i ANNEXURES

ANNEXURE A: REGIONAL EXPLORER (ReX) DATA

Global Insight's Regional eXplorer (ReX) is a system of integrated databases that can provide the user with accurate and up-to-date economic, marketing and

development information for each magisterial district and province in South Africa (Global Insight Southern Africa, Regional eXplorer, 2007).

Competitive advantage

The ReX can be considered the first port-of-call for any economic, marketing or development project with a regional focus. Spatial economic policy makers as

well as private sector practitioners will find the ReX an indispensable tool due to its comprehensive coverage, easy accessibility, user friendly interfaces to

standard software and analytical packages as well as mapping facilities.

Accurate decision making

ReX draws together many different sources of sub-national economic information from Statistics South Africa, government departments, development

agencies, Regional Services Councils, private research houses and Global Insight's own data. These data components are reworked to ensure that they are

internally consistent and add up to the national totals. All indicators are then updated to the current period using Global Insight's suite of forecasting models

including the macroeconomic model, industry model and income distribution forecasting model. The ReX ensures reliable, consistent information helping you

and your team make better-informed decisions.

Effective use of resources

Regular users of data in South Africa are aware that the process of collecting existing published data is time consuming, and that once collected, the data is

often inconsistent or outdated and in a format not easily imported into standard software packages. The ReX overcomes these problems by putting accurate

and up-to-date regional data at the user's fingertips.

Easy to use

The ReX interface between the data and the analyst is extremely user friendly and the data can be drawn into most commonly used software packages with

ease.

ii ANNEXURES

Continually updated

The ReX is a “living” database and is continually updated and refined as new primary data becomes available. These updates are made available to the

subscriber throughout the subscription period.

This document attempts to inform the user of how most of the information contained in the ReX is compiled and calculated, and how the user can extract

relevant information.

iii ANNEXURES

ANNEXURE B: QUANTEC DATA

Key features

The South African Regional Market Indicators provide a unique, disaggregated and consistent view of South Africa's socio-economic structure and market

potential on a regional basis down to district and town council level. The data is compiled by combining a regional demographic and industry framework,

spanning more than three decades, with a comprehensive set of census, survey and time-series indicator data. The result is a systematic and up-to-date set of

actual and standardised regional indicators for the South African regions.

Some of the main features are:

Detailed data on a full range of industries.

Comprehensive coverage of consumer demographics, income, expenditure, housing and infrastructure.

Key macroeconomic estimates, including GDP, employment and trade.

Aggregate data covering provinces, metropolitan areas, and user defined areas based on district and town council.

The database is updated and expanded continually as new and primary data becomes available.

Advanced functionality to allow you to manage data easily. Functions include cross-tabulation, charting, exporting to Excel and

sorting/selecting/ranking variables by regional aggregation levels.

Who uses Regional Market Indicators?

Regional Market Indicators enables the analyst to accurately assess the regional marketplace. The focus is on planning and business development, marketing

and sales, market research and economics. It is especially valuable to government, professional service firms, consulting firms and financial institutions, which

all operate in multiple markets and sectors, as well as universities. With a heavy focus on consumer markets and demographics, it is ideal for organisations

that offer consumer products and services.

Primary data sources

Statistics South Africa Population Censuses from 1970 to the present

Statistics South Africa Industry Censuses & Surveys

Statistics South Africa Household Surveys including Income & Expenditure Surveys since 1990

iv

ANNEXURES

Statistics South Africa Labour Force Surveys since 1999

AMPS Household Surveys since 1992

Quantec Research Standardised Industry Database

Update frequency

Continuously updated as data becomes available.

v

ANNEXURES

ANNEXURE C: POVERTY DESCRIPTIONS

Poverty rate

The poverty rate is the percentage of people living in households with an income less than the poverty income. The poverty income is defined as the

minimum monthly income needed to sustain a household and varies according to household size, the larger the household the larger the income required to

keep its members out of poverty. The poverty income used in the Quantec database is based on the Bureau of Market Research’s Minimum Living Level (BMR

report no. 235, Minimum and Supplemented Living Levels in the main and other selected urban areas of the RSA, August 1996). The monthly poverty incomes

used are shown in Table C.1.

Table C.1: Monthly poverty income by household size (R per month)

Household

size

1996 1997 1998 1999 2000 2001 2002

1 431 468 501 527 555 586 640

2 568 616 659 693 730 772 842

3 755 820 877 922 971 1 027 1 121

4 948 1 030 1 101 1 158 1 219 1 289 1 407

5 1 133 1 230 1 314 1 383 1 456 1 539 1 681

6 1 327 1 441 1 540 1 620 1 706 1 804 1 969

7 1 509 1 639 1 752 1 842 1 941 2 051 2 239

8+ 1 839 1 997 2 135 2 245 2 365 2 500 2 729

As with the construction of the household income indicators, three major sources of data were used to derive estimates income poverty:

1996 and 2001 population census

1995 Income and Expenditure Survey (IES) conducted by Statistics South Africa

Global Insight income distribution model.

vi ANNEXURES

Per capita income

Per capita income (as used in this report) means how much each individual receives, in monetary terms, of the yearly income generated in the specific

magisterial district. This is what each citizen is to receive if the yearly income in that area is divided equally among everyone.

vii ANNEXURES

ANNEXURE D: MAIN PLACE/SUB PLACE DESCRIPTIONS

According to Quantec, the Main Places within the Polokwane local municipality comprise of the following:

Bjatladibja Dikolobe

Dikgale

Ditlou Machidi

Ga-Mashashane

Maja

Makgoba

Mankoeng

Mankweng

Mixed TA

Mojapelo

Molepo

Moletji

Moloto Solomon Kgabo

Mothiba

Pietersburg Part 1

Polokwane

Seshego Part 1

Thabamoopo

Tholongwe

Turfloop

Pietersburg Part 2

Seshego Part 2

viii ANNEXURES

According to Quantec each of the above Main Places within the Polokwane local municipality can be divided into the following Sub Places or villages:

Bjatladibja Dikolobe

Bjatladibja Dikolobe SP, Ga Moswedi, Ga Thoka, Ga-Motholo, Ga-Potse, Kgokong, Kgwareng, Madiga, Makeketela, Makgwareng, Mamotintane, Mankweng,

Mantheding, Masekwameng, Mehlakong, Monyamane, Mphalong, Nchechane, Ntsima, Senscherere and Syferkuil.

