MBASHE
NGQUQA
QOKOLWENI
QOKOLWENI
XHUXWALA
XHWILI
MQHEKEZWENI
NDUNGWANA
NDUNDUMENI
JIXINI
Zimbane
Zimbane
SAWUTINI
MOYENI
MAWENI
Qokolweni
MAQHINGENI
MARHUDULWINI
Mqhekezweni - C
NQWATHI
24
MANDLANENI
MTEBE
MAGA
26
Zimbane
XHUGXWALA
32
KHONQENI
-A
BHIYAFU
19
35
LOWA
MAMFENENI
KUNQWATI
Jixini
ESIDWADWENI
ZIMBANE
King Sabata
Dalindyebo
MADORHWANENI
KHONQENI
LUXOMO
CHIBINI
KWADRATASHE
Centuli
-C
UPPER
CENTULE
MBUQE
KUNENE
LUTHUTHU
NTLEKISENI
XHONGORA
KWA-SABE
KHONQENI
MAZIZANI
DATASHE
CENTULI
ESIKHOBENI
Kwa-Phahla
RHELEGWINI
T
U
EE aa ss tt ee rr nn
C
C aa pp ee
Nyandeni
AMENDU
MABHELENI
Bhaziya
KHONONGWANA
NDAKWANA
ESKOM
BHONGWENI
30
Qweqwe
NTABELIZA
MAQWAMBI
QELANI
MPEKO-NTABENI
IKWEZI
4
MBOZWANA
Baziya
GUBEVU
SILVERTONE
Nkamasana
SIKHOBENI
SIGUBUDWENI
MMANGWENI
17
MPHEKO
PLANTATION
30
1
2
SOUTHERNWOOD
SHELL
HOTEL
LOCALITY:
18
3
MPEKO
GUBENU
Upper
Emaqo Tabase - B
Sigubudweni
-A
BEKE
Baziya
OLD
LINDILE
MPEKO
UPPER
TABASE
Upper
Tabase
-A
12
MBUQE
7
MYEZO
PARK
Lindile
Dumrhane
SGUBUDU
SGUBUDU
BHONGA
LWANDLANA
5
NEW
LINDILE
BAZIYA
Baziya
14
NTABENI
XHOKASHE
Baziya
-A
Mthatha
6
R61
Baziya
-C
15
9
MTSHOBO
DUMRANA
SIXUZULU
8
11
CHRIS
HANI
TSHEMESE
NGOSWANA
SIQIKINI
DWS: Dept. of Water & Sanitation
PAYNE
Tabase
MAMPINGENI
Emajwareni
FAIRFIELD
Kaplani
LANDS
END
Dlomo
NORTHCREST
DECOLIGNY
NCISE
Ngqunge
-B
MBOZISA
JOJWENI
11
Noziyongwana
TRACOR
Secondary Rivers
Libode
HIGHBURY
DECOLIGNY
CICIRA
MDENI
MARHAMBENI
18
12
Umtata
Primary Rivers
6
LINK
K.D MATANZIMA
AIRPORT
TYENI
Engcobo
9
NTSHABENI
NGCENDERHA
LUGXOGXO
Noziyongwana
15
MAP NO.:
5
2.5
0
5 Kilometers
9
12
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_ATCandXSchemeInfra_KSD.mxd
DC15 Figure 6.1
Legend
2
UMZ001
Provinical Boundaries
3
Qumbu
R56
Ntabankulu
District Municipality Boundaries
NTB001
6
13
15
Local Municipality Boundaries
12
16
Qumbu
Local WSS
17
2
Alfred
Nzo
Ndasana
Local WSS
J o e Inxu
Gqabi
396
14
Proposed
Laleni Dam
6
Mdeni
Local
WSS
Mangweni
Local WSS
8
Mhlontlo
Nkamasana
CHIBINI
Tsolo
Mangondo
Nkamasana
Mqobiso
- A WSS
LOWER
MJIKA
15
MANYOSINI
4
MNGCELENI
NOMABETSHE
Manyosini
Local WSS
MAQWATINI
TYENI
BAZIYA
FOREST
NYOKA
WAQU
BAZIYA
MISSION
SIXUZULU
Baziya
BEKE
Baziya
- C Bayiza
Baziya East Local
-A
WSS
BHONGA
BAZIYA
Baziya West
Local WSS
Ngqunge - B
MAMPINGENI
JOJWENI
SIQIKINI
MDENI
Mode TABASE MISSION
east
Tabase
MBOZISA
MBOZISA ZWELITSHA
NGOSWANA
MTSHOBO
Upper
Tabase
-A
SGUBUDU
Baziya
LWANDLANA
NDAKWANA
MAQWAMBI
MMANGWENI
Ntabeliza
Jojweni - V
Bhaziya
Ntabeliza
-B
17
NTABENI
Umtata
Municipal
Regional WSS
MPEKO
GUBENU
SIKHOBENI
SIGUBUDWENI
Sikobeni
Local
WSS
31
12
CHRIS HANI
PARK HOMES
NKULULEKWENI
OLD Lindile
LINDILE
LOWER
CENTULI
King Sabata
Dalindyebo
33
11
MDLANKOMO
EMPANGANI
MAGCAKINI - A
7
PLANTATION
GQABHATA
9
12
R61
N2
MAWELENI
16
MSINTSI
DIDI
NTENDELE
Nkamasana
MAQHINGENI
DISTRICT MUNICIPALITY:
MKHANKATHO
MBIZA
MARHEWINI
Port St
Johns
6
Lutshheko
Nyandeni Local
WSS
Nkawukazi
NTHAPANE
7
NJEZWENI
CONSULTANTS:
13
ESKOM
Mthatha
Regional
WSS
BACK
29
1
MAZIZINI
MABHELENI
ORANGE GROOVE
LUTHUTHU
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
17
3
Ngqeleni
Local WSS Ngqeleni
QWEQWE
NTSHELE
KSD004
Lujecweni
WSS
PROJECT TITLE
2
Nya002
24
17
19
thath a
M
35
KSD002
Qhaka
Regional
WSS
O.R.
Ta m b o
32
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Nya004
Nya003
AMENDU
21
Qweqwe
OR TAMBO DISTRICT MUNICIPALITY
NKAWUKAZI
LANGENI
ZIMPUNGENI
3
4
NEW PAYNE
OLD
PAYNE
8
30
2
BHONGWENI
2
Libode
Regional
WSS
18
Nciphizeni
7
NKANGA
NTABANTSIMBI
MAQHINGENI
JAMANI
DALAGUBA
Nkamasana
MPENDLE
Langeni
NGOBOZI
CLIENT:
NGCAPHE
Kuzithathele
Kuzithathele
Bakaleni
NKONKONI
Nkamasana
COMPOUND
Nkamasana KWANOMZAMO
UPPER
LIBODE
NGQWANGI MISTY
9 CORANA
15
TOWN
BUMBANE MOUNT
DRAYINI
KWANDANYA
Libode ZITENENI
Moyeni
LUKHUNI
16
EMOYENI
MAGCAKINI
MAMFENGWINI
MDINA
MHLABENI
Ncambedlana
TYUMBU
UPPER
QWEQWE
MPHANGALA
TYARA
NGOLO
5
30
Qweqwe
MARHUBENI
8
Mthatha
NORWOOD
Emdeni
EMDENI
QWEMPU
MAKHOTYANA
GXULU
NEW
SHELL HOTEL
LINDILE
QELANI
MPEKO-NTABENI
MPHEKO
PLANTATION
MARUBENI
Noziyongwana
NOXOLONDE
DININKOSI
Silevini
Noziyongwana
RANNY
NGCOBO/RAINY
MAFUSINI
SIBANGWENI
Noziyongwana
14 CICIRA
11
UMTATA DAM
MPEKO
UPPER
TABASE Dumrhane
MAQANYENI
NTSHELE
DUNGU
Nyandeni
MNCALI
NGCOBO
Corana
Regional
WSS
HIGHBURY
Impindweni
Emajwareni
LINK
NTSHABENI
Kaplani
LANDS
END
Rainy
LUTHOLI
Sibangweni/Lutholi
LUKHANYISWENI
13
GXIDIDI
NCISE
Dlomo
Local
WSS Tabase
Gubevu
Local WSS
NTABELIZA
MBOZWANA
MATHAMBO
NTABELIZA
10
FAIRFIELD DECOLIGNY
DECOLIGNY
Umtata
MARHAMBENI
DUMRANA
Upper
Tabase
Emaqo - B
Sigubudweni - A
Baziya
K.D
MATANZIMA
AIRPORT
31
MZONDENI
Lukhuni - A Lukhuni
BUNGU
MARHUBENI
Corhana
NONTSHWABU
Cwecwe
Mdeni - C
ROSEDALE
TSHEMESE
SGUBUDU
Sgubudu
-C
Mtata
Dam
MATSHONGWE
NGCENDERHA
LURASINI
ROSS
MISSION
Silevini
Nkamasana
MHLANGA
NYANDENI
GREAT
PLACE
GUNYENI
Gxididi
MATSHONGWE - B
XHOKASHE
XHONGORA
EHALINI
Mhlahlane
Regional
WSS
Kwa-GEBANE
LURASINI
INDUSTRIAL CHOPHETYENI
LOWER GUNGULULU
GXIDIDI
Elalini - D
Kwamhaga
Ezigadini
DUKATHOLE
KWANDUNGWANA
JADA
SAWMILL
18
LUGXOGXO
MAYIBE
Silevini
LURHASINI
10
NCISE
Mahibeni
Local WSS
Noziyongwana
LUCINGWENI
DILISHE
DIKELA
27
TSONGENI
Khambi
LWANDLANA
-K
MANDLENI
DIKELA
MTHOMBO
LUTHUBENI
Mrhotshozweni
Local
WSS MRHOTSHOZWENI
Noziyongwana
MPAFANA
19
LUTUBENI
EE aa ss tt ee rr nn
C
C aa pp ee
Nkamasana
GONGO
4
17
u
Mzim v ub
NJULUKA
Mthombe
18
Mgaqweni
-A
EZINKUMBINI
NGQWALA
HALLBAY
Gaduka
TAFENI
NXUKHWEBE
NQADU
Noziyongwana
Khambi
LUXENI
LIXENI
-D
Upper
Gunqwana
ZANDUKWANE
Nkamasana
NYEMBEZI
GRIBDELE
NGOLO
Qeza
Nkanini
WSS
Boycy - B
ZENZELE
16
COZA
HLANGENE MNGWNVBENI
MATYEBA
Noziyongwana
KuSOMPA
WATERFALL
MFABANTU
PHESHEY KWETABASE Upper
Ncise
LWANDLANA
34
MTHOMBE
NGAVUNGAVU
Phezukwamawa
MHLANGANISWENI
DOKODELA
MPUKUMBINI
2
Engcobo
3
THEMBENI
5
LOWER
MJIKA
MJOBENI
MAGOQOZA
MADWALENI
MHLAHLANE
KSD001
Nkamasana
NDUNGUNYENI
PHOCANI
NJAPHANTSI
LOCALITY:
2
Mangcwanguleni
Nkamasana
HLANGANI
XABANA
NOMBODLELANA
26
ESIQIKINI
Ndungunyeni
-A
Noziyongwana
TIKITIKI
UPPER
MJIKA
20
MAHOYANA
MANZIMABI
Duka
Local
WSS
EMANXIWENI
1
Bomvini
NQH001
QHOLWENI
MQANDANTO
1
DWS: Dept. of Water & Sanitation
Ngquza
Hill
KWAYALELA
NGCOLORHA
ZIBUNGU
Secondary Rivers
Mpindweni
-I
5
Tsolo Town
Local WSS
NCITSHANE
Driel
Dam
10
7
CHEKA
3
Primary Rivers
iTs itsa
3
1
Proposed Water Supply Intervention
Area
Dams & Dam Names
11
9
Elundini
MPOLOMPO
National Roads
1
Mhlo001
Noziyongwana
N1
Main Roads
1
LANGENI
Census Main Places
a
24
5
Chris
Hani
lav
M z int
Ward Boundaries & Numbers
2
5
T h in a
·
Kimbili
Local
WSS
Proposed
Ntabalanga
Dam
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
14
1
16
18
Mandlaneni
B Local
WSS
s he
Mb
ha
19
5
Mbhashe
Amathole
Mg wali
20
Maqomeni
B Local WSS
Kusigiba
Local
WSS
Ngweni
Local WSS
Nya001
Sigwalini
Local WSS
Hamsini - A
Local WSS
27
Mqanduli
Local WSS
T
U
20
WSS
PS
Below: Infra & O&M Needs
23
KSD003
Mpoza
Local
Adequate: Formal
22
Mqanduli
28
Mgqumo
Local
WSS
Water Supply Backlog Status
26
29
23
]
\
W TW
26
5.5
2.75
0
5.5 Kilometers
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo -
Reservoirs
Water Pumpstations
Scheme Supply Area
Below: Infra Needs
Below: Water Resources
22
MAP TITLE:
Infrastructure
³
±
Ngaphezulu
Local WSS
4
28
25
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
Below: No Services Formal
KSD001 Mthatha RWSS
MAP NO.:
Water Bulk Pipeline
6
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_1_ATCandXSchemeInfra_KSD_KSD001.mxd
DC15 Figure 6.1.1
·
Legend
Bayiza East
Local WSS
17
Provinical Boundaries
s
Mbha
District Municipality Boundaries
31
he
Local Municipality Boundaries
Mhlahlane
Regional
WSS
Baziya West
Local WSS
Ward Boundaries & Numbers
2
Census Main Places
N1
National Roads
KSD001
R61
Main Roads
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
GUBEVU
Primary Rivers
Sikobeni
Local WSS
KHONONGWANA
Secondary Rivers
XHONGORA
DWS: Dept. of Water & Sanitation
LOCALITY:
X ong ora
MANYISANE
NQWATHI
Chaba
-A
CABA
Chaba
-C
PHAHLA
Xhongora
-C
King Sabata
Dalindyebo
17
EE aa ss tt ee rr nn
C
C aa pp ee
KWA-SABE
MKHONQENI
Kwa-Phahla
MADORHWANENI
KHONQENI
RHELEGWINI
DLAKATWENI
NGQWATHI
KSD002
MAZIZANI
O.R.
Ta m b o
CLIENT:
MAQADINI
KHONQENI
KHONQENI
-A
16
NQWATHI
LUXOMO
DATASHE
BHIYAFU
CHIBINI
Xuk
a
KWADRATASHE
MAMFENENI
DISTRICT MUNICIPALITY:
MAGA
LOWA
Chris
Hani
KUNQWATI
OR TAMBO DISTRICT MUNICIPALITY
MARHUDULWINI
NQWATHI
CONSULTANTS:
NDUNGWANA
Engcobo
NDUNDUMENI
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
KSD004
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Mbhashe
PROJECT TITLE
MBASHE
BHAKALENI
MAP TITLE:
Water Supply Backlog Status
18
Adequate: Formal
Below: Infra & O&M Needs
Below: Infra Needs
T
U
Reservoirs
Water Pumpstations
PS
Scheme Supply Area
]
\
W TW
Below: Water Resources
Mt en t u
1
0.5
0
1 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo -
Infrastructure
³
±
NGQUQA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
KSD002 Mthatha Regional Borehole Dev
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_2_ATCandXSchemeInfra_KSD_KSD002.mxd
DC15 Figure 6.1.2
a
Z
Cen
·
KSD002
tuli
im b
ne
Nya003
Legend
Nya003
32
M
Provinical Boundaries
dum bi
District Municipality Boundaries
Local Municipality Boundaries
14
18
Ward Boundaries & Numbers
2
Census Main Places
wara
q
Ng
Ngaphezulu
Local WSS
Maqomeni B
Local WSS
Ku
N
National Roads
n
ku
19
N1
z im
Sigwalini
Local WSS
26
29
Kusigiba
Local WSS
O.R.
Ta m b o
Main Roads
b ini
23
Nyandeni
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
Primary Rivers
22
Secondary Rivers
KSD004
Mandlaneni
B Local
WSS
Lwalweni
Local WSS
ntu
Mqanduli
m
an
e
N2
n
un a
Mp
a
Mgqumo
Local
WSS
King Sabata
Dalindyebo
Ng
qu
Mte
Nya001
M that
ha
Mquanduli
28
MQANDULI
TOWN
ZWELITSHA
z
Ngweni
Local WSS
PHAZIMA
NGQUNGQU
MAQOMENI
Blekana
-D
UPPER
NTLANGAZA
NGCANASENI
EMAKHUMSHENI
KWANTSOME
KWA PHAHLA
MADLAKA
LOWER
NQUNQU
MJELWENI
JOJWENI
SIGINQINI
JOJWENI
MAHLAMVU
PHANBI
KWENTABA
SAWUTINI
g q ngqu
u
LUBISANE
NTANDELA
EZITHENJINI
ZIBHODLA
CACADU MAMFENGWINI
GATYANA
GENGQE
LOWER
QUNQU
EFAM
Manyisana
Silevini
MANGQOBE
MANTSHILIBENI
GOGOZAYO
KHOHLO
u
DARABE
BOM BOM
GENGQE
GENGQE
MANCAM
Ng o
DARABE
BIJOLO
THWABE
ya
m
n
NTSILEKANE
TSHONTI
WILLOW
CLIENT:
LUTHUBENI
KSD003
Ngqeleni
MBIZANA
LWANDLANA
22
a
ENGQELENI
20
MAHLATHINI
MNQANDA
KHOHLO
KWALINI
GOTYIBENI
GENQE
MPHANDELI
27
JOJWENI
KWANCANA
ENKALWENI
n
Qu
EE aa ss tt ee rr nn
C
C aa pp ee
MBOZISA
N
MFAMZI
GENGQE
MLAWU MLAMBO
CORANA
SANKOBE
HLOPHE
ZIKHOVA
TALA
CORANA
MALOZA
Blekana
-C
LOCALITY:
MPINDWENI
Ntlangaza - A
LOWER
NGQWARA
Mqanduli
Local WSS
NGWEVANA
ZWELAKHE
23
DWS: Dept. of Water & Sanitation
ESIKOBENI
BIJOLO
GOMATA
KHOVUTHI
NTSITSHANA
Mbozisa
Local WSS
KWAJALI
KOMKULU
NTSITSHANA
7
EMANYOSINI
MHLABUBOMKANISE
Bule
m bu
KROZA
UWATYU
MBIZANA
EGQUBENI
EMIJIKWENI
GWATYU
GWATYU
XHORA
Upper
Gunqwana
XHORANA
MNCWASA
XHORANA
SIKHOBENI
EMAMPANDLENI
Kwe
Nxuro
ESIDIKIDINI
MVEZO
MAHLUNGULU
EMAQOMENI
TUTWINI
na
Xora
JALI
Duty w
THUNGWANE
MAHLUNGULU
Ngqawa
Silevini
21
MJIKWENI
THUNGWANA
Xora
Ncobo
OR TAMBO DISTRICT MUNICIPALITY
KHANYAYO
Jali - A QADINI
NCEKANA
DISTRICT MUNICIPALITY:
Mbhashe
THUNGWANE
LOWER
TYOLO
RHARA
KSD005
XHORANA
TWUNGWANA
Kwe
Nxura
THUNGWANA
a
25
NTSITSHANA
LUCWECWE
XHORANA
KINGS
FARM
BACELA
KWA
KHAWULA
ZIHAGU
MATANZI
KRAKRA
EXOLWENI
KHOVUTHI
Dinga
-B
HAJI
CONSULTANTS:
EMASAMENI
LONDISO
EMMANGWENI
17
Mn
c
FUTYE
KHARA
CHELESI
KHALALO
NZWAKAZI
FUTYE
w as
a
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NCALAMBENI
Mpa
Xor
a
ko
Silevini
Amathole
ba
Bu m
lu
Mbha s h
8
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
13
e
PROJECT TITLE
TYHOLO
MADINDI
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
28
18
MAP TITLE:
26
Water Supply Backlog Status
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo -
Infrastructure
N
cih
an
Ntlo
nya
Below: Infra & O&M Needs
19
Below: Infra Needs
Nqabara
]
\
W TW
Below: Water Resources
14
1.5
0
Water Pumpstations
PS
ne
3
Reservoirs
T
U
Adequate: Formal
15
12
³
±
a
3 Kilometers
Below: No Services Formal
Scheme Supply Area
KSD003 Mqanduli Corridor Dev
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_3_ATCandXSchemeInfra_KSD_KSD003.mxd
DC15 Figure 6.1.3
·
Chris
Hani
C
Legend
ici
9
8
11
Tabase
Local WSS
34
gq
u
N
6
Owen
5
14
Nya003
Provinical Boundaries
District Municipality Boundaries
Corana
Regional
WSS
nge
15
30
C or a na
ra
Local Municipality Boundaries
12
Mthatha
R61
3
Census Main Places
2
Umtata
Municipal
Regional WSS
Ward Boundaries & Numbers
2
7
Mhlahlane
Regional
e
WSS
as
Ta b
Bayiza East
Local WSS
1
N1
National Roads
Main Roads
4
KSD001
30
Baziya West
Local WSS
Proposed Water Supply Intervention
Area
Dams & Dam Names
29
17
Gubevu
Local WSS
i
Primary Rivers
n
Si kobe
Driel
Dam
Mthatha
Regional
WSS
C
um
Secondary Rivers
n
g ce
13
SIXHOTYENI
33
e
Sikobeni
Local WSS
M
bh a s h
Xo
n gor a
Nyandeni
31
Cen
tu
XHONGORA
Emaga
li
ESIKHOBENI
ZIMBANE
NTLEKISENI
Khwenxura
Jixini
ZIMBANE
UPPER
CENTULE
MBUQE
LOCALITY:
KUNENE
Centuli
-C
17
Nya003
KHWENXURA
CENTULI
XHONGORA
ESIDWADWENI
35
MAQHINEBENI
Mthath a
Zimbane
XHWILI
Mten tu
KSD002
JIXINI
XHUGXWALA
MANDLANENI
ban e
Zi m
MTEBE
32
MAQHINGENI
16
Xuka
VIEDGESVILLE
Mqhekezweni - C
MQHEKEZWENI
MQHEKEZWENI - A
XHWILI - A
MQHEKEZWENI
Nyibeni
NEW TOWN
NYIBENI
Nkamasana
Nyibeni B
XHWILI
-E
Silevini
NGCOTYENI
Nkamasana
18
TYELEBANA
MOKOLWENI
GUNJANA
-F
RHUNI
BITYI
Kwa-NDABA
Lwalweni
Local WSS
KWA
DLOMO
NQENCU
EMPA
NGQUNGE
MSANA
Ngweni
Local
WSS
NGCEJANA
NGQUNCIE
CHEGCWANA
MANTSHAYI
TANTSEKA
gq
XALANGA
pun za
M
n
NGCENGANA
Ng
ar
a
Mqanduli
NGQUMANE
m
28
Ntlangaza
-B
ZANCI
JOJWENI
ZANCI
DISTRICT MUNICIPALITY:
Mqanduli
Local WSS
CHANTI
Sakhele
SAKHELA
Sakhela
Sakhela
-D
-A
Sakhela
-C
Silevini
MAWUTINI
BLEKANA
KOMKHULU
QUNU
MAGUBU
Sigwalini
Local WSS
ZANCI
MACOSA
MADADIYELE
N2
CLIENT:
Qingqolo Qingqolo
Village
MPOLASA
EMANDLOVINI
LOWER
NGQWARA
MPUNZANA
QUNU
FOREST
QUNU
Qunu village
DINDALA
QHINGQOLO
NDAKANA
a
RHUNE
MASHALENI
NKALANE
MATYENI
Mgqumo
Local WSS
Mcobotini
-C
e
an
CEGCWANA
MTENTU A
MAVUNAWENI
CEZU
u
NGCENDESE
Rhune
Mgwali
Upper
Gunqwana
QUNU
ZINGCUKA
BLEKANA
TAMSANQA
Nya001
Qingqolo
KHENCEZAZO
N
Gunjana
-G
TAFENI
Sqikini
22
qw
PHINGILILI
Kungcolo
SIGWALINI
Qingqolo
MAMPINGENI
Mandlaneni B
Local WSS
MADONSI
MOYENI
MABHELENI
Nqanda
Madwaleni - A - B
Ncanaseni
NTIMANUWENI
SIGIBA
MADONSI
Mpikwana - A
HLABATSHANE
Madwaleni - B
CEZU
BITYI
GXWALIBOMVU
DOBE
GOSO
Sawulana
-B
LUXOLWENI
Kusigiba
Local WSS
HLABATSHANE
NDLUNKULU
KWANXELE
Maqomeni B
Local WSS
NGCWALA
MAXESIBENI
TAFENI
KSD004
MPIKWANA
MSANA
19
JULUKUQU
Gxwalibomvu
-C
JIXINI
26
Langeni
-B
MANZOTHENI
Upper
Ngqwarha
Upper
Ngqwara
NTUWE
UPPER
QUNU
QOLWENI
Nkamasana
Upper
Ngqwarha B
BALIZULU
Ngaphezulu
Local WSS
NQWATHI
EE aa ss tt ee rr nn
C
C aa pp ee
NGIZA
GQAQHALA
Upper
Ngqwara
MATYENENGQINA
14
MAGOMBE
29
LUKWETHU
XHWILI
MACIBINI
XHUXWALA
XHWILI
THAFENI
Engcobo
JIXINI
Jixini
QOKOLWENI
QOKOLWENI
SAWUTINI
MOYENI
MAWENI
Qokolweni
Zimbane
Zimbane
O.R.