Dikgale

Dikgale SP, Ga-Dikgale South, Ga-Mokgopo, Madiga, Makotopong, Mantheding, Mmarobale, Nooitgedacht, Sebayeng, Titibe and Vierhoek.

Ditlou Machidi

Ditlou Machidi SP, Chuenespoort, Ga-Chuene, Ga-Maja, Ga-Tshwene, Seponapudi and Tshwene.

Ga-Mashashane

Setotolwane.

Maja

Maja SP, Doorndraai, Ga-Maja, Matobole, Mphogodiba and Ngwanamago.

Makgoba

Makgoba and Vierhoek.

Mankoeng

Mankoeng SP, Badimong, Ga Mahlanhle, Ga Malahlela, Ga Moropo, Ga-Kgole, Ga-Mailula, Ga-Makgaba, Ga-Makgobathe, Ga-Mamphaka, Kgwara, Komaneng,

Megoring, Mongwaneng, Monywaneng, Moshate, Mothakeng, Motlhatsweng, Thabakgone, Thune, Tshware and Viking.

ix

ANNEXURES

Mankweng

Mankweng SP, Mankweng Unit A, Mankweng Unit B, Mankweng Unit E, Mankweng Unit F.

Mixed TA

Mixed TA SP.

Mojapelo

Ga-Maboi.

Molepo

Molepo SP, Boyne, Ga-Lekgothoane, Ga-Mmamatsha, Ga-Mogano, Ga-Molepo, Ga-Ramphere, Ga-Sebati, Ga-Thaba, Ga-Tshwene, Laaste Hoop, Lithupaneng,

Makatiane, Makgeng, Makubung, Mankgaile, Mountain View, Sanyane, Sejweng, Sekgweng, Sobiago and Tsebela.

Moletji

Moletji SP, Bloedrivier, Blood River, Chebeng, Ditenteng, Ga-Hlahla, Ga-Kgoroshi, Ga-Kobo, Ga-Komape, Ga-Mabitsela, Ga-Mabotsa, Ga-Makweya, Ga-

Mamadila, Ga-Manamela, Ga-Matamanyane, Ga-Mokibelo, Ga-Phasa, Ga-Ramongoane, Grootvley, Karre Base, Kgotlhwane, Koloti, Mabokelele, Machoane,

Mahwibitswane, Makgofe, Malietzies, Mashoahleng, Mmadigorong, Perskebult, Ramakgaphola, Semeny and Sengatane.

Moloto Solomon Kgabo

Ga-Mamadila.

x

ANNEXURES

Mothiba

Ga-Mothiba and Thakgalang.

Pietersburg Part 1

Pietersburg Part1 SP, Annadale, Bendor, Bendor Ext 7, Bendor Park, Capricorn, Eduanpark, Fauna Park, Flora Park, Futura, Hospitalpark, Ivy Park, Laboria,

Ladine, Magna Via, Moregloed, New Pietersburg, Nirvana, Nirvana Industrial Area, Penina Park, Pietersburg Central, Sterpark, Superbia, Welgelegen and

Westenburg.

Polokwane

Doornbult, Duvenhageskraal, Geluk, Ivydale, Leeukuil, Mooifontein, Myngenoegen, Palmietfontein, Palmietgat, Pietersburg, Potgietersrus, Sterkloop and

Tweefontein.

Seshego Part 1

Lithuli, Madiba Park, Murasie, New Pietersburg, Seshego A, Seshego B, Seshego C, Seshego D, Seshego E, Seshego F, Seshego G and Seshego H.

Thabamoopo

Losmycherry, Moria, Segwasi and Sobiaco Mission.

Tholongwe

Tholongwe SP, Ga-Magowa, Ga-Mothapo, Laaste Hoop, Magokobo, Makanye, Makgwareng, Mogole, Noko, Phomolong, Phuti, Taskane and Tholongwe.

Turfloop

Turfloop.

Pietersburg Part 2

Doornspruit, Ga-Mapangula, Masealama and Vaalkop.

Seshego Part 2

Van Tondershoek.

xi ANNEXURES

ANNEXURE E

Water Services Profile:

The Water Services Profile are being discussed in detail with regard to the settlement name that is being provided, the number of households, standpipes in

operation, erf connections, water storage by way of a tank (kl) or Reservoir and EVN2006 Borehole production. An infrastructure inventory map is also

provided indicating the location with regard to the settlements.

Moletje North Individual Ground Water Scheme

The central village complex of this rural WS Scheme is Manamela / Kgoroshi (population 4018) with redumentary (standpipe) reticulation as well as yard

connections, satellite villages have limited reticulation and stand pipes. Borehole sources seem adequate. The water supply is adequate but general

upgrading is required.

The groundwater potential is low at Manamela & Kgoroshi/Mphela but good at Ditengteng & Kgoroshi/Ga Thaniso.

Groudwater source

Present supply 220

Present supply increase after rehabilitation 100

Additional supply development from groundwater source 170

Total summer Peak equivalent 490 kl/day

Total average equivalent @ SPF = 1.4 350 kl/day

Infrastructure Inventory by EVN 2006:

xii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION BOREHOLE

STANDPIPES ERF CONNECTIONS (%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Operational No

(%)

Operational

Ditengteng 257 28 26 0 30% RDP houses on stands 1 x 50 (E) 1 x 150 KL 1 E Y

Kgoroshi (Mphela) 229 26 14 85 100 15% RDP houses on stands 6x5 kl 1 D Y

Kgoroshi (Thansa) 227 16 16 0 70% RDP houses on stands 4 x 5000l (E) 1 x 60 KL 1 D Y

Mahwibitswane 198 24 24 0 20% have RDP houses 1 x 150 KL 1 D Y

Manamela 645

xiii ANNEXURES

Houtrivier Dam : Moletje Central

Groundwater Source

Presently supply 0.600

Present supply increase after rehabilitation 0.200

Additional supply development from groundwater source 2002/2003 0.750

Summer Peak equivalent 1550 Kl/day

Total average equivalent @SPF =1.4 1107 Kl/day

Infrastructure Inventory by EVN 2006:

xiv

ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

Engi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Operati

onal

No

(%)

Operational

Koloti 881 1 x 1.8

Ml & 1

x 600

Kl

Komape 1 80 0 0 100 100 4 x 5000 l (E) 2 2D YN

Komape 2 253 90 85 All yard connections, but none working.

Water supplied from Komape 1 borehole

1 x

150 Kl

Komape 3 275 0 0 100 100 Water supply twice a week

Mabukelele 1109 3 3 100 50 Technical error – one part of the village

doesn’t have water supply

2

2E 2N

Madikote 391 1 x

150 KL

1 H

Mamadila 294 0 0 100 100 Water also supplied from Molepo Dam

WTP

2

1E

1D

1Y

1N

Moshate (Hout River) 391 70 100 Uncertain about standpipes – only some

work. Part of village has water supply

twice a week, other part has water supply

the whole week, part has water supply

directly out the pipeline

Komape 1

xv

ANNEXURES

Ramagaphola 289 0 0 80 100 1 x

200 KL

2 x

600 KL

1 H N

xvi ANNEXURES

Moletje East Regional Groundwater Scheme

The bulk supply system needs to be extended in order to link all boreholes and to reach each village. The system may need to be coupled to the Seshego

system in the long term. The existing storage of 4000Kl is 5500 Kl short of the required 9500 kl over a 10 year design period.

The south western corner of the scheme area has poor groundwater potential whereas a groundwater target area was identified in the centre of the area.

Infrastructure Inventory by EVN 2006:

xvii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

005

) WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF CONNECTIONS

(%)

Tan

k (k

l)

Res

erv

oir

Bo

reh

ole

No

Pri

meM

ove

r/

Engi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

erat

ion

al

No Operational No

(%)

Operational

Chokoe 624 100 100 80% RDP houses on stands 1 x 160 KL

1 x 300 KL

1 D N

Ga-Matbotsa 355 100 100 1 x 400 KL

2 2D 2Y

Hlahla 807 16 16 20 100 Same borehole as Matikareng, 14 ne

standpipes to be installed

1 x 400 KL 3 E D

H

Y N

N

Koba 205 11 11 0 30% RDP houses on stands 1 x 160 KL

Mabitsela 436 0 0 50 100 70% have RDP on stand

Mabotsa 1 119 100 100 Boreholes pump directly into system

and water only supplied for 2 hours

1 x 160 Kl 2 D H Y Y

Mabotsa 2 288 100 100 1 E Y

Makibelo 435 14 14 17 new standpipes to be installed.

Same borehole as Matikareng

1 x 300 KL

Mashita 336 14 5 0 3 x 5000 l

(E) 1 x

218 Kl (E)

1 x 160 KL 1 D Y

Masobohleng 320 26 25 0 Water supplied from Matamanyane 1 x 200 Kl

xviii ANNEXURES

borehole

Matamanyane 499 100 100 70% RDP houses on stands 1 x 300 Kl 2 2E 2Y

Matikireng 36 3 3 1 x 20 Kl

(E)

1 E Y

Ramongwane 1 498 16 16 0 1 x 200 KL 2 E D Y

N

Ramongwane 2 1359 2 12 0 Steel tank valve out of order- tank

overflowing

1 x 170 Kl

(E)

1 x 600 Kl

Semenya 730 62 62 0 The community installed additional

standpipes, originally there were only

12

1 x 400 KL 7 6E

1H

6N

Setali 346 8 8 0 3 Cost cover standpipes not

supplying water. Also supply Chokwe

& Kobo with water

1 x 200 KL 4 H

3E

3N

1Y

xix

ANNEXURES

Moletje South Regional Water Scheme:

The major villages have nine fairly well developed groundwater supply systems with distribution there from. Groundwater sources need however be

upgraded and extended at places. The two smaller Vaalkop villages have critical water supply problems. Some additional storage reservoirs are needed.

The six northern villages lie in an area with poor groundwater potential whereas good potential exists south of Mabukelele.

The water distribution status is as follows:

Groundwater source

Present supply 700

Present supply increase after rehabilitation 100

Additional supply development from groundwater source

2002/03 & 2003/04 390

Total summer peak equivalent 1190 kl/day

Total average equivalent @ SPF=1.4 850 kl/day

Infrastructure Inventory by EVN 2006:

xx

ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

005

) WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF CONNECTIONS

(%)

Tan

k (k

l)

Res

erv

oir

Bo

reh

ole

No

Pri

meM

ove

r/

Engi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

erat

ion

al

No Operational No

(%)