Ta m b o
DWS: Dept. of Water & Sanitation
Blekane
OR TAMBO DISTRICT MUNICIPALITY
BOMVU
SAKHELA
NGWENI
u
MTENTU
NDIBELA
NDIBELA
King Sabata
Dalindyebo
NGWENI
DUMRANA
DALINDYEBO
CONSULTANTS:
g q ngqu
u
N
MANGWENI
BUWA
Qun
TYAWARA
MGQUMO
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
BUMBANE
TYHALARA
GANGXO
MTENTU
NEW REST
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
27
23
SITEBE
ENKALWENI
6
Tyalara
-B
B ule m
MZINYA
Tyalara
20
22
b
u
Nyalara
Ngqeleni
Mbozisa
Local WSS
KSD003
N
g
o
ny
am
M
nc
a
wa
sa
PROJECT TITLE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Amathole
Mbhashe
MAP TITLE:
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo -
Xora
n
a
tyw
a
Adequate: Formal
21
Below: Infra & O&M Needs
7
Xora
4
8
3.5
1.75
13
a
Nci h an
yu
M un
0
Reservoirs
Water Pumpstations
PS
KSD004 Lukwethu Water Supply
Scheme Supply Area
Below: Infra Needs
Xora
Below: Water Resources
3.5 Kilometers
T
U
Below: No Services Formal
26
]
\
W TW
DATE COMPLETED:
2016/05/24
17
Water Treatment Works
Reticulation Line
28
MAP NO.:
Waterl uBulk
Pipeline
mb
a
Du
Water Supply Backlog Status
Mbhash
e
³
±
Infrastructure
Bu
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_4_ATCandXSchemeInfra_KSD_KSD004.mxd
DC15 Figure 6.1.4
Provinical Boundaries
Mth
t
District Municipality Boundaries
ha
Meveni - A
Local WSS
a
Local Municipality Boundaries
QUBENI
qu
·
Legend
Ward Boundaries & Numbers
2
g
un
N gq
Census Main Places
25
N1
GQUBENI
NGCENDUNA
National Roads
27
Main Roads
Proposed Water Supply Intervention
Area
Dams & Dam Names
GOSO
Nya001
KHOHLO
26
Driel
Dam
Ntlebane
MNQANDE
Primary Rivers
Nyandeni
Secondary Rivers
MLAWU
DWS: Dept. of Water & Sanitation
KSD003
Mbozisa
Local WSS
BELUNGWINI
JOJWENI
LOCALITY:
EMAQATYENI
GONYA
MABHEHANA
bi
KWAAIMAN
Mdum
NGOJINI
EMALANGENI
MABHEHANA
NENGA
Dotyeni
MHLABENI
DINGA
EE aa ss tt ee rr nn
C
C aa pp ee
MANANGENI
O . R . MATIYANE
Ta m b o
Engcwanguba
NTANDELA
NZULWINI
KWAKHAKANA
Ekhohlo
-A
King Sabata
Dalindyebo
Ekhohlo
-B
ESIZINDENI
Mathokazini
-A
GAWU
Khohlo
-E
MAQANYENI
KHOHLO
KSD005
CLIENT:
ENENGA
NDAMZI
FUNISWAYO
Mahusheni
Lower
Nenga
THWALIKHULU
KHOTYANA
Coffee Bay
Local WSS
Emaqanyeni
Lower
Nenga
MAFUSINI
ELALINI
DISTRICT MUNICIPALITY:
ENYANDENI
MZULWINI
- 17
COFFEE
BAY
QHOGI
KWANQENYA
24
Mzongwaneni
DINGADA
a
Bul u m b
OR TAMBO DISTRICT MUNICIPALITY
NZULWINI
- 17
NQAYIYA
KWAKIZI
17
Mn
cw
Bunene
-A
RHINI
CONSULTANTS:
asa
MTUMBANE
Mpako
28
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NZULWINI
TALIMOFU
BLACK
ROCK
STORE
MHLANGUKA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
MTHONJANA
PROJECT TITLE
Mbhashe
Amathole
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
EMPINDWENI
MTHONJANA
HOLE IN THE WALL
SIKOLOKOTHA
MAP TITLE:
Adequate: Formal
19
Below: Infra & O&M Needs
T
U
Reservoirs
³
±
Water Supply Backlog Status
Water Pumpstations
PS
18
Below: Infra Needs
Scheme Supply Area
]
\
W TW
Below: Water Resources
1.5
0.75
0
1.5 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
King Sabata Dalindyebo -
Infrastructure
KSD005 Coffee Bay RWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_1_5_ATCandXSchemeInfra_KSD_KSD005.mxd
DC15 Figure 6.1.5
·
Joe
Gqabi
Legend
8
ira
K in
7
Provinical Boundaries
District Municipality Boundaries
15
27
Hayiheke
Khubusi
Local Municipality Boundaries
9
HAYIBEKE
Ward Boundaries & Numbers
2
Phelandaba
14
22
Khubusi
16
Census Main Places
N1
Noziyongwana
GQWESA
17
12
Upper
Magxeni
Ilundeni
ETHWA
7
EZIMBENYWINI
20
MBEZA
GWADANA
16
Mdabukweni
Existing All Town Strategy Water
Supply Areas
13
Noziyongwana
Qhanqu
QOTIRA
MALADINI
11
18
Makelweni
Mdabukweni
Mukuleni
Lower
Magxeni
Mbeza
Umzimvubu
Driel
Dam
MCUBAKAZI
MAQHUBINI
NYANDENI
Luqolwenu
National Roads
Main Roads
MJIKELWENI
Tyemnyama
Dams & Dam Names
MAGONTSINI
Luqolweni
Primary Rivers
19
21
SIVIVANENI
NTABODULI
Gwadane
Maqwathini
Ngele
SKWAYINI
NDAKENI
DWS: Dept. of Water & Sanitation
KAMASTONE
TSILITWA
NYANISWENI
Sixhotyeni
SANGQU
25
Mpedle
UPPER
LWANDLANA
MDENI
Lower
Lwandlana
MAFUSINI
Kwandoyi
BELEKENCE Sulenkama
NGCOTHI
6
SIGUBUDWINI
Sulenkama
Tyhuname
MAQANYENI
7
GURHA
18
Noziyongwana
Khunkutha
KOMKHULU
Cengcani
MTHOZELA
MDENI
Ntabankulu
i
SITHANGAMENI
22
LUXENI
NGELE
-C
Kimbili 2
GUNQWANE
MAHLUNGUU
NOZITYANA
MAQANYENI
DEBEZA
17
Diphini
-B
Mpesheni
Mafusini
NGQAKAQENI
Lluqolwenl
MPETSHENI
Elundini
4
MJIKWA
Mangwaneni - CC
Langeni
- BB
CULUNCA
MISSION
KWA DELA
LOWER
NGCOLOKINI
MADYIMBA
NKONKWENI
16
Upper
Gunqwana
MBINDA
SIKOBENI
2
13
Gubeni
-A
a
Upper
Gunqwana
Ntsheleni
in
Th
QUMBU
QUMBU
TOWN
MANXIWENI
BOMVINI
MBOBO
MATYHAMINI
BALASI
NXOTWE
CLIENT:
12
MPINDWENI
NEWSTEAD
NXOTWE
NTSHELENI
MPINDWENI
Upper
Gunqwana
BALASI
3
MDYOBE
GABAZI
LUQOLWENI
LOWER
TYIRHA
24
Nyanisweni
Qumbu
NDZEBE
NTSHONGWENI
Silevini
MARHAMBENI
LOWER TYIRA
396
Ncumbe
UPPER
NGCOLOKINI
SENKUNZI
MBENZA
BHUWA
15
BAJODINA
LOWER
TYIRA
Esikolweni
-D
BUWA
NGXAKOLO
LOWER
CHULUNCA
MISSION
6
Mambalwini
NYOKANA
Upper
Gunqwana
NGQONGO
DEBEZA
17
GQUNU
MAVUNDLENI
Upper
Gunqwana
MIDDLE
TYIRA
BHUBESI
TSOLO
ZILANDANA
23
NGQONGQWENI
Proposed
Ntabalanga
Dam
25
Kumadukuda
MHLANGALA
Lower
Ngcolokili
BLACK
HILL
MABHOLOMPA
Detyana
TOLENI
N2
MAHLUNGULU
Thambekenr
EE aa ss tt ee rr nn
C
C aa pp ee
MFUNDISWENI
XABANE
Upper
Gunqwana
KOMKHULU
CABA
Kwatshane
5
TOLENI
MNGQUNYANA
MZUZANTO
DETYANA
Mafusini
Maplotini
BHEJA
MPINDWENI
NGXABAXHA
GQUKUNQA
Ngqakaweni
3
SITISHINI
MACHIBINI
KRANCOLO
Krancolo
MAGQAGQENI
Alfred
Nzo
KIMBILI
Nozityana 1
NKOMPOLWENI
NGXOTHO
MTHOZELO
Dumaneni 1
ESITHALENI
20
MANGXAMFU
NGONYAMENI
DUMBA
Gubeni
-B
BOMVINI
LOWER
TYIRA
MPOZA
In xu
NCALUKENI
NDAKENI
NDZEBE
2
NO 9
BUHLUNGWANA
14
LUQOLWENI
ERAYINI
MALONGWE
MNGA
FAMENI
NTIBANE
FARMS
XENI
ENKAMENI
Balasi
-C
MDIBANISWENI
Ntshiqo
NOMHALA
MAJABA
Mhlabati
-B
NTSHINTSHI
-A
KUKUMEHLO
Nkamasana
BHAKANENI
ESINGENI
-F
1
ZINGCUKA
DANDALAZILE
ST.
CUTHBERTS
MAQAKAMBENI
ESINGENI
NOGQADASI
- EE
ESINGWENI
Mhlabeni
-E
Endwe B
NGWEMNYAMA
MMANGWENI
GANDANA
MAGCAKINI
NQUBUSINI
UPPER
LOTANA
MBENI
11
MANZANA
9
Lower
Lotina
BHAYI
EGOLIDENI
NDIMANGA
GONGO
Tsolo
Upper
Gunqwana
TSOLO
TOWN
TYENI
CINGO
Ngquza
Hill
1
Nkamasana
MBHONGWENI
Nkamasana
MAYALULENI
OR TAMBO DISTRICT MUNICIPALITY
Endwe A
MDENI
QANDA
NOZIYONGWANA
GODZI
3
MAMPINGENI
Nkamasana
Nkamasana
BHUNGENI
MABULULU
KRATYENI
Tsolo
NTYWENKA
6
GOTSI
JOJWENI
MADADENI
UPPER
LOTANA
MBINJA
GWALI
MAGONKONE
MBUTHO
QHOLWENI
LABRY
JENEE
Nkamasana
QUTHUBENI
Tshisani
-A
GOQWANA
TIKITIKI
Nkamasana
NTENDELESHE
MQANDANTO
26
Nkamasana
Mangondo
1
5
EZINTUTYANENI
ESIBHALWENI
NCITSHANE
Nkamasana
EMANXIWENI
XABANA
Mhlontlo
UPPER
MJIKA
LOWER
MJIKA
MAGOQOZA
MADWALENI
MNGWNVBENI
NKANINI
Water Bulk Pipeline
NQADU
LOWER
MJIKA
27
NQADU
NOMABETSHE
NYEMBEZI
31
MRHOTSHOZWENI
ZENZELE
h
Mt h a
Port St
Johns
Water Supply Backlog Status
O.R.
Ta m b o
MNGCELENI
ZWELITSHA
NGQWALA
Adequate: Formal
LOWER EGOTYIBENI
GUNGULULU
MAP TITLE:
Existing Scheme Areas
and Infrastructure Components:
Mhlontlo
Below: Infra & O&M Needs
TSONGENI
t
a
LANGENI
LURASINI
INDUSTRIAL
Noziyongwana
MFABANTU
MATYEBA
Noziyongwana
19
Reticulation Line
Nyandeni
2
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Water Treatment Works
Nkamasana
NOMBODLELANA
MPUKUMBINI
W TW
MHLAKULO
Nkamasana
5
MHLAHLANE
]
\
Sidani
WATERFALL
PROJECT TITLE
Scheme Supply Area
4
Nkanini
Boycy
-B
NJAPHANTSI
20
Water Pumpstations
3
HLANGENE
4
HLANGANI
Reservoirs
Nkamasana
KILILI
PHOCANI
18
T
U
PS
TSHISANE
CHEKA
ZIBUNGU
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Infrastructure
Tsolo
CEKA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
2
CINGO
NTABELANGA
Noziyongwana
CONSULTANTS:
Noziyongwana
QUTHUBENI
Engcobo
DISTRICT MUNICIPALITY:
Mncetvana
Proposed
Laleni Dam
LABRY
Bele - B
MDENI
1
LALENI
CINGO
XOKONXA
Ntibane
i
Nkamasana
Nkamasana
BULEMBU
FARM
EMDIBANISWENI
Tsit sa
MBOKOTWANE
7
NTSHIQO
MTHONYAMENI
EZIMBELENI
MFABANTU
Nkamasana
MMANGWENI
Nkamasana
8
MANKA
MANKA
LUQOLWENI
Mnga - B
MPOZA
MADIBA
TINA
FALLS
SHAWBURY
MKHOTSHOZWENI
GUNQWANE
GONGQWANA
MPOZA
ZIWELITSHA
NGCOLOSI 12
3
NGWEMNYAMA
GREATER
HONONO
MALONGWE
GQEYANA
a
DUMBA
NEUSTAD
EDRAYINI
Nkamasana
GQEYANA
NDAKANA
intl
Nkamasana
KUHLEKE
MAGQUBENI
NDAMANGA
LOWER
KROZA
XIBENI
LOWER
MALEPELEPE
MAGUTYWA
Mz
NDASANA
UPPER
MALEPELEPE
5
1
10
MJIKWENI
BIJO
MVANE
MVUMELWANO
UPPER
KROZA
³
±
o
Mo
GQILI
KWANDOYI
Mangcuseni
Sizindeni
va
Ngqwaneni
NCOTHI
KWA-NGOTHI
LOCALITY:
NGXANGXASINI
TSHOLA
21
R56
Mzimvu b u
SITHALENI
MKHWEZWENI
R396
9
10
NOBAMBA
19
MANGWENI
Nyango
Secondary Rivers
NONYIKILA
Below: Infra Needs
16
15
34
King Sabata
Dalindyebo
8
2
Mtata
Dam
10
Below: Water Resources
10
16
8
DATE COMPLETED:
2016/05/24
6
Below: No Services Formal
MAP NO.:
11
13
12
9
R61
Mthatha
7
5.5
Libode
2.75
0
5.5 Kilometers
15
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_2_ATCandXSchemeInfra_Mhlontlo.mxd
DC15 Figure 6.2
·
11
24
Legend
21
Proposed
Mkemane Dam
Matatiele
Greater
Kokstad
Ndumndum
Area Water
Supply
Provinical Boundaries
Sisonke
District Municipality Boundaries
MAT001
14
Local Municipality Boundaries
22
Ward Boundaries & Numbers
2
10
NTB001
10
Census Main Places
24
N1
16
National Roads
15
2
6
ne
Main Roads
Proposed
Nkanji Dam
e ny a
9
Mv
13
ir
Kin a
12
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
3
Primary Rivers
11
5
Secondary Rivers
14
23
8
Ntenetyana
Dam
DWS: Dept. of Water & Sanitation
4
R396
7
27
Mt Ayliff
Town
Local Wss
8
Senqu
15
Umzimvubu
HAYIBEKE
Hayiheke
MANGWENI NTABODULI
SITHALENI
NDAKENI SANGQU
Sixhotyeni
MKHWEZWENI
KWA-NGOTHI
TSHOLA
Mpedle
Sizindeni
Kwandoyi
M
ooi
Khunkutha
19
21
10
KOMKHULU
LUXENI
Tabankulu
Local Wss
25
NGXANGXASINI
u
Mzimvu b
6
Sulenkama
Local WSS
Kimbili
Local WSS
GUNQWANE
Tyhuname
NGCOTHI
GQILI
GURHA
MTHOZELA
Kimbili 2 MDENI
20
NKOMPOLWENI
ESITHALENI
CLIENT:
Ntabankulu
MAGQAGQENI
N2
SIGUBUDWINI
GQILI SITHANGAMENI
7
25
MAFUSINI
Noziyongwana
5
MAQANYENI
KRANCOLO
8
4
DISTRICT MUNICIPALITY:
3
5
2
hin
va
ntla
I nxu
Mz
MVANE
CONSULTANTS:
1
3
T si t sa
2
Sakhisizwe
ESIBHALWENI
20
O.R.
T a m b o Mhlontlo
Chris
Hani
2
Nkamasana
Mhlahlane
Regional
WSS
13
34
19
15
Manyosini
Local WSS
King Sabata
Dalindyebo
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
18
2
17
5
Water Supply Backlog Status
Nyandeni
Nkanini
WSS
Lower Mjika
Local WSS
27
Adequate: Formal
4
4
31
16
Libode
Regional
Below:
Infra
WSS
& O&M Needs
Below: Infra Needs
Port St
T
U
ReservoirsJohns
Water Pumpstations
PS
Scheme Supply Area
]
\
W TW
Below: Water Resources
Mtata
Dam
10
7
10
3.5
0
9
13
11
7 Kilometers8
Below: No Services Formal
16
7
Nya003
Existing Scheme Areas
and Infrastructure Components:
Mhlontlo -
Infrastructure
t
Mt h ah a
NQH001
MAP TITLE:
Nkanini
Sidani
NKANINI
MHLAKULO
Sidani
Corana
Regional
WSS
Engcobo
PROJECT TITLE
1
3
Local
WSS
Mqobiso
- A WSS
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Ngquza
Hill
³
±
1
1
OR TAMBO DISTRICT MUNICIPALITY
i
a
17
9
Lower Lwandlana
Sulenkama
SITISHINI
Dumaneni 1 MTHOZELO
TOLENI
Cengcani
MAHLUNGUU NGXOTHO
NOZITYANA KIMBILI
BHEJA
NGELE
Nozityana 1
MACHIBINI
MPINDWENI
Upper
23
-C
MZUZANTO
13
DETYANA
DEBEZA
Krancolo
Gunqwana
MFUNDISWENI
MNGQUNYANA
Diphini
Mafusini
MAHLUNGULU
17
Mangwaneni - CC
BHUBESI
Ngqakaweni
- B NGXABAXHA
Kumadukuda
GQUNU
CABA
Detyana
NGQAKAQENI Kwatshane
KOMKHULU
LOWER
Mambalwini
XABANE MJIKWA
TSOLO
CULUNCA
Mpesheni
MHLANGALA
BLACK HILL
NGCOLOKINI
Langeni
BB
Maplotini
MABHOLOMPA MISSION
Lower
MAVUNDLENI
MPETSHENI
NGQONGO
Mafusini
BHUWA
ZILANDANA Ngcolokili
Upper
MADYIMBA
KWA DELA
NYOKANA
Gunqwana
12
MARHAMBENI
NKONKWENI
Proposed
Thambekenr
Ncumbe
Ntabalanga
UPPER NGCOLOKINI
Silevini
BUWA
MIDDLE
15
NGXAKOLO
DEBEZA
Dam
NGQONGQWENI
TYIRA LOWER
MBINDA
MDYOBE
Upper Gunqwana
TYIRA
SIKOBENI
Nyanisweni
MPINDWENI
MBENZA BAJODINA
Esikolweni - D
T
NTSHELENI
LUQOLWENI
GABAZI
Qumbu
Gubeni
Upper
6
Ntsheleni
-A
LOWER TYIRA SENKUNZI QUMBU
Gunqwana
LOWER CHULUNCA MISSION
NDZEBE
MPINDWENI
BOMVINI
BALASI QUMBU TOWN
BOMVINI
MANXIWENI
MBOBO
NTSHONGWENI
16
LOWER TYIRHA
Upper
NGONYAMENI
Qumbu
396
NEWSTEAD DUMBA
24
11
NXOTWE
Gunqwana
MATYHAMINI
Local WSS
MANGXAMFU
BALASI
MPOZA
9
LOWER
MADIBA
Gubeni - B
NDZEBE
MVUMELWANO
NDAKENI
TYIRA
NDAKANA
NCALUKENI
MJIKWENI
BUHLUNGWANA
Mhlo001
UPPER
Ndasana
DUMBA
MPOZA
TINA
MALEPELEPE
LUQOLWENI
14
ERAYINI
NO 9
NDAMANGA
Local WSS
FALLS NGWEMNYAMA
XIBENI
5
BIJO
EDRAYINI
NEUSTAD
SHAWBURY
MAGUTYWA
NDASANA
LOWER KROZA
10
Nkamasana
EZIMBELENI
MKHOTSHOZWENI
ZIWELITSHA MALONGWE
MANKA
FAMENI
Proposed
Mncetvana
GONGQWANA MPOZA
GREATER
Laleni Dam
Nkamasana
Nkamasana
NGCOLOSI 12
MANZANA
6
MAMPINGENI
KUHLEKE
MBOKOTWANE
HONONO
LUQOLWENI
GUNQWANE
Endwe B
NTIBANE FARMS
Mnga - B
i
LALENI
NGWEMNYAMA
MALONGWE
7
GQEYANA
MDIBANISWENI
1
NTSHINTSHI
MNGA
MBENI
Endwe A
MAGCAKINI
BULEMBU
NQUBUSINI GANDANA
-A
MMANGWENI
MFABANTU
MANKA
MAGQUBENI
Ntshiqo
FARM
Nkamasana
BHAYI
Lower
8
EGOLIDENI
XENI
Nkamasana Lotina
NOMHALA Bele
LABRY
EMDIBANISWENI
CINGO
Nkamasana
MDENI
MTHONYAMENI
Balasi - C
-B
Upper
NTSHIQO
MABULULU DANDALAZILE
Ntibane
QANDA NDIMANGA
ENKAMENI MAJABA
Gunqwana MBHONGWENI
GONGO
UPPER
GODZI
TSOLO BHUNGENI
KRATYENI
NOGQADASI
LOTANA
Nkamasana
CINGO
Tsolo TOWN
Nkamasana
Tsolo
MMANGWENI
ESINGENI
3
MAQAKAMBENI
ZINGCUKA MAYALULENI Tsolo Town
- EE
Noziyongwana
MADADENI
MDENI
BHAKANENI
ESINGENI
ST. CUTHBERTS GOTSI
Local WSS
UPPER LOTANA
- F ESINGWENI
CINGO
TYENI
Tsolo
GWALI
MBUTHO
Tsolo
MBINJA QUTHUBENI
NTYWENKA
JOJWENI
CEKA
NTABELANGA
MAGONKONE
Nkamasana
JENEE
KSD001
QUTHUBENI
LABRY
Nkamasana
26
1
Nkamasana
NTENDELESHE
5
GOQWANA
Tshisani - A
Nkamasana
Nkamasana
KILILI
Duka
TSHISANE
22
14
Kubhonxa
Local WSS
NYANISWENI
UPPER
LWANDLANA
EE aa ss tt ee rr nn
C
C aa pp ee
11
18
16
SKWAYINI
19
TSILITWA
KAMASTONE
12
18
NOBAMBA
Ngele
BELEKENCE Sulenkama
NCOTHI Ngqwaneni
3
MBEZA
Tyemnyama
Mdabukweni
Upper
Mukuleni EZIMBENYWINI Magxeni
Luqolweni Mbeza
Luqolwenu
MAGONTSINI
MALADINI
MCUBAKAZI
GWADANA
Qhanqu
21
MAQHUBINI
NYANDENI
Gwadane
NONYIKILA
Maqwathini
QOTIRA Luqolwenu
Nyango
Joe
Gqabi
17
MJIKELWENI
Makelweni
GQWESA
7
Elundini
15
13
Phelandaba
Noziyongwana
4
9
22
Khubusi
16
ETHWA
Alfred
Nzo
LOCALITY:
UMZ001
20
R56
Mnceba
Regional
Wss
2
Mhlo001 Umzimvubu RWSS
13
DATE COMPLETED:
2016/05/24
Water Treatment Works
Nya004
Reticulation8Line
MAP NO.:
6
Water
Bulk Pipeline
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_2_1_ATCandXSchemeInfra_Mhlontlo_Mhlo001.mxd
DC15 Figure 6.2.1
·
Mt a vuna
m
16
12
8
15
Legend
9
Provinical Boundaries
13
Noziyongwana
30
13
Proposed
Mzintlavana
Dam
14
BHUNGENI
Lwandlana
-H
LWANDLANA
District Municipality Boundaries
17
29
MAGQABESI
Local Municipality Boundaries
20
Ward Boundaries & Numbers
2
Kwa-BHALA
ELHIBINI
12
Census Main Places
21
10
N1
25
MATHE
GQINA
9
Main Roads
31
19
KUGQARHU
7
NGQELEMANE
Existing All Town Strategy Water
Supply Areas
DIBANDLELA
BALA
XOPOZO
8
Driel
Dam
Luthulini
LUTHULINI
JINGIXENI
DUKUZA
National Roads
JACA
RWANTSANA
10
Luthulini
6
22
Dams & Dam Names
Primary Rivers
XOPOZO
LUTHULINI
11
MDUDWA
Secondary Rivers
DEBESE
Mbizana
LUTHULINI
NCUNGENI
Upper
Gunqwana
5
DWS: Dept. of Water & Sanitation
Sigcau
MKHUMBI
MHLANGA
ub
u
a
tlav
30
LUJECWENI
Upper
Gunqwana
8
MATALENI
LOCALITY:
THWASI
NGQANDULO
Noziyongwana
NDAKENI
Noziyongwana
Zadungeni
Noziyongwana
in
THWASI
Mz
4
NDIMAKUDE
FLAGSTAFF
TOWN
GABAJANI
Flagstaff
6
28
SABELO
BHALASI
NDAKENI
Upper Gunqwana
Mkumeni - B
LOWER
MZENGE
FAMA
9
J.B.
16
TAWUKA
Ndakeni
MNGENI
LUQHOQWENI
SIGUBUDWINI
MPHUMAZE
MTHWAKU
MANGQUZU
NDAKENI
Baleni
10
NZONDENI
MQWANGQWENI
MKETENGENI
NO 9 A
LUDIWANE
15
TAMZI
BUMAZI
EQHOQHWENI
7
29
EE aa ss tt ee rr nn
C
C aa pp ee
MDUMAZULU
LUQHOQHWENI
3
BISI
2
NQWABENI
KWANYATHI
MTSHAYELO
SICWENZA
MQANGQWINI
MANQILO
Hlwahlwazi
SIKITINI
MABALENGWE
Alfred
Nzo
MATSHISI
KwaCoka
MTSHAYELO
TAWENI
KHIMBILI
R61
MDUMAZULU
MKHETENGENI
HLWAHLWAZI
MBADANGO
NGQUZA
COKA
MAXAXIBENI
MCELU
MQWANGQWENI
MANTLANE
DUPHU
MXHOZWENI
GUQA
LWANDLANA
11
Mhlontlo
5
HALA
Nkamasana
MHLUMBA
LITLAPHELE
Upper
Gunqwana
BHODWENI
11
SICHONTWENI
COKA
WOODLANDS
NGQUZA
MTSHAYELO
KHANYAYO
MARHAMZI
DANGWANA
27
NKOZO
Nkamasana
Happy
Valley
Noziyongwana
Nkamasana
QHAMANGWENI
RHAMSI
GAGENI
1
SIKHULU
TSHONYA
KHALAMFAZI
ESIKHULU
MANTLANENI
Thi n a
MARAMZENI
BUHLANYANGA
KWA - CELE
KWACELE
MROSHANENI
Mkhamela
-C
ETYENI
DUKADA
DIKI
LUMAYINI
RHAMSI
DOLOPINI
12
MFINIZWENI
MANGWENI
MDLAMBULO
GOXOZA
KWASILANGWE
LUMAYENI
GQIBENI
Ndakeni
-M
EMAQATYENI
MHLOPHEKAZI
SIKHULU
NGCANGCA
MANGWENI
MFINIZWENI
KWATHAHLE
Maramsini
BABANI
THAKANELO
XHURANA
DIDI
Lusikisiki - B
NGQANDULWANA
NYEMBEZINI
LUQUMBINI
13
NGQANDULWANA
LUQUBENI
NTONTELA
iTsitsa
MAVALELENI
UPPER
MKATA
Qebedu
MRHOTSHOZWENI
24
KWA BHALA
1
2
NTLELE
XHAMA
Makhwalweni
-D
MALANGENI
KWAMBHAYI
BAZANA
PALMARTONE
MACHIBINI
NGQUBUNGWENI
Proposed
Zalu Dam
NDIMBANENI
MPISI
NTLANGWINI
NKUNZIMBINI
17
MAGUNGULULU
Esidwadweni - A
15
Kwabela
GOODHOPE
MTSHISO
14
20
LAMBASI
MZIMTSHA
FAHLA
20
MBILA
NQAQHUMBE
21
DUBANA
Makhwalini - B
NGOBOZANA
Ntontela - D
NIKWE
GOBOZANA
19
KWA NDENGANE
Ngquza
Hill
EMBOLENI
LAMBASI
MKHOSE
GOSO
Dubana B
Port
Grosvenor
NEW TOWN
MZIZANGWA
EZIBELENI
CABEKWANA
MCOBOTINI
Nkamasana
27
Reservoirs
Water Pumpstations
23
Scheme Supply Area
Magwa Tea Plantation
MZIZWANGWA
MCOBOTHINI
MZIMHLE
INDUSTRIAL
Goso - B
DUBHANA
Silevini
MAGWA
TEA
ESTATE
Nyandeni
T
U
PS
KWANYUSWA
NTSIMBINI
19
Mhlanga
Dam
]
\
MAGWA TEA PLANTATION
CUTWINI
W TW
Magwa Tea
Plantation
15
Water Treatment Works
Reticulation Line
PROJECT TITLE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Water Bulk Pipeline
THEMBENI
Port St
Johns
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Infrastructure
MAZIZI TEA
PLANTATION
UNITY
PARK
MZINTLAVA
Thembukazi
-B
22
Magwa
Dam
THEMBUKAZI
NTONTELA
NTANZI
MTSHAYAZAFE
Lusikisiki
NYOSANI
CONSULTANTS:
MSIKABA
LAMBASI
Lambasi
-F
Mgezwa
MMANGWENI
Khonjwayo
-B
MGEZWA
MDIKAZI
17
TEMBHUKAZI
MKHAMBATHI
IAMBASI
LAMBASI
KANANA
KOMANI
MTSHISO
KWANDENGANE
LAMBASI
Nkamasana
16
Silevini
Noziyongwana
OR TAMBO DISTRICT MUNICIPALITY
PHUMLO
KWA-DICK
NTSIMBINI
MBENYANE
Nkamasana
Kwa-BHUMBUTA
THUNGWANA
NGXABANE
MAKHWALINI
MAKHWALENI
MSIKANA
KHONJWAYO
18
NTLEMBINI
MAKHWALWENI
NTONTELA
MSIKANA
LIYOSE
ELUXOLWENI
MAVALENENI
MKHAMBATHI
THAHLA
THELAWAYEKA
MATHEKO
MAKHWALWENI
BHUQA
MKHAMELA
MAWUSHENI
18
QAWUKENI
XHURANA
MFINIZWENI
DISTRICT MUNICIPALITY:
THAHLA
MSIKANA
Nkamasana
QAWUKENI
GREAT
PLACE
MVIMVANE
PHUMLO
PUMLO
TSHONYA
Kwa-BUSHULA
MFINIZWENI
NTONTELA
MKHAMELA
MSIKABA
KWAGCUDA
CIKOLO
5
25
MSIKABE
MARHAMSINI
LALENI
KUQHASA
NDLANGASI
MKHAMELA
MFINIZWENI
KWAGCUDA
NTONTELA
NOBHADULE
XHORHANA
4
KROSHASI
RHAMSI
SIKEZINI
QEBEDU
MPOHLENI
KHANYAYO
MDLAMBULO
Mkhamela
NGXAMBANI
TSHONYA
NYUKHWENI
Mthentu
MHLWAZINI
LOWER HLABATHI
UPPER
HLABATHI
SIPHEZINI
Mfinezweni
CLIENT:
NGWENYENI
HLABATHI
GORHA
MFINIZWENI
BISANA
PATARI
CHIBINI
MBOZISA
DOLOPINI
Noziyongwana
BUKASE
Nkamasana
LUSIKISIKI
MTHENTU
KHANYAYO
CELE
MAKRAMZENI
SAWULANA
KWA KHANYAYO
Kwa Cele
MAKRAMZENI
MARHAMZENI
MDUMAZULU
MDLAMBULO
26
KWABHALA
KHANYAYO
NDZAKA
LITLAPHELE
NTSIKENI
SIDABEKWENI
LUBALA
NKOZO
STORE
GXUME
3
BHUKAZI
25
SICAMBENI
28
BODWENI
Lufankomo
KHANYAYO
KHANYAYO
MANQILO
Dangwane
MNEKETSHA
KHANYAYO
TAWENI
³
±
Mzi
mv
KWABALA
MTSHEKELWENI
Ntabankulu
14
14
GWEXINTABA
MAGWA
Water Supply Backlog Status
LUDAKA
16
MBOTYI
MBOTYI
MBOTYI
GOSO
MBOTYI
Adequate: Formal
MBOTYI
13
Below: Infra & O&M Needs
2
8
MAP TITLE:
Existing Scheme Areas
and Infrastructure Components:
Ngquza Hill
MBOTYI
Below: Infra Needs
6
12
Below: Water Resources
11
DATE COMPLETED:
2016/05/24
Below: No Services Formal
16
10
MAP NO.:
5
2.5
0
5 Kilometers
6
18
9
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_3_ATCandXSchemeInfra_NquzwaHill.mxd
DC15 Figure 6.3
·
Legend
12
Umzimvubu
15
8
11
30
9
13
Provinical Boundaries
13
Proposed
Mzintlavana
Dam
14
Lwandlana
-H
MAGQABESI
BHUNGENI
20
12
Census Main Places
MATHE
9
31
NGQELEMANE
XOPOZO
8
Luthulini
DUKUZA
6
DUKUZA
10
Gunqwana
a
tlav
8
13
Flagstaff
Town MHLANGA
Local WSS NGQANDULO
Mz
Baleni
NDAKENI
FAMA
NDAKENI
5
BISI
KWANYATHI
SIKITINI
NQWABENI
GUQA
LWANDLANA
MHLUMBA
MNEKETSHA
BHUKAZI
BHUKAZI
DANGWANA
Nkamasana
3
SAWULANA
GAGENI
GXUME
SIKHULU
1
a
in
Th
ESIKHULU
MFINIZWENI
MPOHLENI
NTONTELA
KUQHASA
NDLANGASI
NTONTELA
1
BHUQA
NTLELE
XHAMA
NTLEMBINI
MAGUNGULULU
MFINIZWENI
LUDONGA
Thembukazi - B
Libode
Regional
WSS
NDLELENGANA
KWA NGCOVA
KSD001
KWA NGCOLA
27
MHLABENI
NGOBOZANA
Lusikisiki
Dubana B
GOBOZANA
MZINTLAVA
Magwa Tea
Plantation
local WSS
KWANYUSWA
UNITY
PARK
MCOBOTINI
JAMBENI A
MZINTLAVA
KOMANI
KWAGANGATA
KwaZULU
KWA
BHALA
ENKWEZA
NYAZI
Noziyongwana
GOQWANA
13
15
23
PROJECT TITLE
22
Mhlanga
Dam
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
14
MTHAMBALALA
KHWANENI
ENTSENGENI
XHAKA
GCOBANI
NTONGWANE
MATHANE
12
MAP TITLE:
NTSHAMATHE
GOQWANA
8
BUCHELE
EMANALENI
Port St
Johns
EMPOZA
16
EDUKULWENI
Nya004
Libode
Regional WSS
MANTUSINI
Water Supply Backlog Status
FATYINI
Machibini
11
MANALENI
Adequate: Formal
NONJONJO
Silevini
Tyityane
Below: Infra & O&M Needs
PSJ001
16
Infrastructure
T
U
Reservoirs
Water Pumpstations
PS
MANTENKU
Scheme Supply Area
Below: Infra Needs
30
]
\
W TW
Nya003
7
18
Nya004
Machibini
6
9
6
Lutshheko
Local WSS
Qhaka
Regional
WSS
Nya002
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
R61
NTSHWABULO
Luqhoqhweni
GOQWANA
GOQWANA
15
Magwa
Dam
NIKWE
DUBANA
GANGATA MZINTLAVA A Nkamasana
GANGATHA
DUBHANA
Upper
MCOBOTHINI
KWAGANGATHA
Tafutu
KWA - GANGATHA
EMAXEXEBENI
7
MDIKAZI
19
21
UPPER NTAFUFU
BHALA
2
MMANGWENI
NTSIMBINI
CONSULTANTS:
NQAQHUMBE
Local WSS
MBOKAZI
NYATHI
GUGWINI
8
20
MBILA
KWANYATI
Nyathi
Nyandeni
KOMANI
NYOSANA
MNQEZU
Lusikisiki
Regional WSS
15
14
KWA
- NYATHI
KWA JAMA
SIHLITHO
BOMVINI
OR TAMBO DISTRICT MUNICIPALITY
16
PALMARTONE
NYOSANI
EMANANGENI
NQH002
PHUMLO
17
KANANA
JAMBINI B
Nkamasana
DISTRICT MUNICIPALITY:
BAZANA
NGXABANE
MTHIMDE
19
KWA - NGCOLA
24
QAWUKENI
Silevini
ZALU
HEIGHTS
CIKADE
KWA
NCOYA
ETYENI
O.R.
Ta m b o
MKHUZAZA
NGCOYA
MKUZAZA
NTONTELA
Nkamasana
TSHONYA
Ngquza
Hill
KWA-DICK
LUGQALWENI
MPALA
NTONTELA Esidwadweni
LUTSHAYA
MAZANGWENI
-A
Kwabela
GOODHOPE
NDAYINI
Noziyongwana
BAKALENI
MTSHISO
Makhwalini
KWA
Lutshaya
-B
- GQESA
17
LUZUPHU
-C
LUTSHAYA
Ntontela
THEMBUKAZI
-D
ESINGENI GOQWANA
KWA NGCOLA
TEMBHUKAZI
Nkamasana
MAKHWALENI
QAWUKENI GREAT PLACE
XHURANA
Proposed
Zalu Dam
NDIMBANENI
Noziyongwana
3
NOBHADULE
MVIMVANE
NTSIMBINI
CLIENT:
DUKADA
GQIBENI
NYEMBEZINI
KWA BHALA
PALMARTONE
Noziyongwana MRHOTSHOZWENI
MTHIMDE
UPPER
HLABATHI
25
Qebedu
KWAMBHAYI
18
MAVALENENI
MACHIBINI
20
ELUXOLWENI
Tshaya
MBOZISENI
MACHIBINI
HLABATHI CELE
26
18
DIDI
13
MFINIZWENI
LUQUBENI
GOXOZA
DIKI
NQH001
Kwa-BUSHULA
MBENYANE
5
BUHLANYANGA
GORHA
XHURANA
LUQUMBINI
MAVALELENI
Makhwalweni
-D
MAKHWALWENI
NGQUBUNGWENI
MAKHWALINI
iTsitsa
TSHONYA
SIPHEZINI
CHIBINI
MBOZISA
TSHONYA
UPPER
MKATA
NGQANDULWANA
MAKHWALWENI
KWABHALA
SIKEZINI
LALENI
MFINIZWENI
KWAGCUDA
KWAGCUDA
CIKOLO
Mfinezweni
XHORHANA
2
MARHAMZENI
RHAMSI
12
MHLOPHEKAZI
QEBEDU
MFINIZWENI
NGCANGCA EMAQATYENI
Ndakeni
-M
1
10
MARHAMZI
27
SIDABEKWENI
LUMAYINI
MANGWENI
28
MTSHAYELO
LITLAPHELE
Noziyongwana
MFINIZWENI
NYUKHWENI
TAWENI
MAKRAMZENI
4
MANTLANENI
MDUMAZULU
WOODLANDS
QHAMANGWENI
LUMAYENI
KHALAMFAZI
11
Libode
LUBALA
NKOZO
STORE
NKOZO
BUKASE
BISANA
LITLAPHELE
MANQILO
NTSIKENI
Mhlo001
Noziyongwana
TAWENI
MXHOZWENI
Upper
11
Gunqwana
Dangwane
BODWENI
BHODWENI
Nkamasana
EE aa ss tt ee rr nn
C
C aa pp ee
MDUMAZULU
MBADANGO
DUPHU
Lufankomo
29
MKHETENGENI
MQWANGQWENI KHIMBILI
15
MDUMAZULU
MTSHAYELO
Hlwahlwazi
HLWAHLWAZI
MAXAXIBENI
MCELU MANTLANE
MANQILO
25
TAMZI
EQHOQHWENI
LUQHOQHWENI
SICWENZA
TAWUKA
MKETENGENI
NO 9 A
NZONDENI
BUMAZI
MANGQUZU
10
MQANGQWINI
MABALENGWE
LUQHOQWENI
MPHUMAZE
MQWANGQWENI
3
16
J.B.
Upper
Gunqwana
SIGUBUDWINI
MTHWAKU
LOWER
MZENGE
9
7
Happy
Valley
LOCALITY:
NDIMAKUDE
SABELO
BHALASI
LUDIWANE
Nkamasana
THWASI
NDAKENI
Ndakeni
12
HALA
DWS: Dept. of Water & Sanitation
30
LUJECWENI
Noziyongwana THWASI
Flagstaff
MNGENI
Mhlontlo
Secondary Rivers
NCUNGENI
MTSHEKELWENI
Noziyongwana
Mkumeni
FLAGSTAFF TOWN
GABAJANI - B
6
2
Primary Rivers
Zadungeni
in
4
Tsolo
Driel
Dam
14
Sigcau
KWABALA
MATALENI
4
22
Mbizana
11
MDUDWA
LUTHULINI
MKHUMBI
Upper
Ntabankulu
Proposed Water Supply Intervention
Area
Dams & Dam Names
28
JINGIXENI
XOPOZO
5
25
BALA
DEBESE
Alfred
Nzo
17
Luthulini
Main Roads
DIBANDLELA
Ngqeleni
Town Local
WSS
LUTHULINI
National Roads
19
KUGQARHU
GQINA
7
³
±
25
N1
JACA
RWANTSANA
Mzimvu b u
20
Ward Boundaries & Numbers
2
ELHIBINI
Kwa-BHALA
10
District Municipality Boundaries
Local Municipality Boundaries
LWANDLANA
19
17
10
5
2.5
0
5 Kilometers
Below: Water Resources
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Ngquza Hill NQH001 Ngqushwa Hill RWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_3_1_ATCandXSchemeInfra_NquzwaHill_NQH001.mxd
DC15 Figure 6.3.1
M
t
Legend
sh
wa
n
·
t
en
a
NQH001
Provinical Boundaries
29
MATSHISI
NGQUZA
u lum
be
District Municipality Boundaries
en
n ya m
i
M
KwaCoka
MTSHAYELO
K
COKA
M
KHANYAYO
SICHONTWENI
COKA
11
KHANYAYO
28
Msik
O.R.
Ta m b o
N1
Mbizana
National Roads
Main Roads
25
ab
Proposed Water Supply Intervention
Area
Dams & Dam Names
KHANYAYO
KHANYAYO
KHANYAYO
Ward Boundaries & Numbers
2
Census Main Places
SICAMBENI
NGQUZA
Local Municipality Boundaries
te n t u
a
Driel
Dam
27
KWA KHANYAYO
MDUMAZULU
NDZAKA
KHANYAYO
KHANYAYO
Kwa Cele
PATARI
Primary Rivers
Sikomb e
MDLAMBULO
Secondary Rivers
LUSIKISIKI
MTHENTU
MHLWAZINI
NGWENYENI
DWS: Dept. of Water & Sanitation
Mthentu
DOLOPINI
DOLOPINI
26
LOWER
HLABATHI
MARAMZENI
KWA CELE
KWASILANGWE
ETYENI
RHAMSI
12
NGXAMBANI
MDLAMBULO
LOCALITY:
KWACELE
MROSHANENI
Ngquza
Hill
MDLAMBULO
KHANYAYO
Mkhamela - C
SIKHULU
KROSHASI
Mkhamela
RHAMSI
KWATHAHLE
Maramsini
BABANI
MKHAMELA
25
THAKANELO
EE aa ss tt ee rr nn
C
C aa pp ee
MSIKABE
MARHAMSINI
THAHLA
MSIKABA
PHUMLO
PUMLO
MKHAMELA
Lusikisiki
-B
MAWUSHENI
MKHAMELA
MSIKANA
Nkamasana
18
24
MKHAMBATHI
THAHLA
THELAWAYEKA
MSIKANA
16
MALANGENI
LIYOSE
K wa Dla m bu
MATHEKO
MSIKANA
KHONJWAYO
MSIKANA
MPISI
Kwa-BHUMBUTA
THUNGWANA
17
CLIENT:
NQH002
ra
Xu
an
a
the
ko
X ur
MKHAMBATHI
NKUNZIMBINI
eM a
NTLANGWINI
IAMBASI
LAMBASI
MZIMTSHA
KWANDENGANE
LAMBASI
Nkamasana
KWANDENGANE
LAMBASI
MSIKABA
LAMBASI
Khonjwayo
-B
KWA NDENGANE
MGEZWA
15
FAHLA
Lusikisiki
DISTRICT MUNICIPALITY:
Lambasi
-F
Mgezwa
MTSHAYAZAFE
NTANZI
R61
EMBOLENI
Lusikisiki
Regional WSS
14
Magwa
Dam
20
M
zi
MAZIZI TEA
PLANTATION
za
MKHOSE
ng
wa
l
ohlozi
OR TAMBO DISTRICT MUNICIPALITY
LAMBASI
Mh
19
Port
Grosvenor
CONSULTANTS:
NEW TOWN
MZIZANGWA
GOSO
23
MAGWA TEA
PLANTATION
CABEKWANA
EZIBELENI
21
22
Goso - B
Silevini
MAGWA TEA
ESTATE
MZIMHLE
INDUSTRIAL
Magwa Tea
Plantation
CUTWINI
PROJECT TITLE
Mhlanga
Dam
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
15
THEMBENI
14
Mk i
oz
GWEXINTABA
Upper Tafutu
Local WSS
MBOTYI
MAGWA
MBOTYI
LUDAKA
GOSO
MBOTYI
MAP TITLE:
MBOTYI
MBOTYI
MBOTYI
Water Supply Backlog Status
Port St
Johns
Adequate: Formal
MBOTYI
Below: Infra & O&M Needs
Infrastructure
T
U
Reservoirs
³
±
Mz
va
intla
Water Pumpstations
PS
Scheme Supply Area
fuf
nta
M
Below: Infra Needs
]
\
W TW
PSJ001
10
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MZIZWANGWA
u
7
15
10
Below: Water Resources
11
3
1.5
0
3 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Ngquza Hill NQH002 Msikaba BRWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_3_2_ATCandXSchemeInfra_NquzwaHill_NQH002.mxd
DC15 Figure 6.3.2
·
8
Legend
Ngquza
Hill
1
Provinical Boundaries
hina
T
Mpindweni
-I
13
District Municipality Boundaries
Nkamasana
1
CHIBINI
396
7
Bomvini
KWAYALELA
3
6
ESIQIKINI
1
Tsolo
MANZIMABI
Mhlontlo
iTsitsa
3
MAHOYANA
NGCOLORHA
Local Municipality Boundaries
Proposed
Zalu Dam
2
Census Main Places
Upper
Gunqwana
MTHOMBE
Nkamasana
NGAVUNGAVU
Ndungunyeni
-A
Nkamasana
KuSOMPA
NGOLO
TAFENI
Main Roads
17
DOKODELA
LUTUBENI
19
Nkamasana
4
DIKELA
Nkamasana
LUTHUBENI
Kwa-GEBANE
4
CHOPHETYENI
NYANDENI
GREAT
PLACE
Corhana
LURHASINI
MARUBENI
Silevini
NTSHELE
DUNGU
15
Noziyongwana
Emdeni
QWEMPU
EMDENI
Noziyongwana
Lukhuni
Bakaleni
NKONKONI
MAQHINGENI
NGCAPHE
NKANGA
NGCOBO/RAINY
ZIBUNGU
Silevini
TYARA
NOXOLONDE
Zibungu
-A
MPHANGALA
MDLANKOMO
NGCOBO
MALALANE
MAFUSINI
EMOYENI
MNCALI
EMPANGANI
JAMANI
9
THUNGWINI
LUTHOLI
7
MAGCAKINI - A
MHLABENI
LUKHANYISWENI
Nkamasana
COMPOUND
CHIBENI
Nkamasana
DIDI
MPUTSHANE
BUMBANE
Nkamasana
MBIZA
EMASAMENI
18
MCHONKCO
NDULINI
PLANTATION
Kuzithathele
NTLAZA
MARHEWINI
Kwa-NDANYA
Kuzithathele
9
8
ZIMPUNGENI
Nciphizeni
14
5
Owen
NGOBOZI
6
MFABANTU
BHUKWINI
MHLANJENI
CLIENT:
MHLANJENI
30
MFABANTU
TAWENI
R61
NTSONYINI
NJEZWENI
NTSONYINI
NO 2
2
1
LUTSHEKO
NO 1
NGAVU-NGAVU
4
NO 10
KWACHUNU
29
MTHOJENI
DUMASI
MNCANE
BHANTINI
MAGOZENI
MTHONJENI
POWULINI
NGQELENI
TOWN
21
Engwakazi
MAZIZINI
3
OLD
BUNTING
MBANGE
NOKUPHILA
STORE
ZINDUNENI
MAMPONDOMISENI
KATINI
GODINI
MNYAMENI
19
BHANTINI
BUTHONGWENI
MALUNGENI
MANGWANENI
NOXOVA
MAQEBEVU
Nomcamba
-B
LOWER
GODINI
KUMANDENI
20
ZAKA
14
22
MTHOKWANA 1
Silevini
MAGCAKINI
LUJIZWENI 1
SIZINDENI
LUJIZWENI 2
Silevini
1
SIGUBUDU
EGOLI
MFUNDWENI
28
LUJIZWENI 3
NGONQELWENI
MPOZA
NTIBANE
LUJIZWENI
N0 4
HAMSINI
Reservoirs
Water Pumpstations
MAGANGANE
MAYALWENI
NGONYAMENI
T
U
Nkanunu
MGOJWENI
NTSUNDWANE
23
PS
BHUCULA
Nkanunu
BOMVANA
GANGENI
CANZIBE
SIZANA
Mazizini
-B
VINITSHI
KWA MADIBA
BOMVANA
MDZWINI
]
\
JANGE
W TW
NTENGU
NOMADOLO
28
MKHUNDLU
MTHWEBULA
SIZANI
NKANTINI
KWA
MADIBA
MPENDLE
Reticulation Line
Silevini
MZONYANA
MZONYANE
NOMBOSO
EMATYENI
MGAWUZA
NJIVENI
Kwanduli
-A
20
25
MAMOLWENI
NTSIMBINI
ENTSIMBINI
Mthatha
Water Bulk Pipeline
Silevini
NGOJINI
THEKWINI
Water Supply Backlog Status
LWANDILE
Lwandile
-B
EZINCUKUTHWINI
MAP TITLE:
Existing Scheme Areas
and Infrastructure Components:
Nyandeni
Adequate: Formal
Mamolweni
-B
ENYANDENI
27
GOSO
23
26
Below: Infra & O&M Needs
Silevini
MEVENI
SGUDLWINI
Below: Infra Needs
NGCOBO
22
SIDABADABENI
NGONGO
Ndungungeni
ESIKHULULWENI
Below: Water Resources
Ngqeleni
MANKOSI
25
DATE COMPLETED:
2016/05/24
Lutsheni
Below: No Services Formal
24
21
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Water Treatment Works
LUCINGWENI
MPHIMBO
HAMSINI
Emanangeni
-B
PROJECT TITLE
Scheme Supply Area
WENI/NTIBANE
NQANDA
QHINGQOLO
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Infrastructure
MVILO
NTSHINTSHANI
MPUNDWENI
NTSUNDWANE
DIKENI
Mqanduli
SAZINGE
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Machibini
KWAZULU
LOWER
MDUMBE
SCHOOL
Silevini
MPINDWENI
19
Egoli - B
MHLAKOTSHANE
NGONYAMENI
MTOKWANE
STORE
LUJIZWENI 5
MTHOKWANA 2
SAZINGA
EMBOLENI
SIDANDA
MALUNGENI
MATSHAYI
CONSULTANTS:
NTSHINGENI
NOTHINTSILA
NQANDA A
26
EZINDUNENI B
NOMCAMBA
FAMA - D
MQANGQWENI
NO 3
King Sabata
Dalindyebo
2
THONTI
BUTHONGWENI
24
NQAQHENI
OR TAMBO DISTRICT MUNICIPALITY
MHLONGWANA
NCAMBEDLANA
MQANGQWENI
32
CWELE
DANGENI
MANDILENI
MAGCAKANI
Emqwenqo
MANGWANENI
35
DISTRICT MUNICIPALITY:
LUDAKA
DUMASI
MAFUSINI
Port St
Johns
4
MAMPONDOMISENI
Sinwandweni
NTSAKA
29
5
GUQA
MHLAHLANE
MATOLWENI
MANDLOVINI
BANDLA
17
MHLAHLANE
EMPISI
N2
MDUMAZULU
MAMPONDOMISENI
MNGAZANA
BHOLOTWA
SIXHOLOSINI
13
MATAMZIMA
NO 11
MANTANJENI
NDINDIMENI
31
Mapondomiseni
ENQWAKUNQWAKU
SKANSINI
33
MDUMAZULU
MQHAPHETSHU
BUNTINGVILLE
NTILINI
NODUSHE
NGQONUWENI
Lujecweni
30
10
NTSONYINI
NGOTINI
MASAMENI
ZULU
Lujecweni NTHAPANE
3
9
7
BHUKWINI
Nkawukazi
GQABHATA
NGOJINI
MABHELENI
KWAMXHOSA
MAKHWETSHUBENI
TSHISABANTU
LANGENI
7
Khuleka
15
NKAWUKAZI
12
6
ESIKHALWENI
MAQANYENI
NGXOKWENI
MTYU
Langeni
Ncipezweni
6
ENJIVENI
Kwamxhosa
MASAMENI
NGOJINI NTLANGWINI
ENJIVENI
Mputshane
KHULEKA
QHANKQU
MPENDLE
GXULU
Mthatha
16
NOTIKANE
MAKHUZENI
NGXOKWENI
11
u
ub
CIBENI
GORHA
MKHANKATHO
MAQHINGENI
Libode
KWANDANYA
11
NGOLO
ZITENENI
LIBODE
TOWN
v
im
12
³
±
Ncambedlana
12
Mz
NTENDELE
DRAYINI
UPPER
CORANA
EE aa ss tt ee rr nn
C
C aa pp ee
Nkamasana
KWANOMZAMO
13
NGOLO
11
Cibeni
-A
CIBINI
MSINTSI
MISTY
MOUNT
NGQWANGI
Moyeni
8
Mevana
-B
16
8
13
MAHAHANI
LUKHUNI
NGCONGCO
MAQHINGENI
DALAGUBA
MAGCAKINI
2
Bomvini
NTABANTSIMBI
MAMFENGWINI
DININKOSI
NONTSHWABU
34
SIZA
CUMNIE
MDINA
10
LOCALITY:
Silevini
LUKHUNI
Lukhuni
MAKHOTYANA
DWS: Dept. of Water & Sanitation
Lukhuni
Lukhuni
-A
BUNGU
31
RANNY
14
27
MARHUBENI
Nyandeni
Rainy
MZONDENI
O.R.