Operational

Chebeng 826 95 70 Water every day, but high lying

areas, don’t get water

1 x 150 Kl

Doornspruit 140 14 11 5 100 3 x 5000 l (E) 1 x

5000 l

3 2D

1E

2Y

1N

Ga-Mapangula 361 16 16 85 100 Elevated 2 x5000 l

4 x 5000 l 2 x

10000

1 D Y

Lefahla 156 100 100 Previously had standpipes, but not

working. Now have erf

connections and water supply

every day

11 x 10000 l 1 E Y

Makweya 333 100 100 Water twice a week Pump system

faulty

1 x 150 kl

1 x 60 kl

2 D E Y

N

Newlands 407 1 1 90 100 Water 4 days per week 2 x 150 kl 1 E Y

Pax College 11 50 100 Reservoir is partly underground. 4

boreholes without number –

private installations. 1000 children

600 4 1D

3 E

Y

xxi ANNEXURES

daily, 370 stay in hostels. 24

classrooms

Sengatane 385 100 100 All existing standpipes are out of

order

2 x 60 kl 2 D E 2Y

Vaalkop 1 108 9 9 Water supplied daily from Lefhala

Borehole and tanks

Vaalkop 2 42 3 3 Water supplied daily from Lefahla

Boreholes and tanks

xxii ANNEXURES

Insert map (p20)

Olifants-sand RWS

(a) Components

The WSP is LNW

Abstraction works

: Raw water pump main from weir 643m x 500 dia: 38 Ml/day

Treatment works

: Present capacity : 35 Ml/day (Treatment 2005 : 43 ML/day): 27 Ml/day add.

Pump Station 1 (PS1)

:Capacity : 43 Ml/day

: Dymanic head : 325 m

Pump main to Specon Res (30 Ml)

: 26 km X 800 dia

Gravity main to Lebowakgomo show grounds

: 6 km X 750 dia

Pump Station 2 (PS2)

: Capacity 320 l/s X 24 h : 27.65 Ml/day

:Dynamic head : 260 m

Pump main PS2 to Witkos Reservoir (10Ml) % PS

: 8.44 km X 700 dia

:1.50 km X 1200 dia through Chuenepoort

: 7.50 km X 700 dia

Gravity main Witkos Reservoir – PS3

xxiii ANNEXURES

:1.65 km X 700 dia

Pump Station 3 (PS)

: Capacity 320 l/s X 24 h : 27.65 Ml/day

: Dynamic head : 268 m

Pump main PS3 to Palmietfontein reservoir (20 Ml)

: 13.12 km X 700 dia

Gravity main Palmetfontein to Seshego reservoir complex (10 Ml)

: 8.41 km X 800 dia

: 13.71 km X 650 dia

Seshego reservoir to Perskebult reservoir

: 5.52 km X 400 dia

(b) Scheme Characteristics (Thokgwaneng en-route village)

The service area comprises a single online abstraction to the rural village Thokwaneng/Leshikishiki (pop. 5389) but principally serving the urban

complex of Polokwane City / Seshego and the adjacent semi urban Perskebult cluster (Bloedrivier, Kgohlwane, Mabotsa, Makgove & Mokgokong).

The Polokwane urban complex obtains its water also from other sources.

The water supply status of this village is stable except for internal upgrading and cost recovery implementation undertaken by Polokwane Local

Municiaplity. Full cost recovery is in place.

(c) Present System Capacity

The existing elements of the Scheme have sufficient capacity till 2012. The treatment capacity at Olifantspoort is presently (2006) increased by

LNW to 78 000kl/d (60 000 kl/d – add)

(d) Future Potential

General

Raising of the Flag Boshielo dam, combined with the construction of the De Hoop dam, would result in an adequate supply potential till at least

2035 for a service area comprising the following:

xxiv

ANNEXURES

o Polokwane City – Seshego – Perskebult retaining the supplies from the existing sources i.e. the Ebenezer Dam, Dap Naude Dam & Sand

Rivier north wellfields and including the demand from the proposed Angloplats Smelter.

o Users en route the Olifants – Sand Pipeline

o Outside Polokwane LM

Lebowakgomo

Rural North*

Rural South*

Arabie*

Olifants South*

Groothoek*

o Inside Polokwane LM

Users en route the Ebenezer / Dap Naude (all inside Polokwane LM) pipeline in excess of existing supply

: North Eastern Settlements:

: Molepo

Arabie Olifants Irrigation Scheme (5 Mcu.m/a in 2005 growing to 18.0 Mcu.m/a in 2010)

Instream flow reserve

Lebalelo Scheme

: Eastern limb platinum mines including 163 000 on line rural domestic users (65l/c/d)

Makopane, Bakenberg & Potgietersrust Platinum Limited (PPL). The supply being the balance not provided from Polokwane City (envisaged) or

local sources.

Miscellaneous smaller users not included in the above.

xxv

ANNEXURES

Sepanapudi Village:

This village served by the Groothoek sub scheme of the Olifants – Sand Scheme and the bulk supply will be managed by Lepelle Nkumpe Local Municipality.

The existing distribution system needs upgrading.

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No

(%)

Operati

onal

Sepanepudi 179 4 4 40 100 All four standpiepies can notsupply water simultaneously.

Water supply only twice a week

1 x 200

Kl

Bergnek Village (A):

Water source - Borehole equipped with diesel engine

Pump main - 75 dia uPVC

Storage - New low cost (RDP) houses – 4 X 10 000 l polyethylene tanks – not functional

- Village - 3 x 10 000 l polyethylene tanks on tank stand

Reticulation

Village

xxvi ANNEXURES

The village is reticulated up to RDP standard with standpipes in the street. The reticulation system is not operational and most of the taps have been

removed. Residents obtain water from standpipes situated at the storage tanks. The boreholes drilled recently, were unsuccessful with only one

having a capacity of 0.73 l/s. This borehole will be equipped with elevated tanks to alleviate the situation in Bergnek. New sources will have to be

investigated.

RDP Housing Scheme

There is no reticulation system installed at the new RDP houses. Residents fetch water at the storage tanks situated in the village. The 4 storage tanks

that were installed to service the RDP housing scheme have been disconnected from the pump line and is not functional.

Chuenepoort Dam:

Groundwater Source

Low groundwater potential lithologies occur throughout the scheme area.