Ta m b o
MHLANGA
GUNYENI
Sibangweni/Lutholi
Secondary Rivers
Silevini
EZINKUMBINI
Nyandeni
2
SIBANGWENI
Primary Rivers
Silevini
ZANDUKWANE
10
Dams & Dam Names
19
Qeza
Mtata
Dam
Driel
Dam
Port
St Johns
DIKELA
MTHOMBO
NXUKHWEBE
16
Existing All Town Strategy Water
Supply Areas
Mthombe
GONGO
COZA
MAQANYENI
National Roads
NJULUKA
MHLANGANISWENI
THEMBENI
5
N1
14
20
Mgaqweni
-A
MJOBENI
Phezukwamawa
Ward Boundaries & Numbers
2
17
Mangcwanguleni
NDUNGUNYENI
Noziyongwana
26
18
5
TSHANI
MAP NO.:
5
2.5
0
5 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_4_ATCandXSchemeInfra_Nyandeni.mxd
DC15 Figure 6.4
·
Legend
3
Ngqeleni
Local WSS
Provinical Boundaries
Lutshheko
Local WSS
13
21
17
District Municipality Boundaries
Lujecweni
WSS
Ngqeleni
ce
Cumng
Mfadaleni
WWS
Local Municipality Boundaries
Ward Boundaries & Numbers
2
MBANGE
a
na
Census Main Places
gw
Sin
GODINI
BHANTINI
an
N1
National Roads
Main Roads
1
Nya003
19
BUTHONGWENI
n enu
M
MALUNGENI
NCAMBEDLANA
Nya003
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
BUTHONGWENI
24
Primary Rivers
Secondary Rivers
Port St
Johns
FAMA - D
LOWER
GODINI
KUMANDENI
LOCALITY:
Nya004
14
DWS: Dept. of Water & Sanitation
MHLAKOTSHANE
ZAKA
SIDANDA
MAGCAKINI
SIZINDENI
MATSHAYI
KWAZULU
NGONYAMENI
MPUNDWENI
MTOKWANE
STORE
KSD004
EE aa ss tt ee rr nn
C
C aa pp ee
SIGUBUDU
MGOJWENI
LUJIZWENI 3
DIKENI
26
28
MFUNDWENI
MTHOKWANA 2
MTHOKWANA 1
Sigwalini
Local WSS
zi
KuN n
ku
NGONYAMENI
mbi n i
LUJIZWENI
N0 4
Nyandeni
MAYALWENI
Mpoza
Local
WSS
22
Silevini
MPINDWENI
M takatye
MPOZA
NTIBANE
20
HAMSINI
BOMVANA
Hamsini - A
Local WSS
CLIENT:
CANZIBE
Md u m
b
NQANDA
WENI/NTIBANE
i
QHINGQOLO
Nya001
BOMVANA
SIZANA
KWA
MADIBA
HAMSINI
Mazizini
-B
NTENGU
NOMADOLO
MKHUNDLU
23
MPHIMBO
MTHWEBULA
KWA
MADIBA
KWA
MADIBA
DISTRICT MUNICIPALITY:
Emanangeni
-B
MPENDLE
MZONYANA
SIZANI
NKANTINI
MZONYANE
NOMBOSO
22
EMATYENI
MAMOLWENI
NGOJINI
Kwanduli
-A
THEKWINI
NTSIMBINI
25
ENTSIMBINI
Ng
LWANDILE
ngqu
qu
Infrastructure
³
±
PS
KSD003
W TW
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
ENYANDENI
26
Reservoirs
Silevini
Water Pumpstations
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
SGUDLWINI
Ndungungeni
Meveni - A
Local WSS
NGONGO
Water Treatment Works
Reticulation Line
PROJECT TITLE
MEVENI
Scheme Supply Area
]
\
NGCOBO
SIDABADABENI
Mbozisa
Local WSS
Water Bulk Pipeline
ESIKHULULWENI
MAP TITLE:
Existing Scheme Areas
and Infrastructure Components:
Nyandeni -
Lutsheni
KSD005
Water Supply Backlog Status
MANKOSI
24
Adequate: Formal
Nya001 Second Falls RWSS
TSHANI
25
Below: Infra & O&M Needs
o
Below: Infra Needs
p
nc w
M
Below: Water Resources
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Mamolweni - B
EZINCUKUTHWINI
27
T
U
CONSULTANTS:
Lwandile
-B
tha
ha
Mt
King Sabata
Dalindyebo
OR TAMBO DISTRICT MUNICIPALITY
MGAWUZA
NJIVENI
M
ak
DATE COMPLETED:
Coffee Bay
Local WSS
as a
2016/05/24
MAP NO.:
Below: No ServicesMbhashe
Formal
2
1
0
2 Kilometers
17
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_4_1_ATCandXSchemeInfra_Nyandeni_Nya001.mxd
DC15 Figure 6.4.1
·
Legend
9
Qhaka
Regional
WSS
Provinical Boundaries
District Municipality Boundaries
Local Municipality Boundaries
Ward Boundaries & Numbers
2
Census Main Places
N1
AHAGA
M
PSJ001
National Roads
bu
zimvu
7
Main Roads
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
Primary Rivers
PSJ002
Secondary Rivers
6
DWS: Dept. of Water & Sanitation
Mgxabakazi
DUMASI
LOCALITY:
RELA
TOMBO
(AA)
CAGUBA
Machibini
R61
KWANTSILA
19
ng
az
i
DUMASI
ENKONXENI
M
EE aa ss tt ee rr nn
C
C aa pp ee
5
Port St Johns
Regional WSS
PSJ002
TOMBO
4
Port St
Johns
Nya004
BHOLANI
Port St
Johns
MABHULWINI
SICAMBENI
BUTO
3
CLIENT:
VUKANDLULE
Chwebeni
Mthalala
CHWEBENI
Nya002
MTHALALA
MNGAZI
MAHLATINI
Mngazi River
Bungalows
WSS
Lujecweni
WSS
DISTRICT MUNICIPALITY:
Mfadaleni
WWS
LUGASWENI
NKWILINI
OR TAMBO DISTRICT MUNICIPALITY
CODESA
CONSULTANTS:
M n ga z
MASAMENI
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
a
an
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MADAKENI
2
MAGCAKINI
NGCANDA
PROJECT TITLE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
SIHLANJENI
Si n
w
ang
a
an
MAWOTSHENI
MAP TITLE:
GOMOLO
Water Supply Backlog Status
Adequate: Formal
ISILIMELA
NJELA
Below: Infra & O&M Needs
Infrastructure
T
U
Reservoirs
³
±
Nyandeni
Water Pumpstations
PS
Scheme Supply Area
Below: Infra Needs
]
\
W TW
Below: Water Resources
1
1
0.5
0
1 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Nyandeni Nya002 Tombo RWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_4_2_ATCandXSchemeInfra_Nyandeni_Nya002.mxd
DC15 Figure 6.4.2
·
Legend
Corana
Regional WSS
2
Libode
Regional
WSS
10
KSD001
Provinical Boundaries
District Municipality Boundaries
Libode
Regional
WSS
8
10
Local Municipality Boundaries
16
Ward Boundaries & Numbers
2
Census Main Places
13
Libode
Regional
WSS
11 N2
9
N1
National Roads
Main Roads
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
7
Libode
30
MCHONKCO
Mngaz
NDULINI
Primary Rivers
i
Secondary Rivers
Coran
a
Mg
Mthatha
NTLAZA
NGXOKWENI
MASAMENI
Kwa-NDANYA
DWS: Dept. of Water & Sanitation
KHULEKA
9
8
w enyan
a
Lutshheko
Local WSS
Kwamxhosa
Khuleka
Mputshane
QHANKQU
ENJIVENI
KWAMXHOSA
LOCALITY:
6
ENJIVENI
MAKHWETSHUBENI
MAQANYENI
MTYU
MFABANTU
7
NGXOKWENI
KWAMXHOSA
Mngazana
15
R61
MABHELENI
7
NGOTINI
18
BHUKWINI
TSHISABANTU
BHUKWINI
MASAMENI
12
ZULU
MHLANJENI
MFABANTU
3
EE aa ss tt ee rr nn
C
C aa pp ee
MHLANJENI
Lujecweni
4
Lujecweni
2
NGAVU-NGAVU
LUTSHEKO
NO 1
Mthatha
Regional
WSS
SKANSINI
29
NTILINI
1
MQHAPHETSHU
nye
gam
M
KWACHUNU
NO 10
NO 11
ENQWAKUNQWAKU
Nyandeni
BUNTINGVILLE
Nya003
NDINDIMENI
BHOLOTWA
CLIENT:
MNGAZANA
MATAMZIMA
MANTANJENI
ng
C um
3
DUMASI
ce
MNCANE
17
POWULINI
SIXHOLOSINI
13
Sinwandweni
35
Zim
b
21
MATOLWENI
MANDLOVINI
Engwakazi
DUMASI
MAZIZINI
NGQELENI
TOWN
MAGCAKANI
EMPISI
an e
Nya004
BHANTINI
Ngqeleni
DISTRICT MUNICIPALITY:
Ngqeleni
Local WSS
MAFUSINI
NTSAKA
Port St
Johns
MANGWANENI
Emqwenqo
MQANGQWENI
bi
um
Md
19
MANGWANENI
24
Mn
NQAQHENI
King Sabata
Dalindyebo
CONSULTANTS:
e nu
NOKUPHILA STORE
OR TAMBO DISTRICT MUNICIPALITY
1
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MQANGQWENI
NO 3
NQANDA A
14
PROJECT TITLE
LUJIZWENI 1
MALUNGENI
LUJIZWENI 2
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
KSD004
Silevini
Nya001
Mt
ha
th
a
LUJIZWENI 5
LOWER
MDUMBE
SCHOOL
MAP TITLE:
Water Supply Backlog
nzimbin
i
Sigwalini
Local WSS
Ku N k
u
29
28
22
Adequate:
Mpoza
Local WSS
23
Formal
Below: Infra & O&M Needs
27
Infrastructure
T
U
Reservoirs
Water Pumpstations
PS
Below: Infra Needs
Ng
]
\
W TW
ar
a
Below: Water Resources
2.5
1.25
0
2.5 Kilometers
25
KSD003
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Nyandeni Nya003 Ngqeleni RWSS
20
Scheme Supply Area
Hamsini - A
Local WSS
KSD003
qw
M takatye
Status
³
±
26
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
KSD003
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_4_3_ATCandXSchemeInfra_Nyandeni_Nya003.mxd
DC15 Figure 6.4.3
e
Libode
Regional
WSS
Port
St Johns
27
8
Mzintl
Mkata
TYENI
ava
·
Ruz
Upper
Tafutu
Local WSS
eMhla ng a 31
Lusikisiki
Regional
WSS
Legend
Provinical Boundaries
District Municipality Boundaries
Lukhuni
Local Municipality Boundaries
GANGATHA
Lukhuni
Nkamasana
SIZA
CUMNIE
14
15
Kwa
Majola
NQH001
SIPHUSIPHU
n
Ty
MAQHINGENI
ar
a
Ward Boundaries & Numbers
2
MAJOLA
Census Main Places
fu
4
M
ZIBUNGU
fu
ta
11
N1
National Roads
Silevini
Main Roads
MVUKAZI
KSD001
MEVANA
MALALANE
Zibungu
-A
2
MAHAHANI
ZIPHONDO
16
THUNGWINI
Primary Rivers
Luthengele
-A
Nkamasana
NGCONGCO
Cibeni
-A
Mevana
-B
Driel
Dam
Lwandlana - F
SIQHOZAMENI
LUKHUNI
Secondary Rivers
NGCOSE
MDENI
CIBINI
MACHIBI
12
DWS: Dept. of Water & Sanitation
LUTALWENI
RAWUTINI
LOCALITY:
QHOBOSHENDLINI
CIBENI
MPUTSHANE
7
TSHAKUDE
NGXONGWENI
16
GORHA
CHIBENI
NOTIKANE
MAKHUZENI
Libode
MAGCAKENI
QUKUSWAYO
M ngazi
LUPAPASI
gw
PSJ001
LUPAPASI
9
en
Cum
CHABASE
MVUME
M
n gce
EMASAMENI
Lutshheko
Local WSS
yana
NGOJINI
6
NTLANGWINI
7
LUPHAPHASI
ESIKHALWENI
EE aa ss tt ee rr nn
C
C aa pp ee
SWAZINI
MANTUSINI
EMANTUSINI
15
6
SWAZINI
MBABALANE
NGOJINI
KSD001
Proposed Water Supply Intervention
Area
Dams & Dam Names
MHLOTSHENI
Bomvini
8
13
NTLANJANA
10
NTSONYINI
18
PHAPHASI
BIZANA
MANZIBOMVU
29
MAGOMBENI
DANGWANA
Mngaz n
a
30
TAWENI
NTSONYINI
Nyandeni
a
u
mv
Mz i
NTSIMBINI
R61
BUTHULO
bu
NTSONYINI
NO 2
NODUSHE
Mapondomiseni
NGQONUWENI
MAMPONDOMISENI
Silevini
MDUMAZULU
M
mnye
ga
MAMPONDOMISENI
Qhaka
Regional
WSS
LUDALAZI
MDUMAZULU
NDIMAKUDE
BANDLA
MTHONJENI
MHLAHLANE
MHLAHLANE
GUQA
MAGOZENI
MTHOJENI
5
Port St Johns
Regional WSS
PSJ002
Port St
Johns
4
MBENENGENI
LUDALASI
MAMPONDOMISENI
Ngqeleni
Local WSS
CLIENT:
Nya004
Nya003
LUDAKA
17
3
21
OLD
BUNTING
Ngqeleni
BHUNGENI
ELUTECWENI
CWELE
DANGENI
Lujecweni
WSS
DISTRICT MUNICIPALITY:
Nya002
MFADALENI
ZINDUNENI
MAMPONDOMISENI
KATINI
MANCU
MANDILENI
Mfadaleni
WWS
MNYAMENI
m
Md u
OR TAMBO DISTRICT MUNICIPALITY
19
NOXOVA
THONTI
MHLONGWANA
NOXOVA
24
Mne n u
b
i
2
MAQEBEVU
Nomcamba
NOMCAMBA
-B
CONSULTANTS:
CWELE
EZINDUNENI B
S
EGOGOGO
NODUVA
20
14
Silevini
Egoli
-B
LUFIFINI
SAZINGE
LUGONGQOZO
Machibini
PROJECT TITLE
MPOTSHOTSHO
1
TSWELENI
K
uN
ku
NTSHINTSHANI
n zim
b ini
PHAHLAKAZI
MAGANGANE
KWAGINQI
Nya001
M takaty e
Mpoza
Local WSS
22
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MVILO
NTSUNDWANE
EGOLI
28
REBHU
NGONQELWENI
Nkanunu
KWAGINGQI
NTSUNDWANE
Hamsini A Local
WSS
MAP TITLE:
BHUCULA
LUTATWENI
Nkanunu
Water Supply Backlog Status
GANGENI
Infrastructure
KSD003
King Sabata
Dalindyebo
ung
N gq
Adequate: Formal
JANGE
Below: Infra & O&M Needs
LUCINGWENI
23
T
U
Reservoirs
³
±
MDZWINI
VINITSHI
tha
Mtha
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NOCUZO
SAZINGA
EMBOLENI
an
a
MVELELO
NTSHINGENI
NOTHINTSILA
gw
n
ina
Water Pumpstations
PS
Scheme Supply Area
27
Below: Infra Needs
Silevini
26
]
\
W TW
Below: Water Resources
Silevini
25
3
1.5
0
3 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Nyandeni Nya004 Cibeni-Ntlambeni RWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_4_4_ATCandXSchemeInfra_Nyandeni_Nya004.mxd
DC15 Figure 6.4.4
qu
a
18
ts
h an
in
24
Provinical Boundaries
z
13
M
Mhlontlo
Thina
District Municipality Boundaries
1
18
Noziyongwana
ra
na
Local Municipality Boundaries
i ka
Proposed
Zalu Dam
MAZANGWENI
eM
ba
17
Ward Boundaries & Numbers
2
ra
Xu
Tshaya
2
Xu
MTHIMDE
MBOZISENI
e
h ko
at
Ms
·
Legend
iTsits
a
Census Main Places
16
LUGQALWENI
LUTSHAYA
MPALA
MTHIMDE
BAKALENI
Noziyongwana
5
20
ZALU
HEIGHTS
KWA NGCOLA
KWA GQESA
PALMARTONE
20
NDAYINI
LUTSHAYA
N1
Ngquza
Hill
National Roads
Main Roads
15
Existing All Town Strategy Water
Supply Areas
17
Lutshaya
-C
LUZUPHU
Lusikisiki
a
Mk a t
Ruze
ESINGENI
Mzi
ntla
M
NYOSANA
NDLELENGANA
ziz
KWA JAMA
Nkamasana
KWA NYATHI
LUDONGA
Mh
19
JAMBINI B
ohlozi
l
MKHUZAZA
M ko
ngw
a
a
MKUZAZA
Driel
Dam
Magwa
Dam
14
a
v
GOQWANA
Dams & Dam Names
Primary Rivers
zi
Secondary Rivers
NGCOYA
JAMBENI A
CIKADE
MHLABENI
SIHLITHO
BOMVINI
B
Nkamasana
y
EMANANGENI
ETYENI
GANGATA
MZINTLAVA A
LOCALITY:
22
GANGATHA
MNQEZU
27
GUGWINI
4
MZINTLAVA
ni
KWA NGCOLA
KWA NGCOLA
23
21
e
gw
on
KWANYATI
DWS: Dept. of Water & Sanitation
19
hit
KWA
NCOYA
KWA NGCOVA
TYENI
KWANYATI
MBOKAZI
Nyathi
Mhlanga
Dam
KWA GANGATHA
MBOKAZI
ETYENI
KOMANI
KWAGANGATHA
NYATHI
KwaZULU
UPPER
NTAFUFU
GOQWANA
EMAXEXEBENI
GANGATHA
KWAGANGATA
BHALA
14
15
Nkamasana
Kwa
Majola
Luqhoqhweni
UPPER
NTAFUFU
GOQWANA
MAJOLA
NTSHWABULO
MTHAMBALALA
GCOBANI
SIPHUSIPHU
XHAKA
GOQWANA
EE aa ss tt ee rr nn
C
C aa pp ee
ENTSENGENI
KWA
BHALA
NTONGWANE
ENKWEZA
MVUKAZI
KHWANENI
NYAZI
Noziyongwana
MEVANA
NDAYINI
13
NTLANJANA
MATHANE
GOQWANA
MHLOTSHENI
NTSHAMATHE
8
ZIPHONDO
Lwandlana
-F
Luthengele
-A
NTAFUFU
GOQWANA
EMPOZA
EMANALENI
KWANDAYINI
ENGCENGA
Nkamasana
NTAFUFU
MGUGWANA
16
LUSIBENI
NGCOSE
MDENI
KWAGINGQI
LUTALWENI
LOWER
NTAFUFU
TAFUFU
NONJONJO
THALA
Port St
Johns
16
MAGCAKENI
QUKUSWAYO
Silevini
MSWAKAZI
6
SWAZINI
Machibini
MALONGWANA
RETREAT
9
7
Silevini
Lugaqweni
Shangillar
MANTUSINI
BOLANI
10
KWALIWANA
PHAPHASI
Silevini
FAIRVIEW
SWAZINI
LUPHAPHASI
18
NTUFUFU
HOLIDAY
RESORT
NTLANJENI
EMANTUSINI
15
MTAMBALALA
FIRESTATION
MAFUSINI
MBABALANE
CLIENT:
MANTENKU
LOWER
NTAFUFU
GEMVANE
GQUBENI
LUPAPASI
i
az
ng
w
6
MTHAMBALALA
MTHAMBALALA
CHABASE
LUPAPASI
Nyandeni
GUTSHENI
Tyityane
MVUME
M
Machibini
11
THALENI
NGXONGWENI
QHOBOSHENDLINI
e ny a
FATYINI
KHALENI
TSHAKUDE
na
MANTUSINI
EDUKULWENI
12
Mg
af
nt
MANALENI
MACHIBI
RAWUTINI
BUCHELE
u fu
SIQHOZAMENI
M
2
DEDENI
MKANZINI
BIZANA
MANZIBOMVU
NOMNQOYI
MAGOMBENI
AHAGA
DANGWANA
BOKLENI
ISINUKA
NOQHEKWANA
u
BUTHULO
DISTRICT MUNICIPALITY:
Mz
b
vu
im
Mnga z a
R61
MPANTU
NDWALANE
NTSIMBINI
na
DUMASI
RELA
Silevini
Mgxabakazi
TOMBO
(AA)
KWANTSILA
CAGUBA
LUDALAZI
Silevini
5
NDIMAKUDE
4
MBENENGENI
Port St
Johns
CONSULTANTS:
BHOLANI
LUDALASI
SICAMBENI
BUTO
VUKANDLULE
17
3
LYDO COTTAGES
Chwebeni
MABHULWINI
MNGAZI
na
LUGASWENI
wa
T
U
Reservoirs
Water Pumpstations
g
MANCU
CODESA
na
n
i
S
24
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Infrastructure
MTHALALA
³
±
Mthalala
MAHLATINI
MFADALENI
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
CHWEBENI
BHUNGENI
ELUTECWENI
Agate Terrace
MILITARY
BASE
TOMBO
21
OR TAMBO DISTRICT MUNICIPALITY
Machibini
DUMASI
ENKONXENI
PS
NKWILINI
19
MASAMENI
e u
Mn n
MAGCAKINI
NGCANDA
CWELE
Scheme Supply Area
MADAKENI
2
]
\
SIHLANJENI
W TW
Water Treatment Works
EGOGOGO
NODUVA
Reticulation Line
MAWOTSHENI
GOMOLO
MVELELO
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Water Bulk Pipeline
ISILIMELA
NOCUZO
PROJECT TITLE
NJELA
LUFIFINI
tye
Mtaka
LUGONGQOZO
Water Supply Backlog Status
MPOTSHOTSHO
1
MAP TITLE:
TSWELENI
Adequate: Formal
PHAHLAKAZI
Below: Infra & O&M Needs
REBHU
28
KWAGINQI
Below: Infra Needs
KWAGINGQI
23
20
Below: Water Resources
LUTATWENI
DATE COMPLETED:
2016/05/24
Below: No Services Formal
mbi
u
Md
Existing Scheme Areas
and Infrastructure Components:
Port St Johns
MAP NO.:
25
4
2
0
4 Kilometers
26
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_5_ATCandXSchemeInfra_PortStJohns.mxd
DC15 Figure 6.5
·
23
Upper
Tafutu
Local WSS
NQH001
Magwa Tea
Plantation
local WSS
15
Legend
Provinical Boundaries
District Municipality Boundaries
UPPER
NTAFUFU
Local Municipality Boundaries
Upper
Tafutu
Local WSS
Census Main Places
N1
Ngquza
Hill
13
wa
M
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
Mzi zang
NTAFUFU
National Roads
Main Roads
NDAYINI
16
Ward Boundaries & Numbers
2
NQH002
Primary Rivers
Secondary Rivers
zi n tla va
DWS: Dept. of Water & Sanitation
Mntafufu
KWANDAYINI
ENGCENGA
LOCALITY:
NTAFUFU
KWAGINGQI
MGUGWANA
LUSIBENI
12
LOWER
NTAFUFU
EE aa ss tt ee rr nn
C
C aa pp ee
11
THALA
KHALENI
THALENI
TAFUFU
R61
MTHAMBALALA
GUTSHENI
MTHAMBALALA
Port St
Johns
LOWER
NTAFUFU
GEMVANE
MTAMBALALA
FIRESTATION
Nya004
CLIENT:
NTUFUFU
HOLIDAY
RESORT
MSWAKAZI
MAFUSINI
GQUBENI
PSJ001
9
Silevini
6
NTLANJENI
MALONGWANA
RETREAT
DISTRICT MUNICIPALITY:
Lugaqweni
FAIRVIEW
BOLANI
KWALIWANA
10
Shangillar
Silevini
DEDENI
OR TAMBO DISTRICT MUNICIPALITY
NOMNQOYI
CONSULTANTS:
MKANZINI
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
BOKLENI
Mz
u
imvub
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NOQHEKWANA
NDWALANE
PROJECT TITLE
ISINUKA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Qhaka
Regional
WSS
Mn
zi
Nya002
ga
Agate
Terrace
Port St
Johns
MAP TITLE:
Silevini
5
Water Supply Backlog Status
Port St Johns
Regional WSS
Adequate: Formal
Below: Infra & O&M Needs
T
U
Reservoirs
Water Pumpstations
PS
Scheme Supply Area
Below: Infra Needs
]
\
W TW
4
Below: Water Resources
1.5
0.75
0
1.5 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Port St Johns -
Infrastructure
³
±
PSJ002
PSJ001 Port St Johns RWSS
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_5_1_ATCandXSchemeInfra_PSJ_PSJ001.mxd
DC15 Figure 6.5.1
Provinical Boundaries
District Municipality Boundaries
Local Municipality Boundaries
Ward Boundaries & Numbers
2
Census Main Places
N1
National Roads
Main Roads
Mzimvubu
Proposed Water Supply Intervention
Area
Dams & Dam Names
Driel
Dam
Primary Rivers
MPANTU
Secondary Rivers
DWS: Dept. of Water & Sanitation
R61
LOCALITY:
EE aa ss tt ee rr nn
C
C aa pp ee
6
Port St
Johns
CLIENT:
PSJ002
Port St Johns
Regional WSS
DISTRICT MUNICIPALITY:
Port
STJohns
MILITARY
BASE
PSJ TOWN
Port St
Johns
OR TAMBO DISTRICT MUNICIPALITY
CONSULTANTS:
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
PROJECT TITLE
MOLIVA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Nya002
LYDO
COTTAGES
MAP TITLE:
Water Supply Backlog Status
Adequate: Formal
Below: Infra & O&M Needs
T
U
Reservoirs
Water Pumpstations
PS
Scheme Supply Area
Below: Infra Needs
]
\
W TW
Below: Water Resources
0.5
0.25
0
0.5 Kilometers
Below: No Services Formal
Existing Scheme Areas
and Infrastructure Components:
Port St Johns -
Infrastructure
³
±
·
Legend
PSJ001
PSJ002 Port St Johns Town Supply
DATE COMPLETED:
2016/05/24
Water Treatment Works
Reticulation Line
MAP NO.:
Water Bulk Pipeline
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F6_5_2_ATCandXSchemeInfra_PSJ_PSJ002.mxd
DC15 Figure 6.5.2
·
4
11
4
17
7
26
3
9
13
17
15
16
20
R61
8
16
12
11
7
31
Proposed
Mzintlavana
Dam
30
9
19
20
MIS
203262
10
11
14
8
ZEC095
22
5
30
8
4
23
9
17
Proposed
Ntabalanga
Dam
Flagstaff
6
23
12
10
15
2
7
ECDC15/089/W/07/08
N/DC15/031/W
13
Qumbu
25
11
5
27
396
24
5
14
26
1
MIS
205342
ZEC101
Proposed
Laleni Dam
3
12
10
25
4
ECR003 //
F/ECDC15/003/W
7
18
13
18
6
ECR003 //
F/ECDC15/003/W
20
26
1
N/DC15/062/W
5
N/DC15/017/W
4
N2
Lusikisiki
ZEC088
19
4
16
10
Mtata
Dam
10
MIS
205189
15
ZEC080
9
Libode
ECR019
8
Owen
14
12
30
3
N/DC15/014/W
30
10
ZEC079
Nyandeni
DISTRICT MUNICIPALITY:
6
9
7
W/EC/3818/07/09
1
Port St
Johns
16
6
18
15
5
4
ZEC078
W/EC/8848/11/14
Mthatha
11
MIS
205189
Port St
Johns
29
OR TAMBO DISTRICT MUNICIPALITY
5
17
4
33
13
17
21
31
24
17
CONSULTANTS:
3
N/DC15/064/W
2
King Sabata
Dalindyebo
19
35
ZEC078
ZEC109
N/DC15/054/W
ZEC077
3
28
20
N/DC15/010/W
N/DC15/035/W
23DM/MWIG
N/DC15/039/W
27
23
Ngqeleni
ACIP
25
Water Supply Backlog Status
21
25
N/DC15/073/W
ECDC15/003/W
Adequate: Formal
17
13
Below: Water Resources
Amathole
1
21
9
12
28
15
DATE COMPLETED:
2016/05/23
Below: No Services Formal
18
26
14
2
Projects and Interventions
Below: Infra Needs
4
8
MAP TITLE:
Below: Infra & O&M Needs
24
7
31
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Own-Muni
26
N/DC15/054/W
6
PROJECT TITLE
Other
22
N/DC15/054/W
Mbhashe
MIG
20
Mqanduli
ZEC106
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
RBIG
23
22
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Projects & Interventions
28
18
19
N/DC15/016/W
Project Origin
26
29
1
N/DC15/065/W
14
32
N/DC15/063/W
5
N/DC15/018/W
12
11
13
12
18
16
13
7
N/DC15/066/W
CLIENT:
11
8
16
8
23
15
2
34
22
Mhlanga
Dam
O.R.
Ta m b o
31
20 Magwa
Dam
21
14
27
Engcobo
15
19
5
2
16
14
17
3
20
19
N/DC15/055/W
17
Proposed
Zalu Dam
N/DC15/056/W
2
Tsolo
Ngquza
Hill
24
1
1
EE aa ss tt ee rr nn
C
C aa pp ee
11
9
8
3
28
Mhlontlo
2
LOCALITY:
15
29
3
17
24
16
16
6
DWS: Dept. of Water & Sanitation
28
25
Elundini
Main Roads
22
6
Alfred
Nzo
R56
National Roads
20
Mbizana
ZEC091
7
Ntabankulu
N1
21
31
25
18
29
17
12
19
21
Census Main Places
13
19
10
R396
Ward Boundaries & Numbers
2
18
9
14
21
4
Local Municipality Boundaries
1
18
1
District Municipality Boundaries
27
22
5
Ezingoleni
6
15
16
3
Provinical Boundaries
7
8
Joe
Gqabi
Legend
5
Ntenetyana
Dam
Umzimvubu
23
MAP NO.:
19
10
5
0
10 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_Projects.mxd
DC15 Figure 7
·
2
Elundini
4
Provinical Boundaries
Mhlontlo
Local Municipality Boundaries
NGQWALA
Engcobo
O.R.
Ta m b o
LUCINGWENI
Khambi
PHESHEY
KWETABASE GRIBDELE
Upper
Ncise
LWANDLANA
-K
LWANDLANA
34
MPOLOMPO
19
Khambi
Khambi
HALLBAY
MIS MANDLENI
205189
15
JADA
SAWMILL
LINK
MDENI
NGOSWANA
TABASE
MISSION
Mode
east
MAMPINGENI
BEKE
WAQU
BAZIYA
MISSION
MMANGWENI
LWANDLANA
Baziya
EHALINI Ntabeliza
XHONGORA Baziya
Bhaziya Baziya
NTABELIZA
Ntabeliza
-B
GUBEVU
KHONONGWANA
XHONGORA
NDAKWANA
Jojweni
Upper - V
Tabase
-A
Emaqo
MIS
205189
SIKHOBENI
MBOZWANA
31
17
DLAKATWENI
NGQWATHI
LUXOMO
CHIBINI
MAGA
MAMFENENI
LOWA
NDUNGWANA
NDUNDUMENI
NGQUQA
16
MBASHE
NQWATHI
BHAKALENI
Nkamasana
N/DC15/063/W
KHONQENI
-A
BHIYAFU
MARHUDULWINI
KUNQWATI
NQWATHI
XHWILI
MBUQE
KHONQENI
MAQADINI
NQWATHI
DATASHE
XHONGORA
UPPER
CENTULE
PHAHLA
KWA-SABE
MKHONQENI
MADORHWANENI
KHONQENI
MAZIZANI
NYIBENI
Nyibeni B
King Sabata
Dalindyebo
MATYENENGQINA
XHWILI
-E
28
Gxwalibomvu
-C
MSANA
GXWALIBOMVU
NGCOTYENI
Silevini
QOLWENI
MPIKWANA
TYELEBANA
RHUNI
MOKOLWENI
Gunjana
-G
MABHELENI
MOYENI
PHINGILILI
ZINGCUKA
NQENCU
Rhune
MASHALENI
QUNU
Nkamasana
GUNJANA
-F
TAFENI
MTENTU A
CEGCWANA
QUNU
KWA
DLOMO
Project Origin
MPUNZANA
Sakhele
MANTSHAYI
Sakhela
-D
20
14
DOBE
HLABATSHANE
Sqikini
Sqikini
KWANXELE
ZWELAKHE
SAKHELA
Blekana
Sakhela
Blekane
-D
-C
Blekana
BOMVU
-C
28
22
DISTRICT MUNICIPALITY:
MPINDWENI
Mqanduli
KOMKHULU
ZWELITSHA Mquanduli
MQANDULI
TOWN
NGWEVANA
CHANTI
Silevini
CLIENT:
NGIZA
GQAQHALA
Langeni
-B
LUXOLWENI
MALOZA
QUNU
NGIZA
MAGOMBE
JIXINI
QOKOLWENI
NDLUNKULU
MAXESIBENI
Upper
Ngqwara
JIXINI
ZEC109
Qokolweni
MANZOTHENI
24
JIXINI
MAWENI
Ntlangaza
-B
JOJWENI
ZANCI
LOWER
NGQWARA
NGQUNGQU
SANKOBE
MAQOMENI
NGCANASENI
23
Ntlangaza
-A
TALA
CORANA
MLAMBO
MLAWU
UPPER
CORANA NTLANGAZA
EMAKHUMSHENI
OR TAMBO DISTRICT MUNICIPALITY
PHAZIMA
ZANCI
KWA
KWANTSOME
- PHAHLA
MBOZISA
JOJWENI
MADLAKA
SIGINQINI
JOJWENI
BUWA
MJELWENI
LOWER
NDIBELA
LUBISANE
GENGQE
PHANBI
CACADU
NQUNQU
MGQUMO
MAHLAMVU
SAWUTINI
KWENTABA
TYAWARA
QUBENI
MAMFENGWINI
DALINDYEBO
TYHALARA
DUMRANA
ZIBHODLA
MANGWENI
Silevini
N/DC15/054/W
EZITHENJINI
NTANDELA NGCENDUNA
EFAM
NDIBELA
BUMBANE
GQUBENI
26
LOWER
27 MANGQOBE
KHOHLO
GATYANA GENGQE
GOGOZAYO
Manyisana
MTENTU
MANTSHILIBENI
23
QUNQU
BOM
GANGXO
KHOHLO
ZIKHOVA
GENGQE
- BOM
MTENTU
KWANCANA
Ntlebane
GENGQE
SITEBE
ENKALWENI
MNQANDE
NEW REST
MNQANDA
DARABE
25
GOTYIBENI
ENKALWENI
KHOHLO
JOJWENI
KWALINI
MPHANDELI
BIJOLO
GENQE
WILLOW
MLAWU
Tyalara
LWANDLANA
DARABE
Tyalara
22
MZINYA
ENGQELENI
THWABE
LUTHUBENI
BELUNGWINI
-B
20
JOJWENI
NTSILEKANE
EMAQATYENI
TSHONTI
GONYA
NTSITSHANA
MANCAM
MABHEHANA
MBIZANA
Nyalara
KWAJALI
KHOVUTHI
KWAAIMAN
MAHLATHINI
BIJOLO
NGOJINI
GOMATA
EMALANGENI
ESIKOBENI
NTSITSHANA
MABHEHANA
NENGA
Dotyeni
N/DC15/054/W KOMKULU
KROZA
NTSITSHANA
MANANGENI
DINGA
MHLABUBOMKANISE
MATIYANE
Dinga
EMANYOSINI MBIZANA
UWATYU
Upper
HAJI
EMIJIKWENI
GWATYU
-B
XHORANA
MHLABENI
Ekhohlo
Gunqwana
GWATYU
XHORANA
Engcwanguba
EGQUBENI
MNCWASA
KHOVUTHI KWA
NTSITSHANA
-A
EMAMPANDLENI
NTANDELA
XHORA
KHAWULA
ESIZINDENI
Khohlo
SIKHOBENI
ZIHAGU
XHORANA
GAWU
Ekhohlo
MATANZI
NZULWINI
KRAKRA
KWAKHAKANA
-E
LUCWECWE
BACELA
KINGS
N/DC15/073/W Mathokazini
-B
EXOLWENI
KHOHLO
MAHLUNGULU
FARM
MAQANYENI
XHORANA
-A
TWUNGWANA
ENENGA
EMAQOMENI
Kwe
MVEZO
ESIDIKIDINI
NDAMZI
FUNISWAYO
Mahusheni
THUNGWANE
Kwe
Nxuro
TUTWINI
Lower
THUNGWANE
Lower
Nxura
THWALIKHULU
LOWER
KHOTYANA
Nenga
Nenga
KHANYAYO
13
TYOLO
JALI
ENYANDENI
Emaqanyeni
THUNGWANA
MAHLUNGULU
QADINI
MAFUSINI
ECDC15/003/W
ELALINI
Jali - A
MZULWINI
THUNGWANE
21
- 17
COFFEE
Ngqawa
24
Silevini
KWANQENYA
THUNGWANA
Mzongwaneni QHOGI
MJIKWENI
BAY
RHARA
EMASAMENI
Ncobo
DINGADA
7
EMAZIZINI
NZWAKAZI
KWAKIZI
NCEKANA
17
NQAYIYA
LONDISO
RHINI
EMMANGWENI
KHARA
Bunene - A
NZULWINI
MTUMBANE
FUTYE
EMASAMENI
- 17
KHALALO
NZULWINI
CHELESI
NZWAKAZI NCALAMBENI
TALIMOFU
BLACK
Silevini
MTHONJANA
MHLANGUKA
ROCK
8
STORE
SAKHELA
NGWENI NGWENI
HLOPHE
25
Ngqeleni
RBIG
MIG
MTEBE
NGCWALA
Upper
Ngqwara
19
GOSO
HLABATSHANE
Sawulana
SIGWALINI
Ncanaseni
-B
NTIMANUWENI
Qingqolo
Madwaleni
Kungcolo
-A
CEZU
TAMSANQA
BLEKANA
Qingqolo
29
Mcobotini
Qingqolo
SIGIBA
KHENCEZAZO
NDAKANA
-C
MAMPINGENI
MAVUNAWENI
MPOLASA
EMANDLOVINI
MPUNZANA
LOWER
CEZU
NGQWARA
N/DC15/035/W
ZEC106
MACOSA
ZANCI
BLEKANA
MPUNZANA
MPUNZANA
17
26
Jixini
Zimbane MANDLANENI
QOKOLWENI
Zimbane
MAQHINGENI
Zimbane
NTUWE
MAGUBU
MTENTU
6
MATYENI
NGQUNGE
MAWUTINI
NKALANE
XALANGA
Qunu 19
village
EMPA
NGCENGANA
NGQUNCIE
NGCEJANA
CHEGCWANA
TANTSEKA
QUNU
FOREST
Upper
Gunqwana
MADONSI
BITYI
NGCENDESE
RHUNE
MSANA
Projects & Interventions
UPPER
QUNU
MADONSI
BITYI
18
Kwa-NDABA
5
JULUKUQU
Mpikwana
-A
EE aa ss tt ee rr nn
C
C aa pp ee
Nyandeni
ESIDWADWENI
ZIMBANE
TAFENI
N2
Nkamasana
N/DC15/065/W
KUNENE
XHUXWALA
BALIZULU
NEW TOWN
LUKWETHU
21
TYUMBU
35
MAQHINEBENI
XHUGXWALA
XHWILI
29
ORANGE
GROOVE
NTLEKISENI
Khwenxura
32
SAWUTINI
MOYENI
MQHEKEZWENI
XHWILI
XHWILI
-A
BACK
ESKOM
KHWENXURA
NTSHELE
MACIBINI
N/DC15/054/W
Nyibeni
1
13
ZIMBANE
VIEDGESVILLE
Mqhekezweni
-C
MQHEKEZWENI
MQHEKEZWENI
-A
THAFENI
3
SILVERTONE
4
BHONGWENI
LUTHUTHU
CENTULI
30
QWEQWE
MAWELENI
MAWELENI
ESIKHOBENI
XHONGORA
MBUQE 2
SOUTHERNWOOD
SHELL
HOTEL
30
12
7
NEW
PAYNE AMENDU
NEW
PAYNE
Qweqwe
MABHELENI
MAZIZINI
LOWER
CENTULI
NQWATHI
RHELEGWINI
KWADRATASHE
Qweqwe
UPPER
QWEQWE
LOWER
CENTULI
SIXHOTYENI
Emaga
Xhongora
-C
MPEKO-NTABENI
MPHEKO
PLANTATION
GUBENU
OLD
PAYNE
QELANI
18
LOCALITY:
Mthatha
6
IKWEZI
XHONGORA
Chaba
- A CABA Chaba
-C
OLD
LINDILE
Lindile
NEW
LINDILE
MPEKO
DWS: Dept. of Water & Sanitation
15
ECR019
MYEZO
PARK
MPEKO
MAQWAMBI
MANYISANE
PARK
HOMES
9
8 NCAMBEDLANA
FARMS
NORWOOD
MPINDWENI
5
33
17
CHRIS PAYNE
HANI
14
UPPER
TABASE
Upper
Tabase
-B
Sigubudweni SIGUBUDWENI
-A
NTABELIZA
MMANGWENI
NGQWARA
TRACOR
NTABENI
Dumrhane
SGUBUDU SGUBUDU
BHONGA
Sgubudu
-C
Kaplani
DUMRANA
MTSHOBO
XHOKASHE
MATHAMBO
Baziya
Baziya
Baziya
-A
BAZIYA
NORTHCREST
Noziyongwana
TSHEMESE
SIQIKINI SIXUZULU
NYOKA
UMTATA 11
DAM
6
11
12
DECOLIGNY
CICIRA DECOLIGNY
Dlomo
Tabase
Ngqunge
-B
NCISE
LANDS
END
Libode
Emajwareni
Umtata
FAIRFIELD
7
HIGHBURY
N/DC15/066/W
K.D
MATANZIMA
AIRPORT
ROSS
MISSION
9
NTSHABENI
Noziyongwana
R61
MBOZISA
ZWELITSHA
JOJWENI
GXIDIDI
13
NCISE
LURASINI
NGCENDERHA
DUKATHOLE
18
Main Roads
16
8
Impindweni
Noziyongwana
TYENI
MBOZISA
KWANDUNGWANA
Mbhashe
Other
23DM/MWIG
ACIP
Own-Muni
Water4 Supply Backlog Status
Adequate: Formal
Amathole
Below: Infra & O&M Needs
EMPINDWENI
TYHOLO
MTHONJANA
SIKOLOKOTHA
MADINDI
Below: Infra Needs
HOLE IN
THE WALL
CONSULTANTS:
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
PROJECT TITLE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MAP TITLE:
Projects and Interventions:
King Sabata Dalindyebo
DATE COMPLETED:
2016/05/23
28
9
Below: Water Resources
Below: No Services Formal
National Roads
10
GXIDIDI
ROSEDALE
LUGXOGXO
BAZIYA
FOREST
Census Main Places
N1
MATSHONGWE
MANYOSINI
MAQWATINI
MAQWATINI
MAYIBE
Elalini
- D Cwecwe
Mdeni
10
-C
Kwamhaga
Ward Boundaries & Numbers
2
Gxididi
LIXENI
Ezigadini
MATSHONGWE - D
-B
DILISHE
2
Khambi
LUXENI
Gaduka
MANYOSINI
MPAFANA
2
District Municipality Boundaries
4
31
16
Noziyongwana
1
Legend
27
18
19
14
MAP NO.:
26
5
12
2.5
0
5 Kilometers
15
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_1_ProjectsKSD.mxd
DC15 Figure 7.1
·
Legend
Provinical Boundaries
15
District Municipality Boundaries
27
9
Hayiheke Khubusi
HAYIBEKE
Local Municipality Boundaries
14
Phelandaba
Khubusi
Phelandaba
22
16
Noziyongwana
MJIKELWENI
Tyemnyama
Upper
Magxeni
Mdabukweni
EZIMBENYWINI
Luqolwenu
Qhanqu
21
Lower
Magxeni
Luqolweni
Luqolwenu
NTABODULI
MALADINI
N1
12
GQWESA
Mukuleni
MBEZA
Mukuleni Ilundeni
20
7
Census Main Places
Ntabankulu
17
Noziyongwana
Main Roads
13
16
Umzimvubu
MAQHUBINI
QOTIRA
GWADANA
National Roads
11
18
Mbeza
MAGONTSINI
Ward Boundaries & Numbers
2
19
21
SIVIVANENI
Ngele
Gwadane
TSILITWA
NDAKENI
MANGWENI
MKHWEZWENI
Sixhotyeni
SITHALENI
25
UPPER
LWANDLANA
Kwandoyi
Mangcuseni
Ngqwaneni
Sizindeni
Sulenkama
BELEKENCE
KWANDOYI
MAQANYENI
Lower
Lwandlana
GUNQWANE
22
Dumaneni 1
LUXENI
MAQANYENI
GQUKUNQA
KRANCOLO
Krancolo
Mafusini
Kwatshane
MTHOZELO
KIMBILI
Nozityana 1
Kimbili 2
CABA
MPETSHENI
Elundini
ZILANDANA
MIDDLE
TYIRA
17
Upper
Gunqwana
NGQONGO
MDYOBE
NGXAKOLO
Nyanisweni
GABAZI
SIKOBENI
LOWER
TYIRHA BALASI
LOWER
TYIRA
Nkamasana
GUNQWANE
KUHLEKE
ZIWELITSHA
6
3
MALONGWE
GQEYANA
GQEYANA
MANKA
GONGQWANA
MPOZA
NDAKENI
MPINDWENI
NDAKANA
NDASANA
LUQOLWENI
11
NGWEMNYAMA
NGWEMNYAMA
BHAYI
MAGCAKINI
NQUBUSINI
OR TAMBO DISTRICT MUNICIPALITY
Endwe B
GANDANA
Endwe A
EGOLIDENI
Lower
Lotina
MBHONGWENI
Nkamasana
MDENI
GONGO
Upper
Gunqwana
Nkamasana
Projects & Interventions 18
Project Origin
TIKITIKI
PHOCANI
Mhlontlo
GOQWANA
EZINTUTYANENI
MQANDANTO
NCITSHANE
XABANA
Nkamasana
Nkamasana
MAGOQOZA KILILI
HLANGENE
MNGWNVBENI
HLANGANI
LOWER
MJIKA
MADWALENI
NJAPHANTSI
Nkamasana
5
NOMBODLELANA
MPUKUMBINI
2
Nkamasana
NKANINI
Noziyongwana
4
Other
Sidani
23DM/MWIG
Nyandeni
NOMABETSHE
ZWELITSHA
ZENZELE
NGQWALA MRHOTSHOZWENI
27
ACIP
MAP TITLE:
Own-Muni
LURASINI
INDUSTRIAL
8
O.R.
Ta m b o
NQADU
MATYEBA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MIG
Sidani
MHLAKULO
4
MFABANTU
NYEMBEZI
RBIG
NQADU
LOWER
MJIKA
PROJECT TITLE
5
3
Nkanini
WATERFALL
UPPER
MJIKA
1
TSHISANE
Tshisani
-A
MNGCELENI
31
Water Supply Backlog Status
LANGENI
Below: Infra & O&M Needs
Noziyongwana
LANGENI
DATE COMPLETED:
2
Below: Infra
Needs
King Sabata
Dalindyebo
15
Projects and Interventions:
Mhlontlo
Adequate: Formal
16
LOWER EGOTYIBENI
GUNGULULU
TSONGENI
Noziyongwana
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
2
MBUTHO
26
CHEKA
CONSULTANTS:
Ngquza
Hill
Nkamasana
Nkamasana
CINGO
Mangondo
ZIBUNGU
19
1
MANZANA
9
LALENI
LABRY
Nkamasana
DISTRICT MUNICIPALITY:
1
10
GWALI
MAGONKONE
QHOLWENI
CEKA
Engcobo
DUMBA
NGWEMNYAMA
MKHOTSHOZWENI Mncetvana
FAMENI
Nkamasana
MBINJA
Nkamasana
JENEE
Nkamasana
QUTHUBENI
3
MPOZA
MAMPINGENI
Nkamasana
NTABELANGA
QUTHUBENI
TINA
FALLS
NDAMANGA
SHAWBURY
NEUSTAD
GREATER
HONONO
EZIMBELENI
Nkamasana
MVANE
BUHLUNGWANA
LOWER
KROZA
Nkamasana
BOMVINI
MPOZA
UPPER
KROZA
MANKA
CLIENT:
Gubeni
-A
BOMVINI
MADIBA
NTIBANE
MFABANTU MBOKOTWANE
FARMS
Nkamasana
MMANGWENI
Mnga - B
Mhlabati CINGO
Nkamasana
EMDIBANISWENI
MAJABA
NTSHIQO
-B
NTSHINTSHI
8
MBENI
MDIBANISWENI
A
UPPER
NOMHALA
BULEMBU
Balasi
NDIMANGA
Ntshiqo
MTHONYAMENI
XOKONXA
Mhlabeni
LOTANA
FARM
Nkamasana
-C
Ntibane
KUKUMEHLO
XENI
-E
ENKAMENI
ZEC101
LABRY
QANDA Nkamasana
Bele - B
NOZIYONGWANA
MMANGWENI
GODZI
BHUNGENI
MABULULU
KRATYENI
ZINGCUKA
QANDA
DANDALAZILE
7
MDENI
Tsolo
MAQAKAMBENI
Nkamasana
Tsolo
ESINGENI
NOGQADASI
Noziyongwana
TYENI
TSOLO
CINGO
UPPER
ST.
- EE
ESINGWENI
MAYALULENI GOTSI
TOWN
1
BHAKANENI
LOTANA
CUTHBERTS
ESINGENI
Tsolo
NTYWENKA
-F
JOJWENI
MADADENI
MHLAHLANE
MANGXAMFU
MBOBO
Gubeni
NGONYAMENI
-B
NEWSTEAD
MVUMELWANO
NCALUKENI
MJIKWENI 14
Ntsheleni
N/DC15/031/W
Upper MANXIWENI
Upper
Gunqwana Gunqwana
DUMBA
24
BIJO
EDRAYINI
UPPER
ERAYINI
MALEPELEPE
LOWER
XIBENI MALEPELEPE
MAGUTYWA
MIS
MALONGWE
MAGUTYWA
205342
N/DC15/062/W
NTSHELENI
MPINDWENI
15
QUMBU
QUMBU
TOWN
BALASI
NO 9
NTENDELESHE
2
MPINDWENI
MBINDA
MATYHAMINI
NDZEBE
BHUWA
12
NXOTWE
5
BUWA
Ncumbe
NXOTWE
1
3
Mambalwini
Silevini
Upper
Gunqwana UPPER
NGCOLOKINI
SENKUNZI
LOWER
TYIRA
16
NDZEBE
MNGA
TSOLO
BHUBESI
NYOKANA
MHLANGALA
LUQOLWENI
NTSHONGWENI
MAGQUBENI
25
MJIKWA
Kumadukuda
13
LOWER
CHULUNCA
MISSION
396
XABANE
Mangwaneni
- CC
GQUNU
EE aa ss tt ee rr nn
C
C aa pp ee
4
MARHAMBENI
BAJODINA
LOWER
TYIRA
MBENZA
Esikolweni
-D
Upper
Gunqwana
Upper
Gunqwana
KWA DELA
DEBEZA
6
MZUZANTO
TOLENI
ZEC095
MFUNDISWENI
17
LOWER
NGCOLOKINI
NKONKWENI
NGQONGQWENI
TOLENI
MNGQUNYANA
MPINDWENI
BLACK
HILL
5
BHEJA
N2
CULUNCA
MISSION
Thambekenr
SITISHINI
MAGQAGQENI
Alfred
Nzo
NGXOTHO
NGELE
-C
MIS
203262
Diphini KOMKHULU
-B
Langeni
- BB
MABHOLOMPA
MADYIMBA
NKOMPOLWENI
MAHLUNGULU
DETYANA
Detyana
Mpesheni
SITHANGAMENI
MAHLUNGUU
NOZITYANA
DEBEZA
NGXABAXHA
MACHIBINI
GURHA
GQILI
Cengcani
MTHOZELA
ESITHALENI
20
Noziyongwana
23
6
MAFUSINI
SIGUBUDWINI
GQILI
Sulenkama
Tyhuname
Khunkutha
LUQOLWENI
LOCALITY:
NGXANGXASINI
NGCOTHI
KOMKHULU
Maplotini
7
SANGQU
TSHOLA
MDENI
Ngqakaweni
Kwatshane
Mafusini
NGQAKAQENI
Lluqolwenl
DWS: Dept. of Water & Sanitation
NYANISWENI
KWA-NGOTHI
3
NOBAMBA
KAMASTONE
Mpedle
NCOTHI
9
10
SKWAYINI
19
Nyango
Nyango
R56
18
NONYIKILA
Maqwathini
10
9
10
16
8
13
11
34
12
5
2.5
0
7
5 Kilometers
Below: Water Resources6
Below: No Services Formal
15
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_2_ProjectsMhlontlo.mxd
2016/05/23
MAP NO.:
DC15 Figure 7.2
·
M t amvuna
16
12
15
8
Provinical Boundaries
13
13
Noziyongwana
Proposed
Mzintlavana
Dam
14
BHUNGENI
Lwandlana
- H LWANDLANA
17
30
District Municipality Boundaries
29
MAGQABESI
Local Municipality Boundaries
20
Ward Boundaries & Numbers
2
Kwa-BHALA
10
9
12
31
ELHIBINI
ZEC091
25
N1
MATHE
JACA
GQINA
XOPOZO
10
XOPOZO
22
JINGIXENI
Luthulini
DUKUZA
LUTHULINI
DUKUZA
11
MDUDWA
MDUDWA
DEBESE
Sigcau
8
MKHUMBI
KWABALA
Upper
MTSHEKELWENI
Gunqwana
MHLANGA
Upper
Gunqwana
MATALENI
Ntabankulu
8
Mz
in
a
tlav
4
u
bu
Mzim v
NCUNGENI
DWS: Dept. of Water & Sanitation
9
30
LUJECWENI
Noziyongwana
Upper
Gunqwana
THWASI
Mkumeni
-B
Zadungeni
LOCALITY:
THWASI
NGQANDULO
Noziyongwana
Noziyongwana
10
NDAKENI
6
28
NDIMAKUDE
FLAGSTAFF
TOWN
Upper
Gunqwana
SABELO
BHALASI
16
NDAKENI
FAMA
LOWER
MZENGE
J.B.