– Present supply 150 Kl/day

- Present supply increase after rehabilitation 60 Kl/d

Total Summer Peak equivalent 210 Kl/d

Total average equivalent @ SPF = 1.4 150 Kl/d

xxvii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No (%) Oper

ation

al

Chuene 218 45 45 0 Stands have erf connections, but are not connected. Some standpipes

leaking and water supply is on Friday

1 x 261

Kl

Dichueneng 281 8 8 100 100 1 x 160 kl

Ga- Maja 281 20 19 School and Erf have erf connections 1 x 750

Kl

Ga - Mathiba 451 1 x 400

kl

1

Ga - Phiri 409 14 14 0 1 x 160 kl

Ga - Thaba 633 25 25 5 100 800 stands water supply is once a week. All boreholes equipment has

been removed

1 x 560

KL

2 1D

1H

2N

Klipspruit 27

Kopermyn 409 10 10 30 100 Water supply only on Friday & Saterday 1 x 200kl 3 1E 1Y

2N

Leshikishiki 188 14 10 Water supply from Thokgwaneng Reservoir, Two leaking maters

Maratapelo 673 55 55 2 x 600kl

Marulaneng 250 90 90 All existing stands have erf connections and water supply is on

Saterday

1 x 200 kl

xxviii ANNEXURES

Matobole 527 33 29 10 100 Water supply on Saterday 1 x 380 kl 1

1H

H

1Y

Y

Mmalata 242 15 13 0 Borehole out of order – all equipment removed 1 x 60 kl

Motowabogobe 409 28 28 30 100 One erf connected at Feke Primary School. Water supply on Friday 2 x 160 kl

1 x 200 kl

Mphogobida 15 0 0

Molepo Dam:

The western village Ga-Sebati, Ga Mothapo, Ga Lekgothoane, Rowakgomo and Makatiane all lie in the area with low groundwater potential. The remaining

areas have however fair to good potential and a target area for groundwater development has been identified. The utilization of the latter potential can only

be achieved through a regional water scheme in which such groundwater and water from the Molepo Dam can be conveyed westward.

Groundwater Source:

- Present potential supply (not fully utilized) 650 Kl/d

- Present supply increase after rehabilitation 260 Kl/d

- Additional supply development from groundwater

source to relieve existing shortages in western villages 200 Kl/d

Total Summer Peak equivalent 1110 Kl/d

Total average equivalent @ SPF = 1.4 790 Kl/d

xxix

ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No

(%)

Operati

onal

Bethel 116 4 0 100 100 Molopo WTP does not supply enough water

Ga- Lekgothoane 311 31 31 Village devided into two portions so that everyone can

get water on alternative date

1 E Y

Ga-Mogano 116 0 0 100 100 Molopo WTP does not supply enough water

Ga-Molalemane 55 2 2 Water supplied from Mamatsha borehole water daily Mamat

sha

Ga-Mo;epo 500 12 2 0 Borehole supplies water once in 3 weeks. Busy with

pipeline connection to Molepo WTP, Molepo WTP being

repaired.

2 x 60 kl 1 D Y

Ga- Ramphere 516 17 15 10 100 2 x 200 kl

Ga-Sebati 662 38 38 0 1 D

Lekgadimane 231 20 20 Water supply from Ga-Ramphere, but pump system not

working

1 x 5000l

Lithupaneng 511 40 100 Busy with contract that is installing 30 new stand pipes.

Clinic has own borehole

1 x 200 kl 1 D Y

Makatiane 226 12 12 0 Gate to borehole locked

Makubng 183 5 4 0 0 Water will be supplied from Molepo WTP 2 x 5000 1 D Y

Mamatsha 778 73 63 0 Water will be supplied from Molepo WTP 1 x 200kl 2 E

D

Y

N

xxx

ANNEXURES

Maripathekong 477 17 15 0 Large reservoir and Pump station for Molepo WTP, but

not working yet. Borehole supplies 3 Jojo’s with water

every day

1 x 1,0ML 1

Marobo 206 100 100 Use Sebyeng Reservoir 1 E Y

Sebyeng 206 1 1 50 1 Y

Sekgweng

259 18 14 0 1 D Y

Tsebela 77 0 100 100 Water supplied from Ga- Ramphere Reservoir to tanks 2 x 5000l (E)

2 x 5000 l)

Mankweng RWS:

Unique to this service area are the following institutional complexes and urban areas:

- Mankweng Hospital : 500 beds

- University of the North : 5146 students

- The urban complex of Mankweng (pop 21500)

Sewage outflow from Mankweng ABCD & E and UNIN is treated at Syferkuil and the effluent discharge into the Pou river augments the Sebayeng /

Makotopong aquifer.

The population in this service area is equally distributed between urban (Mankweng) and rural.

Development Status.

The scheme area is served with five connections from the Ebenezer pipeline. Nominal groundwater augmentation takes place in an area with low

groundwater potential lithologies.

Urbanizaton is presently taking place at Ga Thoka where a cost recovery projects have already implemented which need be extended as well as the

incorporation of a water borne sewage reticulation. Adjacent Ga Makanye village needs to follow suite. The southern villages Ga Magowa to Tsatsaneng

have nominal reticulations, all in need of extension.

xxxi ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No

(%)

Oper

ation

al

Ga -Magowa 1 185 0 0 70 30% of the village has RDP and VIP 1 x

1,0ML

1 x 15,5

ML

1 x 600

Kl

Ga- Makanye 1281 33 1 33 100

Ga-Ramogale 601 8 5 45

Ga-Thoka 1720 31 0 100 100 Water supply irregular 1 x 8 Ml

1 x 400kl

Makgwareng 224 11 11 50

Mankweng A 1 292 100 100 Ga -

Thoka

Mankweng B 1006 100 100 Ga –

Thoka

Mankweng C 1 164 100 100 Ga –

Thoka

xxxii ANNEXURES

Mankweng D 1 220 244 50 100 Ga –

Thoka

Moshate 531 90 100 1 H N

Phomolong 601 100 100 5 days the one half, and 5 days the other half

University of the North 1053

Boyne RWS:

The unique water use at the Zion City of Moria and St Angenas complexes were ascertained from the WSP, LNW as the following:

Complex use : 7000 kl/month

Stock use : 6000 kl/month

Makgoga School : 70 kl/month

Average use : 13 070 kl/month

436 kl/d

Separate abstractions from the Ebenezer pipeline occur at

- Makgeng (presently 28 individual connections)

- Zion Moria / St Angenas which includes Boyne / Viking private villages

- Rural village supply serving Mountain View (River View)

Groundwater supplies to and potential extension thereof at Mankgaile, Magokubung, Makgopeng and Subiaco, are insufficient and the Ebenezer supply

system should be extended to these localities.