GABAJANI
LUQHOQWENI
SIGUBUDWINI
Baleni
TAWUKA
MPHUMAZE
MNGENI
Baleni
NDAKENI
MTHWAKU
LUDIWANE
SIKITINI
Alfred
Nzo
NQWABENI
MQANGQWINI
NQWABENI
MAXAXIBENI
MHLUMBA
TAWENI
MXHOZWENI
BHODWENI
MANQILO
11
Nkamasana
Mhlontlo
MNEKETSHA
Lufankomo
Upper
Gunqwana
LWANDLANA
BHUKAZI
HALA
LUBALA
Nkamasana
Happy
GXUME
Valley
SAWULANA
GAGENI
Nkamasana
ECR003 // SIKHULU
F/ECDC15/003/W
Noziyongwana
NTONTELA
NYUKHWENI
CIKOLO
4
MANGWENI
MFINIZWENI
MFINIZWENI
KWAGCUDA
KWAGCUDA
MFINIZWENI
NGQANDULWANA
BHUQA
XHAMA
MAKHWALINI
NTONTELA
NTLEMBINI
KWA BHALA
Nkamasana
NTSIMBINI
16
NDIMBANENI
KOMANI
Silevini
KOMANI
N/DC15/055/W
N/DC15/056/W
Nkamasana
NTLANGWINI
Thembukazi
-B
19
KANANA
15
NQAQHUMBE
MDIKAZI
MZIMTSHA
KWA
NDENGANE
NTANZI
Lambasi
-F
LAMBASI
MKHOSE
Projects & Interventions
Port
Grosvenor
MAZIZI TEA
PLANTATION
Project Origin
NEW TOWN
RBIG
23
Silevini
DUBHANA
Goso
-B
MIG
Other
CUTWINI
Mhlanga
Dam
23DM/MWIG
Port St
Johns
15
THEMBENI
14
MBOTYI
MAGWA
16
GOSO
13
MBOTYI
MBOTYI
MBOTYI
Own-Muni
MBOTYI
Water Supply Backlog Status
MBOTYI
2
8
Below: Infra & O&M Needs
6
MAP TITLE:
Projects and Interventions:
Ngquza Hill
DATE COMPLETED:
Below: Infra Needs
11
Below: Water Resources
16
10
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Adequate: Formal
MBOTYI
12
PROJECT TITLE
ACIP
GWEXINTABA
GWEXINTABA
LUDAKA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
EMBOLENI
MAGWA TEA
CABEKWANA
PLANTATION
MZIZWANGWA
EZIBELENI
Magwa Tea
22
Plantation
MCOBOTHINI
CONSULTANTS:
LAMBASI
Khonjwayo
-B
FAHLA
Mgezwa
MTSHAYAZAFE
Magwa
20
LUSIKISIKI
Dam
TOWN
NIKWE
GOBOZANA
DUBANA
KWANYUSWA
Dubana B
19
UNITY
MZINTLAVA
PARK
NTSIMBINI
GOSO
GOSO MZIZANGWA
MCOBOTINI
Nkamasana
KWANDENGANE
MSIKABA
LAMBASI
KWANDENGANE
LAMBASI
21
27
LAMBASI
IAMBASI
NKUNZIMBINI
NGOBOZANA
NTONTELA
OR TAMBO DISTRICT MUNICIPALITY
MKHAMBATHI
MGEZWA
NYOSANI
MKHAMBATHI
THAHLA
PHUMLO
MMANGWENI
MBILA
DISTRICT MUNICIPALITY:
THAHLA
THAHLA
MKHAMELA
14
20
Nyandeni
MKHAMELA
MSIKANA MSIKANA
Kwa-BHUMBUTA
MPISI
THUNGWANA
KHONJWAYO
ECR003 //
F/ECDC15/003/W
25
MSIKANA
BAZANA
17
KHANYAYO
MDLAMBULO
KWATHAHLE
THELAWAYEKA
MSIKANA
LIYOSE
MATHEKO
NGXABANE
KWA-DICK
MDLAMBULO
MKHAMELA
24
MALANGENI
QAWUKENI
PALMARTONE
KROSHASI
MAWUSHENI
MVIMVANE
KWA BHALA
MRHOTSHOZWENI
Proposed
Zalu Dam
PHUMLO
18
CLIENT:
Ngquza
Hill
Mkhamela
ETYENI - C SIKHULU
MSIKABE
Lusikisiki
MSIKABA
-B
MSIKABA
MARHAMSINI
PUMLO
QAWUKENI
GREAT
TSHONYA
PLACE
NYEMBEZINI
XHURANA
13
MACHIBINI
LOWER
HLABATHI KWACELE
KWA CELE
GQIBENI
BABANI
THAKANELO
Kwa-BUSHULA
Qebedu
NGQUBUNGWENI
MAGUNGULULU
Kwabela
MTSHISO
Esidwadweni
Noziyongwana
-A
GOODHOPE
MTSHISO
17
DUKADA
RHAMSI
Maramsini
DIDI
LUSIKISIKI
MDLAMBULO
NGWENYENI
Mthentu
MHLWAZINI
HLABATHI
UPPER
HLABATHI
GOXOZA
RHAMSI
NOBHADULE
XHORHANA
XHURANA
MBENYANE
Makhwalini
-B
TEMBHUKAZI
THEMBUKAZI
Ntontela
-D
MAKHWALENI
DIKI
TSHONYA
SIKEZINI
MFINIZWENI
MFINIZWENI
UPPER
MKATA MFINIZWENI
MAVALELENI
MFINIZWENI
MAKHWALWENI
ELUXOLWENI LUQUBENI MFINIZWENI
MAVALENENI
MAKHWALWENI
18
Makhwalweni
KWAMBHAYI
-D
MAKHWALWENI
MACHIBINI
2
MARAMZENI
DOLOPINI
BUHLANYANGA
NGXAMBANI
NTONTELA
1 NTONTELA
NTLELE
LUMAYINI
R61
LALENI
LUQUMBINI
KWAGCUDA
NGQANDULWANA
NTONTELA
DOLOPINI
CHIBINI 26
GORHA
MFINIZWENI
KUQHASA
NDLANGASI
iTsitsa
Ndakeni
- M NGCANGCA
Ndakeni
- MNdakeni
-M
Noziyongwana
TSHONYA
TSHONYA
KWA
MDUMAZULU KHANYAYO
Kwa Cele
CELE PATARI
MTHENTU
MHLWAZINI
MAKRAMZENI
MBOZISA
25
KHANYAYO
SICAMBENI
KHANYAYO
KWASILANGWE
MFINIZWENI
MFINIZWENI
MHLOPHEKAZI
QEBEDU
KHALAMFAZI MANGWENI
EMAQATYENI
MPOHLENI
SIPHEZINI
3
MANTLANENI
KHANYAYO
NDZAKA KHANYAYO
MAKRAMZENI
LITLAPHELE
12
LUMAYENI
Mfinezweni
MFINIZWENI
KHANYAYO
NGQUZA
MARHAMZI
MAKRAMZENI
MARHAMZENI
QHAMANGWENI
BUKASE
MFINIZWENI
BISANA
MTSHAYELO
RHAMSI
NKOZO
STORE
ESIKHULU
Thi n a
NKOZO
KHANYAYO
27
KWABHALA
O.R.
Ta m b o
KHANYAYO
KHANYAYO
SICHONTWENI
WOODLANDS
Dangwane
NTSIKENI
BODWENI
DANGWANA SIDABEKWENI
BHUKAZI
Nkamasana
28
COKA
LITLAPHELE
GUQA
11
Nkamasana
MANQILO
KHIMBILI
MQWANGQWENI
DUPHU
EE aa ss tt ee rr nn
C
C aa pp ee
29
MDUMAZULU
MTSHAYELO
MDUMAZULU
MDUMAZULU
KwaCoka
Hlwahlwazi MKHETENGENI
NGQUZA
MATSHISI
NGQUZA
MDUMAZULU
HLWAHLWAZI TAWENI
MTSHAYELO
COKA
MBADANGO
MANTLANE
MCELU
15
TAMZI
EQHOQHWENI
LUQHOQHWENI
SICWENZA
BISI
KWANYATHI
MABALENGWE
TAMZI
MKETENGENI
NO 9 A
NZONDENI
BUMAZI
7
ECDC15/089/W/07/08
5
MANGQUZU
MQWANGQWENI
3
2
Mbizana
14
LUTHULINI
5
ZEC088
Main Roads
19
DIBANDLELA
BALA
NGQELEMANE
Luthulini
LUTHULINI
6
5
National Roads
KUGQARHU
7
1
Census Main Places
21
MATHE
RWANTSANA
5
2.5
0
5 Kilometers
Below: No Services Formal
6
18
Legend
9
9
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_3_ProjectsNquzwaHill.mxd
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MAP NO.:
DC15 Figure 7.3
·
11
Ntabankulu
9
Legend
4
Ngquza
Hill
10
8
Mpindweni
-I
396
Provinical Boundaries
18
District Municipality Boundaries
13
7
1
3
1
18
5
CHIBINI
Ward Boundaries & Numbers
2
Bomvini
KWAYALELA
6
1
Local Municipality Boundaries
Nkamasana
Census Main Places
2
17
Tsolo
N1
ESIQIKINI
ESIQIKINI
NGCOLORHA MAHOYANA
National Roads
Mangcwanguleni
MANZIMABI
Main Roads
NDUNGUNYENI
Ndungunyeni Nkamasana
-A
Noziyongwana
26
Mhlontlo
20
MTHOMBE
NGAVUNGAVU
Nkamasana
3
Lusikisiki
TAFENI
DOKODELA
LUTUBENI
GONGO
N/DC15/017/W
4
THEMBENI
COZA
NJULUKA
Mthombe
Nkamasana
19
DIKELA
MTHOMBO
DIKELA
EZINKUMBINI
4
Lukhuni
MARHUBENI
MARUBENI
NYANDENI
GREAT PLACE
31
MAKHOTYANA
Emdeni
EMDENI
QWEMPU
MARHUBENI
Nyandeni
Rainy
Noziyongwana
NGCOBO/RAINY
NOXOLONDE
TYARA
Silevini
13
13
MHLABENI
SIBANGWENI
MAQHINGENI
MISTY
MOUNT
Nkamasana BUMBANE
UPPER
CORANA
NGOLO
KWANDANYA
11
NGOLO
11
34
8
9
12
Ncipezweni
6
14
Lujecweni
NGOBOZI
7
5
3
2
4
GXULU
KWACHUNU
30
29
SKANSINI NTILINI
BUNTINGVILLE
NDINDIMENI
MANTANJENI
33
13
31
NO
1
ENQWAKUNQWAKU NO 11
BHOLOTWA MATAMZIMA
W/EC/3818/07/09
MAFUSINI
NTSAKA
21
MAGCAKANI
MBANGE
32
MQANGQWENI
NO 3
18
MTHOKWANA 1
26
DIKENI
MTHOKWANA 2
29
Project Origin
RBIG
Other
19
QHINGQOLO
NOXOVA
Mqanduli
ZAKA
NGONYAMENI
SIGUBUDU
28
SIZANI
Emanangeni
-B
MAGANGANE
Nkanunu
PROJECT TITLE
BHUCULA
NTSUNDWANE
WENI/NTIBANE
NTENGU
KWA
MADIBA
KWA
MADIBA
KWA
MADIBA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MDZWINI
JANGE
LUCINGWENI
MPHIMBO
MTHWEBULA
Silevini
LUCINGWENI
Silevini
MZONYANA
MPENDLE
NOMBOSO
GANGENI
VINITSHI
25
MZONYANE
NKANTINI
EMATYENI
N/DC15/010/W
NJIVENI
MGAWUZA
NGOJINI
LWANDILE
Lwandile
-B
NTSIMBINI
ENTSIMBINI
MAMOLWENI
N/DC15/039/W
ENYANDENI 26
27
GOSO
Adequate: Formal
20
NGONQELWENI
Nkanunu
EZINCUKUTHWINI
23
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MVILO
NTSUNDWANE
MPOZA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
1
EGOLI
HAMSINI
MKHUNDLU
Kwanduli
-A
Water Supply Backlog Status
SAZINGE
NTSHINTSHANI
HAMSINI
BOMVANA
NOMADOLO
SIZANA
THEKWINI
Own-Muni
SAZINGA
NTIBANE
BOMVANA
CONSULTANTS:
NTSHINGENI
EMBOLENI
SIDANDA
Silevini Egoli
-B
MAGCAKINI
Machibini
MPUNDWENI
KWAZULU
MAYALWENI
23DM/MWIG
ACIP
EZINDUNENI B
NOTHINTSILA
MFUNDWENI
CANZIBE
Mazizini
-B
OR TAMBO DISTRICT MUNICIPALITY
2
MAQEBEVU
NOMCAMBA
Nomcamba
-B
MHLAKOTSHANE
NQANDA
28
MHLONGWANA
LOWER
GODINI
FAMA - D
KUMANDENI
BOMVANA
MIG
N/DC15/064/W
ZINDUNENI
KATINI
MNYAMENI
LOWER LUJIZWENI 3
MDUMBE
SCHOOL
23 MGOJWENI
MPINDWENI
CWELE
19
THONTI
BUTHONGWENI
Silevini
LUJIZWENI
N0 4
DANGENI
BHANTINI
NOXOVA
24
DISTRICT MUNICIPALITY:
3
NGONYAMENI
22
Silevini
4
GUQA
OLD
BUNTING
SIZINDENI
LUJIZWENI 5
MTOKWANE
STORE
Projects & Interventions
5
BANDLA
MHLAHLANE
BUTHONGWENI
14
MATSHAYI
Port St
Johns
17
MAGOZENI
MAMPONDOMISENI
MANDILENI
LUJIZWENI 1
NQANDA A
MALUNGENI
LUJIZWENI 2
King Sabata
Dalindyebo
CLIENT:
R61
LUDAKA
ZEC078
NQAQHENI
10
NGQONUWENI
ZEC078
MAZIZINI
GODINI
MALUNGENI
NCAMBEDLANA
NOKUPHILA MANGWANENI
STORE
MDUMAZULU
MTHONJENI
MAMPONDOMISENI
MTHOJENI
LUDAKA
NGQELENI
TOWN
Emqwenqo
MANGWANENI
MQANGQWENI
35
6
9
BHANTINI
Engwakazi
MANGWANENI
Port St
Johns
NOTIKANE
EMASAMENI
MAMPONDOMISENI MDUMAZULU
MHLAHLANE
MNGAZANA
MNCANE
POWULINI
SIXHOLOSINI
DUMASI
Sinwandweni
MAMPONDOMISENI
MAMPONDOMISENI
LUTSHEKO
MQHAPHETSHU
NO 10
DUMASI
EMPISI
MATOLWENI
N2
MHLANJENI
NJEZWENI
NGAVU-NGAVU
Lujecweni
1
16
CHIBENI
Nyandeni
MFABANTU TSHISABANTU
MFABANTU
ZULU
CIBENI
GORHA
NDULINI MAKHUZENI
NGOJINI
KHULEKA
ENJIVENI
18
Mputshane
NGOJINI NTLANGWINI
7
Khuleka
ENJIVENI MAQANYENI
ESIKHALWENI
KWAMXHOSA
MAKHWETSHUBENI
MABHELENI
NGXOKWENI KWAMXHOSA
NTSONYINI
NGOTINI
BHUKWINI
TAWENI
BHUKWINI
NTSONYINI
MASAMENI
N/DC15/014/W
MHLANJENI
NTSONYINI
NO 2
Mapondomiseni
NODUSHE
MTYU
Nkawukazi
NTHAPANE
Lujecweni
12
NGXOKWENI
QHANKQU
ZIMPUNGENI
EE aa ss tt ee rr nn
C
C aa pp ee
Cibeni 6
-A
CIBINI
MPUTSHANE
MKHANKATHO
MBIZA
MASAMENI
MPENDLE
NKAWUKAZI
Langeni
GQABHATA
Nciphizeni
Nkamasana
NTLAZA
Kwa-NDANYA
30
Kuzithathele
THUNGWINI
MAQHINGENI
MARHEWINI
DRAYINI
Kuzithathele
11
DIDI
15
LIBODE
TOWN
Libode
MCHONKCO
Ncambedlana
Mthatha
7
8
MAHAHANI
Mevana
-B
MSINTSI
NTENDELE
Nkamasana
NGQWANGI
9
12
W/EC/8848/11/14
MAGCAKINI
-A
2
NGCONGCO
Nkamasana
LUTHOLI
LUKHANYISWENI
Moyeni
SIBANGWENI
MALALANE
Zibungu
-A
LUKHUNI
NTABANTSIMBI
JAMANI
DALAGUBA
MAGCAKINI
NONTSHWABU
10
ZIBUNGU
Bomvini
EMPANGANI
MAMFENGWINI
8
DININKOSI
SIZA
N/DC15/016/W
16
EMOYENI
MAQANYENI
10
16
CUMNIE
15
MAQHINGENI
NKANGA
NGCAPHE
MPHANGALA
MDLANKOMO
NGCOBO
MAFUSINI
14
Bakaleni
MDINA
LOCALITY:
Silevini
Noziyongwana
Lukhuni
NKONKONI
RANNY
MNCALI
BUNGU
NTSHELE
DUNGU
Silevini
Lukhuni
-A
Lukhuni
Noziyongwana
MHLANGA
CHOPHETYENI
DWS: Dept. of Water & Sanitation
27
Kwa-GEBANE
20
Silevini
Silevini
Nkamasana
MZONDENI
2
19
Qeza
NXUKHWEBE
NXUKHWEBE
LUTHUBENI
ZANDUKWANE
GUNYENI
Corhana
LURHASINI
17
Mgaqweni
-A
MHLANGANISWENI
Phezukwamawa
5
KuSOMPA
NGOLO
MJOBENI
14
Upper
Gunqwana
MAP TITLE:
Mamolweni
-B
Projects and Interventions:
Nyandeni
Silevini
MEVENI
SGUDLWINI
Ndungungeni
NGCOBO NGONGO
SIDABADABENI
22
Below: Infra & O&M Needs Ngqeleni
ESIKHULULWENI
Below: Infra
21 Needs
24
25
DATE COMPLETED:
Lutsheni
MANKOSI
Below: Water Resources
O.R.
T a m Below:
b o No Services Formal
2016/05/23
TSHANI
MAP NO.:
13
17
Mbhashe
5
2.5
0
5 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_4_ProjectsNyandeni.mxd
DC15 Figure 7.4
·
Legend
18
24
13
Provinical Boundaries
Mhlontlo
1
18
District Municipality Boundaries
Noziyongwana
20
Local Municipality Boundaries
MTHIMDE
MBOZISENI
17
2
Tshaya
Noziyongwana
N1
BAKALENI
ZALU
HEIGHTS
NDAYINI
17
KWA NGCOLA
LUTSHAYA
Lutshaya
-C
Main Roads
LUZUPHU
ESINGENI
14
Ngquza
Hill
20
NYOSANA
Lusikisiki
MKUZAZA
NDLELENGANA
LUDONGA
KWA
NCOYA
KWA NGCOLA
SIHLITHO
JAMBENI A
19
BOMVINI
KWANYATI
Nyathi 13
KWA GANGATHA
UPPER
NTAFUFU
EMAXEXEBENI
KwaZULU
NYATHI
Nkamasana
Kwa
Majola
SIPHUSIPHU
LOCALITY:
KWAGANGATHA
TYENI
GANGATHA
22
GANGATHA MZINTLAVA A
MBOKAZI
MBOKAZI
DWS: Dept. of Water & Sanitation
21
GANGATA
MNQEZU
ETYENI
GUGWINI
23
MZINTLAVA
KWANYATI
EMANANGENI
27
4
19
JAMBINI B
KWA NYATHI
MKHUZAZA
Nkamasana
CIKADE
MHLABENI
Nkamasana
NGCOYA
KWA NGCOLA
KWA JAMA
Nkamasana
MKHUZAZA
KWA
- NGCOVA
National Roads
15
GOQWANA
ETYENI
PALMARTONE
MPALA MTHIMDE
5
KWA GQESA
Census Main Places
LUGQALWENI
LUTSHAYA
Ward Boundaries & Numbers
2
16
MAZANGWENI
8
KOMANI
14
KWAGANGATA
GOQWANA
15
Luqhoqhweni
BHALA
UPPER
NTAFUFU
GOQWANA
MAJOLA
MTHAMBALALA
NTSHWABULO GCOBANI
XHAKA
GOQWANA
NYAZI
ENKWEZA
Noziyongwana
KWA
BHALA
EE aa ss tt ee rr nn
C
C aa pp ee
KHWANENI
ENTSENGENI
NTONGWANE
MVUKAZI
MEVANA
NDAYINI
NTLANJANA
2
ZEC080
SIQHOZAMENI
ZIPHONDO
16
Lwandlana
-F
NTSHAMATHE
EMPOZA
Luthengele
-A
NTAFUFU
EMANALENI
KWANDAYINI
ENGCENGA
Nkamasana
NGCOSE
MATHANE
GOQWANA
GOQWANA
MHLOTSHENI
BUCHELE
NTAFUFU
KWAGINGQI
MANTUSINI
MGUGWANA
FATYINI
LUSIBENI
MANALENI
MDENI MACHIBI
12
EDUKULWENI
11
LUTALWENI
QHOBOSHENDLINI
RAWUTINI
NGXONGWENI
MAGCAKENI
QUKUSWAYO
MANTENKU
Silevini
MAFUSINI
MBABALANE
RETREAT
FAIRVIEW
Lugaqweni
SWAZINI
MANTUSINI
15
18
SWAZINI
KWALIWANA
Silevini
10
Shangillar
DEDENI
NOMNQOYI
BIZANA
PHAPHASI
MALONGWANA
BOLANI
ZEC079
EMANTUSINI
Silevini
NTLANJENI
6
LUPHAPHASI
6
Machibini
MTAMBALALA
FIRESTATION
MSWAKAZI
GQUBENI
LUPAPASI
Nyandeni
CLIENT:
MTHAMBALALA
LOWER
NTAFUFU
GEMVANE
9
NONJONJO Machibini
KHALENI
THALENI
MTHAMBALALA
GUTSHENI
CHABASE
LUPAPASI
MVUME
THALA
N/DC15/018/W
Tyityane
Port
St Johns
16
TSHAKUDE
LOWER
NTAFUFU
TAFUFU
MKANZINI
MANZIBOMVU
DISTRICT MUNICIPALITY:
NOMNQOYI
BOKLENI
MAGOMBENI
R61
NOQHEKWANA
7
MPANTU
BUTHULO
DANGWANA
NDWALANE
NTSIMBINI
ISINUKA
AHAGA
Mgxabakazi
DUMASI
RELA
Silevini
Agate
Terrace
TOMBO
(AA)
KWANTSILA
CAGUBA
Machibini
DUMASI
NDIMAKUDE
ENKONXENI
5
MILITARY
BASE
LUDALAZI
4
TOMBO
LUDALASI
MABHULWINI
3
RBIG
Chwebeni
MTHALALA
MAHLATINI
CHWEBENI
LUGASWENI
MANCU
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MNGAZI
NKWILINI
CODESA
PROJECT TITLE
19
CWELE
MIG
MASAMENI
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MADAKENI
2
MAGCAKINI
NGCANDA
Other
SIHLANJENI
23DM/MWIG
MAWOTSHENI
EGOGOGO
NODUVA
ACIP
MVELELO ISILIMELA
NOCUZO
Own-Muni
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
VUKANDLULE
MFADALENI
Project Origin
24
SICAMBENI
Mthalala
BHUNGENI
ELUTECWENI
Projects & Interventions
CONSULTANTS:
LYDO
COTTAGES
BUTO
17
MOLIVA
Port St
Johns
BHOLANI
MBENENGENI
21
OR TAMBO DISTRICT MUNICIPALITY
PSJ TOWN
Silevini
GOMOLO
LUFIFINI
NJELA
MAP TITLE:
LUGONGQOZO
Water Supply Backlog Status
1
ZEC077
MPOTSHOTSHO
Projects and Interventions:
Port St Johns
TSWELENI
Adequate:
Formal
28
REBHU
PHAHLAKAZI
KWAGINQI
Below: Infra & O&M Needs
23
Below: Infra Needs
KWAGINGQI
DATE COMPLETED:
20
Below: Water Resources
Below: No 25Services Formal
2016/05/23
LUTATWENI
MAP NO.:
4
2
0
4 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160523_F7_5_ProjectsPSJ.mxd
DC15 Figure 7.5
·
Joe
Gqabi
Legend
Proposed
Mkemane Dam
Matatiele
Greater
Kokstad
MAT001
Ugu
Provinical Boundaries
Sisonke
District Municipality Boundaries
Local Municipality Boundaries
UMuziwabantu
Alfred
Nzo
Census Main Places
Gilbert
Eyles
Ludeke
Dam
Umzimvubu
Senqu
N1
National Roads
Main Roads
Ezingoleni
Ntenetyana
Dam
UMZ001
Ward Boundaries & Numbers
2
Proposed
Nkanji Dam
Conceptual Water Supply
Intervention Areas
Driel
Dam
NTB001
Dams & Dam Names
Primary Rivers
Secondary Rivers
DWS: Dept. of Water & Sanitation
Mbizana
Proposed
Mzintlavana
Dam
LOCALITY:
Elundini
MBZ001
Ntabankulu
Mhlo001
Flagstaff
EE aa ss tt ee rr nn
C
C aa pp ee
Proposed
Ntabalanga
Dam
Qumbu
Mhlontlo
Ngquza
Hill
Proposed
Laleni Dam
CLIENT:
NQH001
Tsolo
Chris
Sakhisizwe H a n i
NQH002
Proposed
Zalu Dam
Lusikisiki
Mhlanga
Dam
O.R.
Ta m b o
Mtata
Dam
Magwa
Dam
DISTRICT MUNICIPALITY:
Port St
Johns
KSD001
OR TAMBO DISTRICT MUNICIPALITY
Libode
PSJ001
CONSULTANTS:
Mthatha
Nya003
Nya004
Nyandeni
Engcobo
KSD002
Conceptual Bullk Water
Supply Intervention Areas
PSJ002
Nya002
Port St
Johns
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
KSD001
King Sabata
Dalindyebo
KSD002
PROJECT TITLE
KSD003
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
KSD004
KSD004
KSD005
Mqanduli
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Nya001
Mhlo001
NQH001
NQH002
MAP TITLE:
Nya001
Ngqeleni
KSD003
Mbhashe
KSD005
Conceptual Bulk Water Supply
Interventions
Nya002
Water Supply Backlog Status
Nya003
Adequate: Formal
Nya004
Below: Infra & O&M Needs
DATE COMPLETED:
PSJ001
Below: Infra Needs
Amathole
Mnquma
2016/05/20
PSJ002
Below: Water Resources
Below: No Services Formal
MAP NO.:
10
5
0
10 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160314_F8_BulkInterventions.mxd
DC15 Figure 8
·
2
Ntabankulu
Qumbu
17
Legend
UMZ001
12
16
NTB001
Provinical Boundaries
District Municipality Boundaries
I n xu
Local Municipality Boundaries
3
Ward Boundaries & Numbers
2
24
5
UMZ001
14
Census Main Places
1
hin
a
Proposed
Laleni Dam
1
6
N1
T
11
National Roads
Main Roads
1
9
Mhlo001
Elundini
Conceptual Water Supply
Intervention Areas
10
396
iTs itsa
8
Driel
Dam
Primary Rivers
Mpindweni
-I
7
Mhlontlo
1
Bomvini
5
KWAYALELA
Secondary Rivers
Ngquza
Hill
Nkamasana
1
CHIBINI
3
Dams & Dam Names
DWS: Dept. of Water & Sanitation
NQH001
MAHOYANA
O.R.
Ta m b o
ESIQIKINI
QHOLWENI
Noziyongwana
MQANDANTO
ZIBUNGU
Nkamasana
18
MTHOMBE
XABANA
LOWER
MJIKA
HLANGENE
WATERFALL
Boycy - B
LOWER
MJIKA
NOMBODLELANA
MPUKUMBINI
NGQWALA
LANGENI
Khambi
PHESHEY KWETABASE
Upper Ncise
HALLBAY
Noziyongwana
34
MPOLOMPO
LWANDLANA
MANYOSINI
MPAFANA
15
MAQWATINI
King Sabata
Dalindyebo
Noziyongwana
TYENI
Mode
east
Ngqunge
-B
Upper
SGUBUDU
Tabase
Sgubudu
-A
-C
BHONGA
SGUBUDU Jojweni - V Emaqo
Sigubudweni - A
Ntabeliza
EHALINI
Baziya
LWANDLANA
NDAKWANA
MMANGWENI
Bhaziya
ROSS
MISSION
FAIRFIELD
Dlomo
NTABENI
Upper
Tabase - B
14
6
5
SIKHOBENI
MYEZO
PARK
MBOZWANA
Baziya
LOWER
CENTULI
Ntabeliza - B
NTABELIZA
33
Qweqwe
UPPER
QWEQWE
31
ESKOM
DIDI
Libode
MAQHINGENI
COMPOUND
Nkamasana
MKHANKATHO
MBIZA
DISTRICT MUNICIPALITY:
LIBODE TOWN
MARHEWINI
6
Nyandeni
MPENDLE
NKAWUKAZI
ZIMPUNGENI
18
LANGENI
Port St
Johns
30
NJEZWENI
13
CONSULTANTS:
BACK
21
Nya003
Nya004
ORANGE GROOVE
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
17
NTSHELE
Ngqeleni
PROJECT TITLE
19
thath a
Nya002
M
35
KSD002
24
32
Primary
Secondary
Reservoirs
³
±
Water Pumpstations
PS
]
\
W TW
1
28
Nya001
26
KSD001 Mthatha RWSS
29
22
Mb
Proposed:
18
20
27
DATE COMPLETED:
sh
ha
Primary
e
Secondary
Mqanduli
19
#
*
Water Treatment Works
wa
li
Mg
Tertiary
Reservoirs
6
Mbhashe
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
KSD004
Water Treatment Works
!
.
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
14
Tertiary
T
U
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
3
MABHELENI
17
Existing: 16
OR TAMBO DISTRICT MUNICIPALITY
QWEQWE
LUTHUTHU
Infrastructure
7
15
29
MAZIZINI
MAWELENI
KWANOMZAMO
Nkamasana
PLANTATION
TYUMBU
AMENDU
MSINTSI
Nkamasana
NTENDELE
Nkamasana MISTY
MOUNT
BUMBANE
KWANDANYA
NEW PAYNE
Qweqwe
NTABELIZA
SIGUBUDWENI
Lujecweni
NTHAPANE
2
BHONGWENI
OLD PAYNE
16
MAQHINGENI
JAMANI
1
30
QELANI
DALAGUBA
Nkawukazi
NGOBOZI
Nkamasana
2
NTABANTSIMBI
Kuzithathele
Langeni
CLIENT:
NKANGA
EMPANGANI
7
UPPER
CORANA
GQABHATA
12
4
NEW
LINDILE
MPEKO-NTABENI
MPHEKO
PLANTATION
DRAYINI
NGOLO
3
Lindile
MPEKO
EMOYENI
MAGCAKINI - A
NGQWANGI
GXULU
7
NGCAPHE
9
MHLABENI
Ncipezweni
Nciphizeni
PAYNE
OLD
LINDILE
GUBENU
XHONGORA
MATHAMBO
MAQWAMBI
CHRIS
HANI
MDINA
MPHANGALA
MDLANKOMO
MAMFENGWINI
11
LUKHANYISWENI
Moyeni
Mthatha
9
Dumrhane
MPEKO
8
Bakaleni
NKONKONI
KSD001
8
Ncambedlana Kuzithathele
DECOLIGNY
LUKHUNI
EMDENI
QWEMPU
MAGCAKINI
MAFUSINI
11
TSHEMESE
UPPER
TABASE
NGCOBO/RAINY
NGCOBO
MNCALI
NGOLO
Emajwareni
Noziyongwana
LANDS
END
Tabase
DUMRANA
SIBANGWENI
12
DECOLIGNY
MARHUBENI
Noziyongwana
TYARA
HIGHBURY
CICIRA
Umtata
Kaplani
NCISE
MARHAMBENI
TABASE
MISSION
MTSHOBO
BAZIYA
Baziya - C
BAZIYA
MISSION
Baziya
BEKE
17
R61
DUKATHOLE
LINK
Nyandeni
RANNY
DININKOSI
ROSEDALE
XHOKASHE
Baziya - A
WAQU
K.D
MATANZIMA
Noziyongwana AIRPORT
MDENI
MAMPINGENI
NTSHABENI
MARUBENI
NOXOLONDE
Sibangweni/Lutholi
LUTHOLI
13
NCISE
MAKHOTYANA
NYANDENI GREAT PLACE
Rainy
NONTSHWABU
Mdeni - C GXIDIDI
Cwecwe
10
NGCENDERHA
JOJWENI
SIXUZULU
Elalini
-D
8
Noziyongwana
Emdeni
Impindweni
LUGXOGXO
NGOSWANA
Mtata
Dam
Kwamhaga
Lukhuni
Silevini
CHOPHETYENI
Corhana
MAQANYENI
MATSHONGWE
LURASINI
KWANDUNGWANA
JADA
MBOZISA
SAWMILL MBOZISA
ZWELITSHA
NYOKA
LIXENI
MATSHONGWE
-D
-B
Gaduka
Ezigadini
DILISHE
MZONDENI Lukhuni
-A
NTSHELE
DUNGU
GUNYENI
10
Gxididi
Nkamasana
BUNGU
MARHUBENI
LOWER
GUNGULULU
Khambi
LUXENI
MANDLENI
MAYIBE
BAZIYA
FOREST
SIQIKINI
LWANDLANA
-K
GRIBDELE
Silevini
Kwa-GEBANE
MHLANGA
LURHASINI
Qeza
Silevini
LURASINI
INDUSTRIAL
EGOTYIBENI
EE aa ss tt ee rr nn
C
C aa pp ee
DIKELA
EZINKUMBINI
TSONGENI
Noziyongwana
Noziyongwana
DIKELA
MTHOMBO
NXUKHWEBE
NOMABETSHE
NQADU
MNGCELENI
ZENZELE
ZWELITSHA
LUCINGWENI
16
Nkamasana
ZANDUKWANE
31
NGQWALA
MRHOTSHOZWENI
27
4
Noziyongwana
NYEMBEZI
Engcobo
LUTUBENI
LUTHUBENI
MATYEBA
19
NJULUKA
Mthombe
N2
NQADU
MFABANTU
bu
Mzim v u
TAFENI
GONGO
4
Nkamasana
5
Mgaqweni - A
Upper
Gunqwana
KuSOMPA
NGOLO
Phezukwamawa
MHLANGANISWENI
DOKODELA
COZA
MNGWNVBENI
MADWALENI
NJAPHANTSI
MHLAHLANE
3
THEMBENI
HLANGANI
UPPER
MJIKA
NGAVUNGAVU
MJOBENI
Nkamasana
MAGOQOZA
EMANXIWENI
NCITSHANE
2
Ndungunyeni - A
TIKITIKI
PHOCANI
CHEKA
LOCALITY:
NDUNGUNYENI
MANZIMABI
Nkamasana
26
Mangondo
2
Mangcwanguleni
NGCOLORHA
Tsolo
28
KSD003
2016/05/20
23
23
MAP NO.:
26
20
22
5
2.5
0
5 Kilometers
25
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_1_BulkInterventionsKSD001.mxd
DC15 Figure 8.1
·
Legend
17
Provinical Boundaries
31
District Municipality Boundaries
Local Municipality Boundaries
Ward Boundaries & Numbers
2
Census Main Places
N1
National Roads
KSD001
R61
Main Roads
Conceptual Water Supply
Intervention Areas
GUBEVU
Driel
Dam
Dams & Dam Names
Primary Rivers
KHONONGWANA
Mbh a sh e
Secondary Rivers
XHONGORA
DWS: Dept. of Water & Sanitation
Xon g ora
LOCALITY:
MANYISANE
NQWATHI
Chaba
-A
CABA
Chaba
-C
PHAHLA
Xhongora
-C
EE aa ss tt ee rr nn
C
C aa pp ee
KWA-SABE
17
MKHONQENI
Kwa-Phahla
MADORHWANENI
KHONQENI
RHELEGWINI
DLAKATWENI
NGQWATHI
KSD002
MAZIZANI
King Sabata
Dalindyebo
CLIENT:
MAQADINI
KHONQENI
16
KHONQENI
-A
X u ka
NQWATHI
LUXOMO
DATASHE
BHIYAFU
CHIBINI
KWADRATASHE
MAMFENENI
DISTRICT MUNICIPALITY:
MAGA
LOWA
Engcobo
KUNQWATI
OR TAMBO DISTRICT MUNICIPALITY
MARHUDULWINI
NQWATHI
CONSULTANTS:
NDUNGWANA
NDUNDUMENI
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
KSD004
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Mbhashe
PROJECT TITLE
MBASHE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Infrastructure
Existing:
NGQUQA
BHAKALENI
Primary
Secondary
Reservoirs
³
±
Tertiary
T
U
Water Pumpstations
PS
]
\
W TW
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
Water Treatment Works
KSD002 Mthatha Regional Borehole Dev
18
Proposed:
DATE COMPLETED:
Primary
Secondary
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
O.R.
Ta m b o
u
M te n t
1
2016/05/20
MAP NO.:
0.5
0
1 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\27811_160314_F8_2_BulkInterventionsKSD002.mxd
DC15 Figure 8.2
Cen
Zi m
e
ban
Legend
Nya003
M um b
·
tuli
d
32
KSD002
Provinical Boundaries
i
District Municipality Boundaries
Nya003
Local Municipality Boundaries
14
Ward Boundaries & Numbers
2
Census Main Places
wara
q
Ng
N1
ku
Ku N
National Roads
Main Roads
n
z im
b ini
Conceptual Water Supply
Intervention Areas
23
26
29
Driel
Dam
Nyandeni
Dams & Dam Names
Primary Rivers
22
KSD004
18
King Sabata
Dalindyebo
DWS: Dept. of Water & Sanitation
Ng
m
qu
Mqanduli
an
e
N2
z
un
Mp
M th
Mquanduli
28
an
a
19
ZWELITSHA
NGWEVANA
MQANDULI
TOWN
ZWELAKHE
LOWER
NGQWARA
PHAZIMA
NGQUNGQU
MAQOMENI
UPPER
NTLANGAZA
NGCANASENI
EMAKHUMSHENI
KWANTSOME
KWA PHAHLA
MADLAKA
LOWER
NQUNQU
MJELWENI
JOJWENI
SIGINQINI
JOJWENI
MAHLAMVU
PHANBI
KWENTABA
SAWUTINI
g q ngqu
u
LUBISANE
CACADU
ZIKHOVA
u
BOM BOM
MANTSHILIBENI
GENGQE
DARABE
MANCAM
Ng o
ya
m
n
NTSILEKANE
20
ESIKOBENI
BIJOLO
EMANYOSINI
MBIZANA
EMIJIKWENI
SIKHOBENI
b
Bu
le m
KINGS
FARM
EXOLWENI
Kwe
Nxuro
MAHLUNGULU
DISTRICT MUNICIPALITY:
XHORANA
THUNGWANE
LOWER
TYOLO
Xora
THUNGWANE
MAHLUNGULU
Ngqawa
Silevini
21
MJIKWENI
OR TAMBO DISTRICT MUNICIPALITY
KHANYAYO
Jali - A QADINI
THUNGWANA
Xora
Ncobo
Mp a
na
JALI
wa
NCEKANA
KSD005
TWUNGWANA
TUTWINI
EMAQOMENI
THUNGWANA
RHARA
25
NTSITSHANA
LUCWECWE
XHORANA
BACELA
Kwe
Nxura
KWA
KHAWULA
ZIHAGU
MATANZI
Dinga
-B
HAJI
MNCWASA
KHOVUTHI
u
XHORA
EMAMPANDLENI
ESIDIKIDINI
Upper
Gunqwana
XHORANA
KRAKRA
Dut
y
KWAJALI
KOMKULU
MHLABUBOMKANISE
XHORANA
GWATYU
MVEZO
GOMATA
KHOVUTHI
NTSITSHANA
NTSITSHANA
KROZA
UWATYU
EGQUBENI
GWATYU
CLIENT:
LUTHUBENI
KSD003
Ngqeleni
TSHONTI
WILLOW
ko
7
MAHLATHINI
LWANDLANA
22
a
ENGQELENI
BIJOLO
MNQANDA
KHOHLO
KWALINI
GOTYIBENI
GENQE
27
JOJWENI
KWANCANA
THWABE
O.R.
Ta m b o
MANGQOBE
KHOHLO
ENKALWENI
MPHANDELI
MBIZANA
Silevini
EFAM
GENGQE
GENGQE
n
Qu
LOWER
QUNQU
GOGOZAYO
Manyisana
NTANDELA
EZITHENJINI
ZIBHODLA
MAMFENGWINI
GATYANA
EE aa ss tt ee rr nn
C
C aa pp ee
MBOZISA
N
MFAMZI
GENGQE
MLAWU MLAMBO
CORANA
SANKOBE
HLOPHE
23
TALA
CORANA
Blekana
-D
Blekana
-C
LOCALITY:
MPINDWENI
atha
Ntlangaza - A
MALOZA
M t e ntu
Secondary Rivers
Nya001
CONSULTANTS:
EMASAMENI
LONDISO
EMMANGWENI
17
FUTYE
CHELESI
KHARA
KHALALO
FUTYE
NZWAKAZI
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NCALAMBENI
Silevini
ba
Bu m
lu
Mbha s h
8
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
13
e
Amathole
TYHOLO
wa
M nc
MADINDI
sa
Mbhashe
Infrastructure
Existing:
Primary
PROJECT TITLE
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
28
Secondary
18
T
U
Reservoirs
³
±
Tertiary
Water Pumpstations
PS
cih
a
Water Treatment Works
KSD003 Mqanduli Corridor Dev
an
W TW
Conceptual Bulk Water Supply
Interventions:
X or
N
]
\
MAP TITLE:
26
a
15
12
Proposed:
ony
Nt l
Primary
DATE COMPLETED:
19
a ne
Secondary
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
2016/05/23
Nqabara
MAP NO.:
16
3
1.5
0
3 Kilometers
14
10
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_3_BulkInterventionsKSD003.mxd
DC15 Figure 8.3
·
Nya003
11
34
15
8
District Municipality Boundaries
nge
ra
gq
u
N
Provinical Boundaries
9
ci
Ci
Local Municipality Boundaries
6
Owen
5
14
12
se
Ward Boundaries & Numbers
2
7
Mthatha
a
Ta b
Legend
C or ana
Engcobo
3
Census Main Places
2
KSD001
N1
R61
National Roads
4
Main Roads
30
Conceptual Water Supply
Intervention Areas
29
17
Driel
Dam
1
i
Sik oben
bh
Cu
Primary Rivers
m g ce
n
M
Dams & Dam Names
Secondary Rivers
a sh e
13
SIXHOTYENI
33
Nyandeni
31
Xo
n gor a
XHONGORA
KHWENXURA
Emaga
XHONGORA
17
ZIMBANE
Khwenxura
Jixini
ZIMBANE
UPPER
CENTULE
MBUQE
NTLEKISENI
Centuli
-C
C ent uli
LOCALITY:
KUNENE
CENTULI
ESIKHOBENI
ESIDWADWENI
35
MAQHINEBENI
Mthat h a
Zimbane
16
JIXINI
XHUGXWALA
VIEDGESVILLE
THAFENI
Nkamasana
Silevini
Upper
Ngqwarha B
TAFENI
Upper
Gunqwana
QUNU
MADONSI Nkamasana
MOKOLWENI
GUNJANA
-F
RHUNI
MOYENI
MABHELENI
BITYI
PHINGILILI
Kwa-NDABA
QUNU
NKALANE
MASHALENI
CLIENT:
MPOLASA
EMANDLOVINI
Nya001
Qingqolo
Village
ZANCI
MACOSA
BLEKANA
KWA
DLOMO
N2
MATYENI
gq
XALANGA
QUNU
un za
Mp
MAGUBU
m
Ntlangaza
-B
Mqanduli
NGQUMANE
e
an
MTENTU A
QHINGQOLO
MADADIYELE
19
RHUNE
LOWER
NGQWARA
n
ZANCI
a
5
Qingqolo
KOMKHULU
CEGCWANA
Rhune
Sqikini
Qingqolo
MPUNZANA
QUNU
FOREST
u
Qunu
village
SIGWALINI
22
Mcobotini
-C
NDAKANA
NGCENDESE
ZINGCUKA
Qingqolo
BLEKANA
TAMSANQA
MAVUNAWENI
CEZU
N
Gunjana
-G
TAFENI
Nqanda
Madwaleni - A - B
Ncanaseni
NTIMANUWENI
MAMPINGENI
Mpikwana - A
TYELEBANA
HLABATSHANE
Madwaleni - B
KHENCEZAZO
u
MADONSI
DOBE
GOSO
Sawulana
-B
SIGIBA
KSD004
18
GQAQHALA
NGCWALA
HLABATSHANE
Kungcolo
JULUKUQU
MPIKWANA
ZANCI
JOJWENI
DISTRICT MUNICIPALITY:
EMPA
DINDALA
NQENCU
NGQUNGE
CHANTI
MSANA
Sakhela
-D
Silevini
MAWUTINI
a li
NGCEJANA
M
gw
a
Ng w ra
Upper
LUXOLWENI
Ngqwarha
KWANXELE
NTUWE
BITYI
GXWALIBOMVU
26
NDLUNKULU
UPPER
QUNU
Qun
EE aa ss tt ee rr nn
C
C aa pp ee
NGIZA
MAXESIBENI
28
QOLWENI
14
MAGOMBE
JIXINI
Langeni
-B
CEZU
NGCOTYENI
Gxwalibomvu
-C
MSANA
MANZOTHENI
Upper
Ngqwara
BALIZULU
XHWILI
-E
Zimbane
NEW TOWN
NQWATHI
NYIBENI
JIXINI
Jixini
29
MATYENENGQINA
LUKWETHU
MAWENI
Qokolweni
QOKOLWENI
MACIBINI
XHUXWALA
XHWILI
XHWILI
XHWILI - A
MQHEKEZWENI
Nyibeni
Nyibeni B
MTEBE
QOKOLWENI
MQHEKEZWENI
MQHEKEZWENI - A
Nkamasana
Zimbane
MAQHINGENI
SAWUTINI
MOYENI
Mqhekezweni
-C
MANDLANENI
ban e
Zi m
32
q
uka
XHWILI
Mten tu
X
KSD002
DWS: Dept. of Water & Sanitation
Nya003
CHEGCWANA
MANTSHAYI
TANTSEKA
SAKHELA
Sakhela
-A
Sakhela
Sakhele
-C
NGQUNCIE
NGCENGANA
Blekane
OR TAMBO DISTRICT MUNICIPALITY
BOMVU
SAKHELA
NGWENI
MTENTU
NDIBELA
BUWA
King Sabata
Dalindyebo
TYAWARA
NGWENI
NDIBELA
DUMRANA
DALINDYEBO
Ng q
MANGWENI
CONSULTANTS:
un
MGQUMO
g qu
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
BUMBANE
TYHALARA
GANGXO
MTENTU
NEW REST
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
27
23
SITEBE
ENKALWENI
6
Tyalara
-B
B ule m
MZINYA
Tyalara
20
Infrastructure
ny
M
n
w
c
a
a
Secondary
Water Pumpstations
sa
Mbhashe
MAP TITLE:
Xora
n
Conceptual Bulk Water Supply
Interventions:
a
Reservoirs
³
±
Tertiary
4
T
U
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
g
am
Primary
Ngqeleni
o
Existing:
KSD003
N
O.R.
Ta m b o
PROJECT TITLE
22
b
u
Nyalara
W TW
Water Treatment Works
Proposed:
Primary
tyw
a
Mbhash
e
KSD004 Lukwethu Water Supply
13
21
DATE COMPLETED:
7
Secondary
Tertiary
#
*
Munyu
Reservoirs
Water Treatment Works
8
2016/05/20
17
Xora
a
Nci h a n
!
.
Xora
28
3.5
26
1.75
0
3.5 Kilometers
mb a
u
]
\
Du
PS
Bu l
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_4_BulkInterventionsKSD004.mxd
MAP NO.:
DC15 Figure 8.4
·
Legend
Provinical Boundaries
District Municipality Boundaries
Local Municipality Boundaries
qu
QUBENI
Ward Boundaries & Numbers
2
g
un
N gq
Mdumbi
Census Main Places
25
N1
GQUBENI
NGCENDUNA
National Roads
27
t ha
Main Roads
t
ha
M
GOSO
Conceptual Water Supply
Intervention Areas
Nya001
KHOHLO
26
Driel
Dam
Ntlebane
MNQANDE
Dams & Dam Names
Nyandeni
Primary Rivers
Secondary Rivers
MLAWU
DWS: Dept. of Water & Sanitation
KSD003
BELUNGWINI
JOJWENI
LOCALITY:
EMAQATYENI
GONYA
MABHEHANA
KWAAIMAN
NGOJINI
EMALANGENI
MABHEHANA
NENGA
Dotyeni
MHLABENI
DINGA
EE aa ss tt ee rr nn
C
C aa pp ee
MANANGENI
MATIYANE
Engcwanguba
NTANDELA
Ekhohlo
-A
NZULWINI
KWAKHAKANA
King Sabata
Dalindyebo GAWU
Ekhohlo
-B
ESIZINDENI
Khohlo
-E
MAQANYENI
Mathokazini - A
KHOHLO
KSD005
CLIENT:
ENENGA
NDAMZI
FUNISWAYO
Mahusheni
Lower
Nenga
Lower
Nenga
THWALIKHULU
KHOTYANA
Emaqanyeni
MAFUSINI
ELALINI
DISTRICT MUNICIPALITY:
ENYANDENI
MZULWINI
- 17
COFFEE
BAY
QHOGI
KWANQENYA
24
Mzongwaneni
DINGADA
a
Bul u m b
OR TAMBO DISTRICT MUNICIPALITY
NZULWINI
- 17
NQAYIYA
KWAKIZI
17
Mn
cw
Bunene
-A
RHINI
CONSULTANTS:
a sa
MTUMBANE
Mpako
28
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NZULWINI
TALIMOFU
BLACK
ROCK
STORE
MHLANGUKA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
MTHONJANA
PROJECT TITLE
Infrastructure
Existing:
Mbhashe
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
EMPINDWENI
Primary
MTHONJANA
HOLE IN THE WALL
Secondary
SIKOLOKOTHA
Reservoirs
³
±
Tertiary
T
U
Water Pumpstations
PS
]
\
W TW
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
KSD005 Coffee Bay RWSS
Water Treatment Works
19
Proposed:
DATE COMPLETED:
Primary
18
Secondary
2016/05/20
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
MAP NO.:
1.5
0.75
0
1.5 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_5_BulkInterventionsKSD005.mxd
DC15 Figure 8.5
·
11
Legend
21
LL ee ss oo tt hh oo
Proposed
Mkemane Dam
Matatiele
Provinical Boundaries
Sisonke
24
14
K
Kw
w aa ZZ uu ll uu -- N
N aa tt aa ll
22
District Municipality Boundaries
Local Municipality Boundaries
Greater
Kokstad
10
10
24
16
Ward Boundaries & Numbers
2
Alfred
Nzo
Census Main Places
N1
National Roads
15
Proposed
Nkanji Dam
9
Mv
r
Kini a
ne
12
Conceptual Water Supply
Intervention Areas
3
eny a
13
Main Roads
2
6
Driel
Dam
Dams & Dam Names
11
Primary Rivers
5
14
Secondary Rivers
23
8
DWS: Dept. of Water & Sanitation
8
Ntenetyana
Dam
R396
4
LOCALITY:
Umzimvubu
Senqu
7
15
27
9
15
22
16
17
12
R56
7
EE aa ss tt ee rr nn
C
C aa pp ee
11
18
13
16
20
14
19
21
10
19
4
Mzimvu b
25
Elundini
9
u
6
21
7
ooi
CLIENT:
Ntabankulu
20
18
N2
M
5
8
22
4
Mhlo001
3
25
17
23
Proposed
Ntabalanga
Dam
DISTRICT MUNICIPALITY:
3
T
M
a
13
15
17
z intla
v
2
a
h in
6
12
16
396
nxu
5
I
2
CONSULTANTS:
Mhlontlo
24
5
OR TAMBO DISTRICT MUNICIPALITY
14
1
3
Proposed
Laleni Dam
Existing:
Primary
Secondary
Chris
Hani
26
1
³
±
Water Pumpstations
PS
]
\
W TW
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
KSD001
5
17
3
Sakhisizwe
Reservoirs
18
2
1
Tertiary
T
U
NQH001
6
1
Infrastructure
PROJECT TITLE
1
7
3
1
Ngquza
Hill
10
iTs itsa
8
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
11
9
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
MAP TITLE:
4
20
5
Nyandeni
Water Treatment Works
2
Conceptual Bulk Water Supply
Interventions:
Port St
Johns
27
4
Mhlo001 Umzimvubu RWSS
Proposed:
13
Primary
Mt h ah a
Engcobo
t
Secondary
Tertiary
13
!
.
#
*
Nya004
2
Reservoirs
19
Water Treatment Works
O.R.
Ta m b o
31
16
15
34
King Sabata
Dalindyebo
Mtata
Dam
10
10
9
8
7
13
11
12
16
7.5
Nya003
3.75
0
6
8
DATE COMPLETED:
2016/05/25
MAP NO.:
7.5 Kilometers
16
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_6_BulkInterventionsMhlo001.mxd
DC15 Figure 8.6
·
Umzimvubu
15
8
11
Legend
30
9
13
Provinical Boundaries
13
Proposed
Mzintlavana
Dam
14
Lwandlana
-H
LWANDLANA
19
17
District Municipality Boundaries
Local Municipality Boundaries
MAGQABESI
20
BHUNGENI
12
Census Main Places
MATHE
9
25
31
NGQELEMANE
DUKUZA
BALA
Ntabankulu
Sigcau
KWABALA
NCUNGENI
LUJECWENI
MHLANGA
NGQANDULO
GABAJANI
Noziyongwana THWASI
NDAKENI
FAMA
tlava
in
Mz
Nkamasana
DUPHU
GUQA
MHLUMBA
BHODWENI
MNEKETSHA
Lufankomo
BHUKAZI
BHUKAZI
Nkamasana
3
NKOZO
STORE
NKOZO
SAWULANA
GAGENI
GXUME
SIKHULU
1
NGCANGCA
Ndakeni
-M
1
MPOHLENI
10
NTONTELA
KUQHASA
NDLANGASI
iTsitsa
BHUQA
NTLELE
MAGUNGULULU
MBENYANE MAKHWALINI
Noziyongwana
Kwabela
MTSHISO
GOODHOPE
5
THEMBUKAZI
3
Nkamasana
MAKHWALENI
KSD001
Existing:
Primary
MACHIBINI
Nkamasana
³
±
]
\
W TW
MZINTLAVA
ENKWEZA NYAZI
13
Noziyongwana
GOQWANA
Libode
PROJECT TITLE
22
Mhlanga
Dam
KWAGANGATHA
KOMANI
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
14
15
NTSHWABULO
Luqhoqhweni
ENTSENGENI
XHAKA
MTHAMBALALA
GCOBANI
KHWANENI
NTONGWANE
MATHANE
12
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
BUCHELE
Port St
Johns
EDUKULWENI
MANTUSINI
FATYINI
NQH001 Ngqushwa Hill RBWSS
Machibini
11
MANALENI
NONJONJO
Silevini
Tyityane
Primary
MCOBOTHINI
DUBHANA
GOQWANA
16
Proposed:
23
NTSHAMATHE
EMANALENI
8
Nya004
Nkamasana
MZINTLAVA A
KWAGANGATA
GOQWANA
GOQWANA
UNITY
PARK
MCOBOTINI
PSJ001
16
DATE COMPLETED:
MANTENKU
Secondary
30
Tertiary
Nya003
!
.