Upgrading of the reticulation and implementation of cost recovery systems are required at Makgeng, Mountain View and Makgaile. The remaining localities

are private and do not require such. Only Mankgaile village falls within a groundwater development target area i.e. having groundwater development

potential. At all other sites groundwater contribution would generally comprise handpumps.

xxxiii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No

(%)

Oper

ation

al

Boyne 28 3 3 80 100

Magokubung 35 6 6 Daily water supply, Pipeline between borehole and village is

leaking

4 x 10

000l

1 1D 1Y

Makgeng 54 2 2 10 Water supply from Ebenezer Pipeline

Makgopeng 84 18 18 0 Reservoir leaking. Busy with 2 x 10 000l tanks installation 1 x 200 kl

2 2E

1Y

1N

Mankgaile 542 50 100 50% Standpipes working School has own borehole 4 x 10

000l

1 x 80 KL

1 x 160 kl 3 1E

1D

1H

1Y

2N

Mountain View 317 10 10 50 2 x 200 kl 1 D N

River View 35 100 100

St Engenas 250 Standpipes everywhere, Lepelle connection being finalized 7 x 5000 l

7 x 2500 l

4 x 600 kl 6 2D

4E

Y

Subiaco 99 13 13 20 Usually water supply every day 5 x 10 000

l

2 x 200 kl 2 2E 2Y

Viking 224 80 100

xxxiv

ANNEXURES

Zion City Moria 448 Standpipes every where, No reservoirs, water supply

directly out Lepelle pipeline

Laaste Hoop RWS:

This is an essential rural area presently served by a long bulk supply main from Ebenezer. It lies in the area where low groundwater lithologies occur.

Reticulation exists but upgrading for cost recovery implementation is needed.

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Opera

tional

No

(%)

Oper

ation

al

Laate Hoop Ward 7 743 40 25 80 Building new reservoir at malatswa school Borehole used for drinking

water for cattle

2 x 600 kl 1 e Y

Laaste Hoop Ward 7A 606 30 30 80 Water supply form Manthorwane reservoir

Maboi 562 80 100 1 x 204 kl

1 x 478 kl

Manthorwane 314 15 15 40 100 Reservoir leaking. Busy with 2 x 10 000l tanks installation 1 x 400 kl

1 x 600 kl

Mogole 53 4 3 0 Water from Reservoir at Malatswa School

Quayle 51 5 5 20 100 Water supplied from Reservoir at Malatswa School School supplied from

own borehole and 5 000l tank

Tsatseng 480 80 100

xxxv

ANNEXURES

Segwasi RWS

The scheme is adequately served with a bulk supply system and pipe main branching from the Ebenezer pipeline (presently averaging 127 kl/d).

Groundwater installations serve as standby.

Reticulations and cost management systems need be established.

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March

/April) 2006

WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF

CONNECTION

S (%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

Engi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Oper

ation

al

No

(%)

Oper

ation

al

Ga-Rakopi 210 21 8 1 x 600 kl

Jack 45 6 6 Use Segwasi

Reservoir

Mohlakeng 101 6 6 1 x 600 kl

Segwasi 648 Unknown no

standpipes

1 x

5000 l

7 x 600 kl 2 2D 2Y

xxxvi ANNEXURES

Sebayeng – Dikgale RWS

This regional water scheme area is presently not linked to the Ebenezer pipemain as is the case with the adjacent schemes. Linking seems imminent,

particularly the villages closest to the Ebenezer pipemain which incidentally also falls in the area with low groundwater potential. This situation calls that the

Scheme area be judiciously divided in the following sub scheme areas:

- MP Mamabolo : To be served from Ebenezer

- Sebayeng : Groundwater scheme served from good aquifers to the west.

Future possible augmentation from MP Mamabolo (Ebenezer)

Dikgale : Groundwater scheme with possible future

augmentation from MP Mamabolo (Ebenezer) and /

or Sebayeng groundwater.

Present Sub Scheme Status:

(a) Dikgale : Present installations comprise individual village borehole development and bulk supply therefrom at Dikgale 1 and 2, Dikgale 3 (Mmaobala)

and Dibibe. Reticulations exist at the latter with erf connections. Water supplies at Makgoba 1 and 2 are limited.

(b) General upgrading and interconnection with adjacent sub schemes are imminent. The groundwater sources if upgraded, only just meet the present

demand and augmentation is urgently required.

Existing sub scheme projects: (2002/03):

- Dikgale water reticulation (Dombo & Du Plessis) CMIP R1.60m

- Dikgale general (including Mankweng) upgrading of boreholes by Polokwane LM R1.80m (2002/03)

- Makgoba 1 & 2 Water Supply and Cost Recovery (Makopane & Ass) CDM R1.0m

(c) Sebayeng: This present (Phase 1) sub scheme development comprises groundwater and bulk supply development from the good aquifer 3km west of

Sebayeng. From Sebayeng the villages Madiga, Mantheding and Ga Mokgopa would be incorporated in the bulk supply system. The source is

adequate for the “high” scenario till 2022. Two further development phases which include reticulation upgrading and installation of cost recovery

systems are envisaged.

(d) MP Mamabola: The entire area presently relies on groundwater. Groundwater sources in this area are very scarce and declining as a result of over

utilization. During 1992/93 and 1993/94 Drought Emergency Relief Plan no successful boreholes were drilled in the whole region. This sub scheme

must provide nominal capacity for the second phase of the planned project in which the scheme will be extended into the neighbouring schemes. The

required development comprises:

xxxvii ANNEXURES

- Construction of some 30km primary gravity mains to each village with a

storage reservoir for each village.

- Connection of the new system to existing networks.

- Connection to Ebenezer pipeline

- Upgrading of internal networks in the village and cost recovery.

Existing sub scheme projects: (2002/03):

- Ga Motholo : CMIP R1.0m. The community of Ga Motholo previously received water from a small reservoir and rudimentary reticulation. The

consultant Thobela Consultants has completed a master plan for Ga Mothola with erf connections to all sites. Part of the primary reticulation is under

construction with the present allocation. A reservoir in the higher zone would have to be constructed in future including upgrading of the

pumpstation.

- Masekho (Segopje) Emergency water Supply : CMIP Eletsa Consultants R2.7m

- Masekho Water Distribution Polokwane LM Department . R0.4m

- Feasibility Study on bulk supply DWAF by Sennet & Wessels R0.2m

Mankweng Sewage Works:

Mankweng Sewage Works serving UNIN and Mankweng ABC & D:

- Design capacity (WWFO) 10 000 Kl/d

- Effluent production

Present (2002) : 45% of water use in service area 2 100 kl/d

2022 4 200 Kl/d

The outflow is presently discharged in the Pou River and therefore feeds the aquifer between Sebayeng and Makotopong. This constitutes a present

potential groundwater recharge of between 1000 – 1500 Kl/d. Future provision of reticulated sewage systems at Ga Thoka and Ga Makanye, bordering

Mankweng, would increase the effluent by 50%.

xxxviii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF CONNECTIONS (%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

Engi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Operational No

(%)

Operational

Dikgale 1 361 Yes 40 100 2 x 200 kl are not working 1 x 600 kl

2 x 200 kl

1 E Y

Dikgale 2 766 No 100 100 Use Dikgale 1 reservoir 1 E Y

Dikgale 3 1056 100 100 1 x 280 Kl 1 x 200 Kl 3 1D

2E

3Y

Ga-Kama 620 30 30 1 x 200 kl 1 E Y

Ga-Kololo 49 100 100 2 x

10 000 ((E)

1

D Y

Ga-Maphoto 21 4 4 30 1 x 5000l(E) 1 D Y

Ga-Mawashasha 168 9 8 Uses Leswane Reservoir

Ga-Mokgopo 763 80 100 1 x 190 kl 1 E Y

Ga-Moswedi 53 2 2 Uses Ga-Kama Reservoir

Ga-Motholo 385 0 90 100 1 x 600 kl

Kgokong 264 7 7 2 x 10 000

l(E)

1 D Y

Kwareng 110 7 7 1 x 10

000l(E)

2 1D

1E

2Y

Lenyenye 2196 4 4 1 x 600 kl

xxxix

ANNEXURES

Madiga 553 0 0 100 100 1 x 190 kl 1 E Y

Makengkeng 49 4 4 Uses Leswane Reservoir

Makgoba 1 128 100 100 6 x 10 000 l

(E)

1 D Y

Makgoba 2 128 13 13 5 x 10 000 l

(E)

1 D Y

Makgwareng 237 4 4 1 x 200kl

Mamotintane 385 90 100 Reservoir is situated against the hill at

Motholo

1 x 600 kl

Mantheding 506 0 0 80 100 1 x 190 kl 1 D N

Masekho 204 6 6 1 x 5000 l

(E)

Masekoleng 105 0 0 100 100 Village get water from hospital Reservoir 1 x 600 kl No

nu

mb

er

H Y

Masekwatse 115 5 5 20 100 4 x 5000l

(E)

Maselaphaleng 54 7 7 2 x 10 000

l(E)

1 D Y

Mehlakong 208 4 4 1 x 200 kl 1 H Y

Mnashemong 539 17 17 1 x 200 kl

Mduwane 155 7 7 6 x 5000 l

(E)

4 3D

1H

4Y

Mphalong 3 50 100 Busy working in the village

2 tanks are busy being installed

1 D Y

Sebayeng A 1421 100 100 1 x 600 kl reservoir is not working 5 x 10 000 l

(E)

2 x 190 Kl

1 x 250 kl

2 x 600 kl

2 2E 2Y

Sebayeng B 1494 100 100 1 x 600 kl 3 3E 3Y

xl ANNEXURES

1 x 200 kl

Sefateng 224 7 7 50 2 x 5000 l 1 E Y

Sentserere 17 6 6 1 x 5000l

(E)

1 D Y

Tibibe 594 100 100 Borehole is not strong enough to pump to

all parts of the village and certain sections

then do not get water

1 x 200 kl 1 E Y

xli ANNEXURES

Badimong (Sophie Mamabolo):

This scheme is well served with a bulk supply and pipe mains branching at two points from the Ebenezer main; presently averaging 750 Kl/day at Ga Silwane

branch). Groundwater potential in the scheme area is low. Reticulations and cost management systems need be established. Water Supply to private

Mashonolile village in the south, is self reliant.

xlii ANNEXURES

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

005

)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF

CONNECTIONS

(%)

Tan

k (k

l)

Res

erv

oir

Bo

reh

ole

No

Pri

meM

ove

r/ E

ngi

n D

Mo

tor

E ,H

and

pu

mp

H

Op

erat

ion

al

No Operational No

(%)

Operat

ional

Badimong 2565 42 42 30 100 Water supply daily. No water for the last 5 days 1 x 1Ml