Reservoirs
#
*
15
Water Treatment
Works
Machibini
6
9
7
Nya004
10
Nya002
2016/05/20
MAP NO.:
6
18
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
Dubana B
JAMBENI A
UPPER
NTAFUFU
KWA
BHALA
DUBANA
NTSIMBINI
EMAXEXEBENI
Water Treatment
7
Works
Lusikisiki
KWA GANGATHA
KwaZULU
Magwa
Dam
NIKWE
KWANYUSWA
19
MZINTLAVA
EMPOZA
Water Pumpstations
GOBOZANA
GANGATA
GANGATHA
MBOKAZI
NYATHI
GUGWINI
CONSULTANTS:
NQAQHUMBE
21
JAMBINI B
KWANYATI
MNQEZU
Tertiary
PS
20
MDIKAZI
MMANGWENI
NYOSANI
KWA JAMA
BOMVINI
KWA - SIHLITHO
NYATHI
MHLABENI
BHALA
2
15
NYOSANA
EMANANGENI
O.R.
Ta m b o
MBILA
NGOBOZANA
Nyathi
Reservoirs
KANANA
PALMARTONE
19
OR TAMBO DISTRICT MUNICIPALITY
16
Silevini
GOQWANA
Nkamasana
DISTRICT MUNICIPALITY:
NQH002
PHUMLO
17
KOMANI
ZALU
HEIGHTS
24
BAZANA
14
LUZUPHU
MKHUZAZA
TSHONYA
KWA-DICK
NDAYINI
LUTSHAYA
Ngquza
Hill
QAWUKENI
GREAT PLACE
NGXABANE
MTHIMDE
Secondary
T
U
NOBHADULE
QAWUKENI
PALMARTONE
LUGQALWENI
MPALA
MAZANGWENI
CLIENT:
DUKADA
25
Proposed
Zalu Dam
MACHIBINI
CELE
UPPER
HLABATHI
18
DIDI
XHURANA
KWA BHALA
NTSIMBINI
MTHIMDE
20
HLABATHI
26
GQIBENI
13
NDIMBANENI
NGCOYA
MKUZAZA
KWA
NCOYA CIKADE
KWA - NGCOVA
KWA - NGCOLA
Nyandeni
GOXOZA
DIKI
MVIMVANE
Noziyongwana
KWAMBHAYI
18
ESINGENI
NDLELENGANA
KWA NGCOLA
BUHLANYANGA
Noziyongwana
NYEMBEZINI
Kwa-BUSHULA
MRHOTSHOZWENI
MFINIZWENI
MAVALELENI
Lutshaya
-C
TEMBHUKAZI
27
CHIBINI
MBOZISA
NQH001
Qebedu
BAKALENI
Thembukazi - B
NTONTELA
LUDONGA
MAKRAMZENI
KWABHALA
SIKEZINI
MFINIZWENI
LUTSHAYA
KWA GQESA
KWA - NGCOLA
R61
LUQUMBINI
MBOZISENI
17
MARHAMZENI
RHAMSI
TSHONYA
SIPHEZINI
LALENI
Tshaya
Esidwadweni
Noziyongwana
-A
Makhwalini
-B
Ntontela
-D
Mfinezweni
MARHAMZI
27
SIDABEKWENI
GORHA
XHURANA
XHORHANA
ELUXOLWENI
ETYENI
Infrastructure
4
EMAQATYENI
MAKHWALWENI
Makhwalweni - D
NGQUBUNGWENI
28
MTSHAYELO
TSHONYA
MHLOPHEKAZI
QEBEDU
MFINIZWENI
MFINIZWENI
NTLEMBINI
NTONTELA
MANGWENI
UPPER
MKATA
NGQANDULWANA
MFINIZWENI
XHAMA
4
TAWENI
MFINIZWENI
NTONTELA
MAKHWALWENI
MAVALENENI
2
MDUMAZULU
LITLAPHELE
LUMAYINI
KWAGCUDA
KWAGCUDA
CIKOLO
NTONTELA
1
LUMAYENI
KHALAMFAZI
NYUKHWENI
EE aa ss tt ee rr nn
C
C aa pp ee
MTSHAYELO
WOODLANDS
DANGWANA
BISANA
ESIKHULU
MANTLANENI
LITLAPHELE
MANQILO
LUBALA
MFINIZWENI
11
TAWENI
QHAMANGWENI
BUKASE
in
Th
a
MKHETENGENI
KHIMBILI
MXHOZWENI
Upper
11
Gunqwana
Dangwane
BODWENI
12
Noziyongwana
Nkamasana
TAMZI
MDUMAZULU
29
Hlwahlwazi
NTSIKENI
Mhlo001
Happy
Valley
15
MBADANGO
LWANDLANA
HALA
MANQILO
HLWAHLWAZI
MQWANGQWENI
MAXAXIBENI
MANTLANE
SICWENZA
NQWABENI
25
EQHOQHWENI
LUQHOQHWENI
MQANGQWINI
MABALENGWE
MCELU
Mhlontlo
BISI
KWANYATHI
SIKITINI
13
BUMAZI
MANGQUZU
MQWANGQWENI
NDAKENI
TAWUKA
MKETENGENI
NO 9 A
NZONDENI
10
7
3
LUQHOQWENI
MPHUMAZE
LUDIWANE
5
16
J.B.
Upper
Gunqwana
SIGUBUDWINI
MTHWAKU
LOWER
MZENGE
9
Ndakeni
12
LOCALITY:
NDIMAKUDE
SABELO
BHALASI
Flagstaff
MNGENI
THWASI
NDAKENI
6
FLAGSTAFF
TOWN
Mkumeni - B
2
DWS: Dept. of Water & Sanitation
30
MATALENI
Zadungeni
Baleni
Secondary Rivers
14
MTSHEKELWENI
Noziyongwana
8
4
Tsolo
Dams & Dam Names
Primary Rivers
Mbizana
UMZ001
Upper
Gunqwana
Driel
Dam
11
MDUDWA
LUTHULINI
MKHUMBI
5
22
MBZ001
XOPOZO
DEBESE
NTB001
17
10
Luthulini
Luthulini
Conceptual Water Supply
Intervention Areas
28
JINGIXENI
DUKUZA
6
Main Roads
DIBANDLELA
XOPOZO
LUTHULINI
National Roads
19
KUGQARHU
GQINA
7
8
25
N1
JACA
RWANTSANA
Mzimvu b u
20
Ward Boundaries & Numbers
2
ELHIBINI
Kwa-BHALA
10
5
2.5
0
5 Kilometers
5
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_7_BulkInterventionsNQH001.mxd
DC15 Figure 8.7
·
Mte
h
NQH001
na
wa
n
ts
Provinical Boundaries
29
y
Mn
KwaCoka
MTSHAYELO
am
e
KHANYAYO
SICHONTWENI
11
KHANYAYO
28
Msik
Local Municipality Boundaries
K
Ward Boundaries & Numbers
2
i
n
COKA
COKA
u lumb
NGQUZA
NGQUZA
e
u
MATSHISI
Mte
nt
District Municipality Boundaries
O.R.
Ta m b o
SICAMBENI
ab
NGQUZA
MBZ001
Main Roads
Conceptual Water Supply
Intervention Areas
KHANYAYO
a
Mbizana
27
NDZAKA
KHANYAYO KHANYAYO
MDLAMBULO
National Roads
25
KHANYAYO
KHANYAYO
Census Main Places
N1
Driel
Dam
Dams & Dam Names
KWA KHANYAYO
MDUMAZULU
Primary Rivers
Sikomb e
Kwa Cele
Secondary Rivers
LUSIKISIKI
PATARI
MTHENTU
MHLWAZINI
DWS: Dept. of Water & Sanitation
NGWENYENI
Mthentu
DOLOPINI
DOLOPINI
26
LOWER
HLABATHI
MARAMZENI
KWA CELE
KWASILANGWE
ETYENI
RHAMSI
12
NGXAMBANI
MDLAMBULO
LOCALITY:
KWACELE
MROSHANENI
MDLAMBULO
Ngquza
Hill
KHANYAYO
Mkhamela - C
SIKHULU
KROSHASI
Mkhamela
RHAMSI
KWATHAHLE
Maramsini
BABANI
MKHAMELA
25
THAKANELO
EE aa ss tt ee rr nn
C
C aa pp ee
MSIKABE
MARHAMSINI
THAHLA
MKHAMELA
Lusikisiki - B
MSIKABA
PHUMLO
PUMLO
MAWUSHENI
MKHAMELA
MSIKANA
Nkamasana
18
24
MSIKANA
MALANGENI
LIYOSE
K wa Dla m bu
MATHEKO
MSIKANA
KHONJWAYO
MKHAMBATHI
THAHLA
THELAWAYEKA
16
MSIKANA
MPISI
Kwa-BHUMBUTA
THUNGWANA
CLIENT:
NQH002
ra
Xu
an
a
the
ko
X ur
MKHAMBATHI
17
NKUNZIMBINI
eM a
NTLANGWINI
IAMBASI
LAMBASI
MZIMTSHA
KWANDENGANE
LAMBASI
Nkamasana
KWANDENGANE
LAMBASI
Khonjwayo
-B
MSIKABA
LAMBASI
KWA NDENGANE
MGEZWA
15
FAHLA
DISTRICT MUNICIPALITY:
Lambasi
-F
Mgezwa
MTSHAYAZAFE
NTANZI
Lusikisiki
R61
14
EMBOLENI
OR TAMBO DISTRICT MUNICIPALITY
LAMBASI
M
zi
MAZIZI TEA
PLANTATION
za
MKHOSE
ng
wa
l
ohlozi
22
Magwa
Dam
20
Mh
19
Port
Grosvenor
CONSULTANTS:
NEW TOWN
MZIZANGWA
GOSO
23
CABEKWANA
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
MAGWA TEA PLANTATION
EZIBELENI
21
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MZIZWANGWA
Goso - B
Silevini
MAGWA TEA
ESTATE
MZIMHLE
INDUSTRIAL
Magwa Tea
Plantation
CUTWINI
PROJECT TITLE
Mhlanga
Dam
15
Infrastructure
Existing:
THEMBENI
14
GWEXINTABA
MBOTYI
va
GOSO
MBOTYI
MBOTYI
Tertiary
T
U
Reservoirs
³
±
LUDAKA
intla
Water Pumpstations
MBOTYI
PS
MBOTYI
]
\
Port St
Johns
W TW
1.5
0
Conceptual Bulk Water Supply
Interventions:
Water Treatment Works
Primary
Secondary
fu
afu
NQH002 Msikaba BRWSS
DATE COMPLETED:
2016/05/20
Tertiary
10
3
MAP TITLE:
Proposed:
MBOTYI
PSJ001
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Secondary
MBOTYI
MAGWA
Mz
Primary
Mk i
oz
Mnt
7
Legend
15
11
3 Kilometers
!
.
Reservoirs
#
*
Water Treatment Works
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_8_BulkInterventionsNQH002.mxd
MAP NO.:
DC15 Figure 8.8
·
Legend
21
Provinical Boundaries
13
Nya003
District Municipality Boundaries
17
Local Municipality Boundaries
Ngqeleni
Cu ngc
e
m
MBANGE
Ward Boundaries & Numbers
2
wa
na
GODINI
Census Main Places
g
Sin
an
BHANTINI
N1
National Roads
Main Roads
1
Nya003
19
BUTHONGWENI
Conceptual Water Supply
Intervention Areas
M
u
ne n
MALUNGENI
Driel
Dam
NCAMBEDLANA
BUTHONGWENI
24
Dams & Dam Names
Primary Rivers
Secondary Rivers
Port St
Johns
FAMA - D
LOWER
GODINI
KUMANDENI
LOCALITY:
Nya004
14
DWS: Dept. of Water & Sanitation
MHLAKOTSHANE
ZAKA
SIDANDA
MAGCAKINI
SIZINDENI
MATSHAYI
KWAZULU
NGONYAMENI
MPUNDWENI
MTOKWANE
STORE
KSD004
EE aa ss tt ee rr nn
C
C aa pp ee
SIGUBUDU
LUJIZWENI 3
DIKENI
28
MFUNDWENI
MGOJWENI
MTHOKWANA 2
MTHOKWANA 1
KuN n
ku
NGONYAMENI
mbi n i
zi
26
22
Silevini
LUJIZWENI
N0 4
M takatye
MPOZA
Nyandeni
MAYALWENI
NTIBANE
20
MPINDWENI
HAMSINI
BOMVANA
CLIENT:
QHINGQOLO
WENI/NTIBANE
CANZIBE
NQANDA
Nya001
BOMVANA
SIZANA
KWA
MADIBA
25
HAMSINI
Mazizini
-B
NTENGU
NOMADOLO
MKHUNDLU
23
MPHIMBO
MTHWEBULA
KWA
MADIBA
KWA
MADIBA
Emanangeni
-B
MPENDLE
DISTRICT MUNICIPALITY:
MZONYANA
SIZANI
NKANTINI
MZONYANE
NOMBOSO
22
EMATYENI
MAMOLWENI
NGOJINI
Md
THEKWINI
um
b
NTSIMBINI
ENTSIMBINI
LWANDILE
ngqu
qu
Ng
CONSULTANTS:
i
Kwanduli
-A
OR TAMBO DISTRICT MUNICIPALITY
MGAWUZA
NJIVENI
Lwandile
-B
Mthatha
King Sabata
Dalindyebo
Mamolweni - B
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
EZINCUKUTHWINI
KSD003
ENYANDENI
27
26
Silevini
PROJECT TITLE
MEVENI
Ndungungeni
Existing:
NGONGO
Primary
NGCOBO
Secondary
SIDABADABENI
Tertiary
Reservoirs
³
±
ESIKHULULWENI
T
U
Water Pumpstations
]
\
W TW
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
SGUDLWINI
Infrastructure
PS
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Conceptual Bulk Water Supply
Interventions:
MANKOSI
24
Water Treatment Works
Nya001 Second Falls RWSS
M
n
25
TSHANI
w asa
c
Proposed:
MAP TITLE:
Lutsheni
KSD005
Primary
DATE COMPLETED:
2016/05/20
o
Secondary
p
Tertiary
ak
M
!
.
Reservoirs
#
*
Water Treatment Works
Mbhashe
Amathole
2
1
0
2 Kilometers
17
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_9_BulkInterventionsNya001.mxd
MAP NO.:
DC15 Figure 8.9
·
Legend
9
Provinical Boundaries
District Municipality Boundaries
Local Municipality Boundaries
Ward Boundaries & Numbers
2
Census Main Places
M zim vubu
AHAGA
PSJ001
N1
National Roads
Main Roads
Conceptual Water Supply
Intervention Areas
7
Driel
Dam
R61
Dams & Dam Names
Primary Rivers
Secondary Rivers
6
Mgxabakazi
DWS: Dept. of Water & Sanitation
DUMASI
RELA
LOCALITY:
TOMBO
(AA)
PSJ002
CAGUBA
Machibini
KWANTSILA
19
ng
az
i
DUMASI
M
ENKONXENI
5
EE aa ss tt ee rr nn
C
C aa pp ee
TOMBO
4
Port St
Johns
BHOLANI
Port St
Johns
MABHULWINI
SICAMBENI
BUTO
Nya004
3
VUKANDLULE
CLIENT:
Chwebeni
Mthalala
CHWEBENI
Nya002
MTHALALA
MNGAZI
MAHLATINI
DISTRICT MUNICIPALITY:
LUGASWENI
NKWILINI
OR TAMBO DISTRICT MUNICIPALITY
CODESA
M ng a
MASAMENI
na
za
CONSULTANTS:
MADAKENI
2
MAGCAKINI
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NGCANDA
SIHLANJENI
a
gw
an
Si n
PROJECT TITLE
na
Infrastructure
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
MAWOTSHENI
Existing:
Primary
Secondary
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
GOMOLO
Reservoirs
³
±
Tertiary
T
U
Water Pumpstations
PS
]
\
W TW
MAP TITLE:
ISILIMELA
Conceptual Bulk Water Supply
Interventions:
NJELA
Water Treatment Works
Nya002 Tombo RWSS
Proposed:
Primary
DATE COMPLETED:
Secondary
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
2016/05/20
1
1
0.5
0
1 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_10_BulkInterventionsNya002.mxd
MAP NO.:
DC15 Figure 8.10
·
Legend
2
10
Provinical Boundaries
KSD001
District Municipality Boundaries
Local Municipality Boundaries
8
10
16
Ward Boundaries & Numbers
2
13
Census Main Places
11
N1
N2
National Roads
Main Roads
Conceptual Water Supply
Intervention Areas
9
Driel
Dam
7
Libode
30
MCHONKCO
Mnga z
NDULINI
Dams & Dam Names
Primary Rivers
i
Coran
a
Mthatha
NTLAZA
MASAMENI
Kwa-NDANYA
DWS: Dept. of Water & Sanitation
KHULEKA
NGXOKWENI
8
a
Mg
Secondary Rivers
w enyan
Mputshane
Nya003
QHANKQU
Kwamxhosa
Khuleka
ENJIVENI
KWAMXHOSA
LOCALITY:
6
ENJIVENI
MAKHWETSHUBENI
MAQANYENI
15
NGXOKWENI
9
MFABANTU
7
Mngazana
MTYU
KWAMXHOSA
R61
MABHELENI
7
NGOTINI
18
BHUKWINI
TSHISABANTU
BHUKWINI
MASAMENI
12
ZULU
MHLANJENI
MFABANTU
EE aa ss tt ee rr nn
C
C aa pp ee
MHLANJENI
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1
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29
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KWACHUNU
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NO 11
ENQWAKUNQWAKU
Nyandeni
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CLIENT:
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MANTANJENI
3
ng
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17
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21
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an e
MATOLWENI
Ngqeleni
DUMASI
MANDLOVINI
MAZIZINI
NGQELENI
TOWN
MAGCAKANI
MAFUSINI
NTSAKA
DISTRICT MUNICIPALITY:
akatye
Mt
Zim
b
35
Nya004
BHANTINI
Port St
Johns
MANGWANENI
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OR TAMBO DISTRICT MUNICIPALITY
u
MQANGQWENI
i
mb
MANGWANENI
1
Mn
u
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19
en
NOKUPHILA
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CONSULTANTS:
24
NQAQHENI
King Sabata
Dalindyebo
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
MQANGQWENI
NO 3
Mth ath a
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
NQANDA A
14
Infrastructure
Existing:
PROJECT TITLE
LUJIZWENI 1
MALUNGENI
LUJIZWENI 2
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
KSD004
Silevini
Primary
LUJIZWENI 5
Nya001
Secondary
LOWER
MDUMBE
SCHOOL
Tertiary
Reservoirs
T
U
26
PS
]
\
Ku N k
Water Treatment Works
W TW
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
23
u
³
±
29
Water
Pumpstations
28
nzimbin i
Nya003 Ngqeleni RWSS
22
Proposed:
Primary
Secondary
20
27
DATE COMPLETED:
KSD003
2016/05/20
Ng
q wTertiary
ar
a
!
.
Reservoirs
#
*
Water Treatment Works
KSD003
2.5
1.25
0
2.5 Kilometers
25
KSD003
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_11_BulkInterventionsNya003.mxd
MAP NO.:
DC15 Figure 8.11
ng
it yo
Bh
Legend
Mzint
lav
e
Ngquza
Hill
i
n
Ruze
w
a
·
eM
NQH001
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31
27
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Provinical Boundaries
District Municipality Boundaries
Mkata
TYENI
Local Municipality Boundaries
Lukhuni
Lukhuni
SIZA
CUMNIE
Ward Boundaries & Numbers
2
Nkamasana
GANGATHA
4
14
15
Kwa
Majola
Census Main Places
8
MAJOLA
N1
NQH001
SIPHUSIPHU
uf
af
Mn t
MAQHINGENI
ZIBUNGU
u
National Roads
11
Main Roads
Silevini
T yara
Conceptual Water Supply
Intervention Areas
MVUKAZI
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Lwandlana - F
SIQHOZAMENI
M
ZIPHONDO
n
a zi
Driel
Dam
Dams & Dam Names
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-A
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-B
16
8
MAHAHANI
LUKHUNI
Bomvini
g
13
NTLANJANA
MHLOTSHENI
2
9
MEVANA
MALALANE
Zibungu
-A
Nkamasana
NGCOSE
DWS: Dept. of Water & Sanitation
MDENI MACHIBI
CIBINI
Port St
Johns
LUTALWENI
RAWUTINI
12
LOCALITY:
QHOBOSHENDLINI
CIBENI
MPUTSHANE
TSHAKUDE
CHIBENI
Libode
MAGCAKENI
QUKUSWAYO
NOTIKANE
MAKHUZENI
NGXONGWENI
16
GORHA
7
LUPAPASI
EMASAMENI
M
w e ny a
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LUPAPASI
a
g
n
Nyandeni
CHABASE
MVUME
NGOJINI
MBABALANE
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6
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7
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9
MANTUSINI
ESIKHALWENI
6
LUPHAPHASI
EE aa ss tt ee rr nn
C
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10
15
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PHAPHASI
29
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a
30
17
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BUTHULO
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ub
NTSONYINI
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NODUSHE
NGQONUWENI
Silevini
MDUMAZULU
M
Nya003
CLIENT:
Nya004
Mapondomiseni
nye
gam
MAMPONDOMISENI
LUDALAZI
MDUMAZULU
MHLAHLANE
MTHOJENI
NDIMAKUDE
BANDLA
MTHONJENI
PSJ002
Port St
Johns
GUQA
MHLAHLANE MAGOZENI
MAMPONDOMISENI
5
4
MBENENGENI
LUDALASI
LUDAKA
3
21
OLD
BUNTING
DANGENI
BHUNGENI
ELUTECWENI
CWELE
DISTRICT MUNICIPALITY:
Nya002
MFADALENI
MAMPONDOMISENI
MANDILENI
Ngqeleni
ZINDUNENI
KATINI
MANCU
MNYAMENI
OR TAMBO DISTRICT MUNICIPALITY
THONTI
24
MHLONGWANA
NOXOVA
Mne n u
um
Md
19
NOXOVA
bi
2
MAQEBEVU
Nomcamba
NOMCAMBA
-B
CONSULTANTS:
CWELE
EZINDUNENI B
EGOGOGO
NODUVA
MVELELO
NTSHINGENI
NOTHINTSILA
20
14
Silevini
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NOCUZO
SAZINGA
EMBOLENI
Egoli
-B
LUFIFINI
SAZINGE
LUGONGQOZO
Machibini
MPOTSHOTSHO
PROJECT TITLE
1
K
uN
ku
Infrastructure
n zim
b ini
28
EGOLI
MVILO
NTSHINTSHANI
NTSUNDWANE
MAGANGANE
TSWELENI
KWAGINQI
Mtakat ye
Nya001
Nkanunu
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
PHAHLAKAZI
Existing:
Primary
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
REBHU
NGONQELWENI
KWAGINGQI
Secondary
22
NTSUNDWANE
Tertiary
BHUCULA
LUTATWENI
T
U
Reservoirs
³
±
Nkanunu
Water Pumpstations
PS
]
\
W TW
GANGENI
VINITSHI
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
MDZWINI
JANGE
Water Treatment Works
Mthat ha
Proposed:
23
Nya004 Cibeni-Ntlambeni RWSS
LUCINGWENI
27
Primary
Silevini
26
Secondary
DATE COMPLETED:
Silevini
2016/05/20
KSD003
Tertiary
Reservoirs
u
Water Treatment Works
gqu
!
.
#
*
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ng
25
3.5
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0
3.5 Kilometers
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Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_12_BulkInterventionsNya004.mxd
MAP NO.:
DC15 Figure 8.12
8
·
Legend
23
NQH001
15
Provinical Boundaries
District Municipality Boundaries
Nya004
UPPER
NTAFUFU
Local Municipality Boundaries
NQH002
2
Ngquza
Hill
N1
Ward Boundaries & Numbers
Census Main Places
National Roads
Main Roads
13
Conceptual Water Supply
Intervention Areas
NDAYINI
a
Driel
Dam
gw
Mziz an
Dams & Dam Names
Primary Rivers
M
16
NTAFUFU
zi ntlav a
Secondary Rivers
DWS: Dept. of Water & Sanitation
Mntafufu
KWANDAYINI
ENGCENGA
NTAFUFU
LOCALITY:
KWAGINGQI
MGUGWANA
LUSIBENI
12
11
LOWER
NTAFUFU
EE aa ss tt ee rr nn
C
C aa pp ee
THALA
KHALENI
THALENI
TAFUFU
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Port St
Johns
MTHAMBALALA
GUTSHENI
MTHAMBALALA
LOWER
NTAFUFU
GEMVANE
Nya004
CLIENT:
NTUFUFU
HOLIDAY
RESORT
MTAMBALALA
FIRESTATION
MSWAKAZI
MAFUSINI
GQUBENI
PSJ001
Silevini
6
NTLANJENI
MALONGWANA
RETREAT
DISTRICT MUNICIPALITY:
Lugaqweni
FAIRVIEW
BOLANI
KWALIWANA
10
Shangillar
Silevini
DEDENI
OR TAMBO DISTRICT MUNICIPALITY
NOMNQOYI
MKANZINI
9
CONSULTANTS:
BOKLENI
im
Mz
vubu
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
NOQHEKWANA
NDWALANE
PROJECT TITLE
ISINUKA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Infrastructure
Existing:
Mng
a
zi
Primary
Secondary
Tertiary
T
U
Reservoirs
³
±
PSJ002
Water Pumpstations
P S3
]
\
W TW
Agate
Terrace
MAP TITLE:
Silevini
Nya002
Water Treatment Works
Port St
Johns
Conceptual Bulk Water Supply
Interventions:
5
PSJ001 Port St Johns RWSS
Proposed:
Primary
Secondary
DATE COMPLETED:
4
2016/05/20
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
1.5
0.75
0
1.5 Kilometers
2
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_13_BulkInterventionsPSJ001.mxd
MAP NO.:
DC15 Figure 8.13
·
Legend
PSJ001
Provinical Boundaries
District Municipality Boundaries
Local Municipality Boundaries
Ward Boundaries & Numbers
2
Census Main Places
N1
National Roads
Main Roads
Conceptual Water Supply
Intervention Areas
Mzimvubu
Driel
Dam
Dams & Dam Names
MPANTU
Primary Rivers
Secondary Rivers
DWS: Dept. of Water & Sanitation
R61
LOCALITY:
EE aa ss tt ee rr nn
C
C aa pp ee
6
Port St
Johns
CLIENT:
PSJ002
DISTRICT MUNICIPALITY:
Port
STJohns
MILITARY
BASE
PSJ TOWN
Port St
Johns
OR TAMBO DISTRICT MUNICIPALITY
CONSULTANTS:
Project No.: 27811
UWP Consulting
PO Box 25549, Monument Park
Pretoria, 0105
Tel: + 27 (0) 12 424 9700
Fax: + 27 (0) 12 460 4071
Email: pretoria@uwp.co.za
PROJECT TITLE
MOLIVA
OR Tambo DM: Universal Access
Plan Phase 2 - Progressive
Development of a Regional Water
Supply Master Plan
Infrastructure
Existing:
Primary
Secondary
Reservoirs
³
±
Tertiary
T
U
Water Pumpstations
PS
]
\
W TW
Nya002
LYDO
COTTAGES
MAP TITLE:
Conceptual Bulk Water Supply
Interventions:
Water Treatment Works
PSJ002 Port St Johns Town Supply
Proposed:
Primary
DATE COMPLETED:
Secondary
2016/05/20
Tertiary
!
.
Reservoirs
#
*
Water Treatment Works
0.55
0.275
0
0.55 Kilometers
Document Path: W:\Work\27811_002_ORTUAP_II\GIS\MapProjects\ReconMapSeries\May2016\27811_160519_F8_14_BulkInterventionsPSJ002.mxd
MAP NO.:
DC15 Figure 8.14