Bergvley 71 3 3 0 Water supply for 2 hours on Mondays,

Wednesday & Friday. Water supply from

Kowara

Ga-Koole 253 100 100 Water supply twice a week 1 x 600 Kl

Ga-Mahlantlhe 183 3 3 30 100 No water supply since January. Contractors

busy with Erf connections for all stands

1 x 200 kl

Ga - Mailula 404 32 25 0 Water supply from 07h00 – 11h00 three times a

week

1 x 200 kl

Ga-Makgoba 344 Y 0 Water supply from Leswane 200 kl reservoir60

kl reservoir not working

1 x 60 kl

Ga-Mamphaka 396 0 0 90 100 1 x 200 kl

Ga-Moropo 203 Y 0 Water supply from reservoir at Leswane 1 x 200 kl

Ga-Silwane 1611 56 56 30 100 Pipeline pressure is low 20% Erf connections are 2 x 600kl

xliii ANNEXURES

illegal

Katzenstern 109 6 6 1 x

500

0l2

x

500

l(E)

1 D Y

Kgatla 22 7 7 Water supply from Ga-Mailula Reservoir

Kwara 258 18 18 1 x 200 kl

Komaneng 1046 14 14 50 100 1 x 600 kl

Lebowa 14 0 Uses Leswane Reservoir

Leswane 216 16 16 1 x 200 kl

Masealama 116 5 5 0 1 x

105

kl

(E)

Mashonglile 14 5 5 0 Borehole has a leak in pump house 5 x

500

0 l

(E)

1 D Y

Matshela _

Pata

584 58 58 5

Melkboom 27 3 3 0 Water supply from Ga-Mailula Reservoir. Tanks

only used for emergency

2 x

500

0 l

(E)

Mongwaneng 157 2 1 100 100 Borehole pumps directly into reticulation

pipeline

1 x 600 kl 1 E N

xliv

ANNEXURES

Mosahte 201 100 100 Water supply 4 times a week 1 x 200kl 1 D N

Thabakgone 459 18 18 30 100 No water supply since January Contractor busy

with erf connections

1 x 600 kl

Thema 25 No water

Thune 457 0 0 100

Tsware 149 Water needs unknown. Uses Ga-Makgoba

reservoir

xlv

ANNEXURES

Mothapo RWS

The Nobody Villages are presently linked to the Ebenezer pipeline and it is imminent that the southern part of Ga Mothiba and Ntshichane would link up to

this system as the village group falls in an area of low groundwater potential. The Makotopong / Cottage cluster to the north falls in groundwater target

areas where many unutilized high yielding boreholes exist. In fact, the developed groundwater in this area exceeds the estimated (by WSM) exploitation

potential of the groundwater harvest potential. This implies that the groundwater development target are is already developed to its full theoretical

exploitation potential except for recharge from the Mankweng sewage works. Augmentation from Makotopang towards Ga Mothiba is possible. Borehole

development and bulk supply with nomnal reticulation were recently completed at Cottage and Makotopong. Reticulation upgrading and cost recovery

system are now in process at Makotopong and at Nobody Mothiba, such projects were recently completed.

A proposal was made that the upgrading of the bulk supply from the Ebenezer Pipeline at Mothapo village via Mothiba (with branch to Ntshichane) and

linking Makotopong & Cottage. These can be considered as future initiatives.

SETT

LEM

ENT

NA

ME

HO

USE

HO

LD T

OTA

L (2

00

5)

WATER NEEDS NOTES(March/April) 2006 WATER STORAGE PRODUCTION

BOREHOLE

STANDPIPES ERF CONNECTIONS

(%)

Tan

k (k

l)

Re

serv

oir

Bo

reh

ole

No

Pri

me

Mo

ver/

En

gin

D

Mo

tor

E ,H

and

pu

mp

H

Op

era

tio

nal

No Operational No

(%)

Operational

Cottage 130 0 0 90 100 1 x 110

kl

1 x 60 kl 2 2D 2Y

Ga-Mothiba 705 0 0 100 100 1 x 200 kl

2 x 60 kl

2 2E 2Y

Mokotopong 1 805 0 0 100 100 50% water on one day the other 50% on the other

day

2 x 200 Kl 3 2E

1D

2Y

1N

Makotopong 2 978 0 0 100 100 Makotopong 1 School and Clinic used. Reservoir is

to smack to supply village and areas close to

Polokwane road do not get water

1 x 200 kl 1 E Y

Nobody-

Mothapo

213

3

60 60 10 2 Taps on each standpipe. 30% RDP houses with

50% Erf connections 1 x 200 kl reservoir used for

RDP houses

1 x 1 Ml

1 x 200 kl

Nobody -

Mothiba

137

5

53 53 50 Six reservoirs are not working. 1 x 5000l tank

supplies water for Ramathope Secondary School

1 x

5000 l

1 x 1500 kl 3 3E 3Y

Ntsichane 403 29 19 10 100 1 x 600 kl 1 E Y

REFERENCES FOR ADDITIONAL READING

LEIBBRANDT, M., WOOLARD, I. AND BHORAT, H. 2001. "Understanding contemporary household inequality in South Africa", In Fighting Poverty, Labour

Markets and Inequality in South Africa, edited by Bhorat, H., Leibbrandt, M., Maziya, M., Van der Berg, S. and Woolard, I. Cape Town: UCT Press.

MCDONALD, S., PIESSE, J. AND VAN ZYL, J. 1999. "Exploring Income Distribution and Poverty in South Africa", South African Journal of Economics, 68(3): 423-

454.

PROVIDE 2003. "Measures of Poverty and Inequality. A Reference Paper", PROVIDE Technical Paper Series, 2003:4. PROVIDE Project, Elsenburg. Available

online at www.elsenburg.com/provide

SIMKINS, C. 2003. "A Critical Assessment of the 1995 and 2000 Income and Expenditure Surveys as Sources of Information on Incomes", Mimeo.

STATISTICS SOUTH AFRICA. 2003. Census 2001, Pretoria: Statistics South Africa.

STATISTICS SOUTH AFRICA. (2004). Labour Force Survey, September 2003, Pretoria: Statistics South Africa.