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[2017] ZAWCHC 113
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Du Preez and Others v Viljoen NO and Others (A174/2016) [2017] ZAWCHC 113 (11 October 2017)
Republic of South Africa
IN
THE HIGH COURT OF SOUTH AFRICA
(WESTERN CAPE DIVISION, CAPE TOWN)
Case
No: A 174/2016
Before: The Hon. Mr Justice Dlodlo
The Hon. Mr Justice Binns-Ward
The
Hon. Ms Justice Fortuin
Appeal heard: 20-21 September 2017
Judgment
delivered: 11 October 2017
In
the matter between:
HENNIE
DU
PREEZ
First
Appellant
ISAK
BARTOLOMEUS MOSTERT
N.O.
Second
Appellant
ELIZABETH
EMMA MOSTERT N.O.
Third
Appellant
HERCULES
CHRISTIAN VAN HEERDEN
N.O.
Fourth
Appellant
(in
their capacity as co-trustees of the Kromspruit Trust)
WILLEM
STEPHANUS
CONRADIE
Fifth
Appellant
and
PHILIPUS
JAKOBUS VILJOEN (Snr)
N.O.
First
Respondent
PHILIPUS
JAKOBUS VILJOEN (Jnr)
N.O.
Second
Respondent
ARNOLDUS
JACOBUS STOFBERG
N.O.
Third
Respondent
(in
their capacity as co-trustees of the PJ Viljoen Boerdery Trust)
GEORGE
JOHAN
VILJOEN
Fourth
Respondent
MINISTER
OF ENVIRONMENTAL AFFAIRS AND
DEVELOPMENT
PLANNING (WESTERN
CAPE)
Fifth
Respondent
MINISTER
OF WATER AFFAIRS AND
SANITATION
Sixth
Respondent
JUDGMENT
BINNS-WARD J (DLODLO AND FORTUIN JJ concurring):
[1]
Media
reports suggest that the Western Cape is currently suffering the most
extreme drought conditions in recorded history.
Dam storage
levels have dropped incrementally since 2014. No one in the
province has been unaffected by the resultant water
shortage.
Most people, including domestic users of municipal water, have taken
special measures to cope with it. This
appeal concerns a
dispute between neighbouring farmers over the availability of water
for agricultural use; more particularly,
in consequence of the
implementation by the first appellant, in 2015, of a scheme to pipe
water emanating from a natural spring
on state land on the mountain
slopes above Wolseley to a dam on his farm in the Breede River Valley
quite some distance below.
The appeal lies from the judgment at
first instance of a single judge of the court in which an order was
made (i) directing
the appellants, until the determination of
the action that has been instituted by the first to third respondents
in case no. 15076/14,
to close a manmade water channel (‘the
furrow’) together with all pipes and other relevant works
installed by the first
appellant in 2015 by which water was being
diverted from the Watervalstroom or the sources thereof to the farm
Kanonkop and (ii) authorising
the respondents to have access to
the water sources on the farm Bergplaas
[1]
for the purposes of inspecting, protecting and
maintaining them. It is brought with the leave of the learned
judge at first
instance.
[2]
The first to third respondents, to whom I
shall hereafter refer simply as ‘the respondents’, are
the co-trustees of
the PJ Viljoen Boerdery Trust, which is the
registered owner of the farm De Liefde in the Wolsley-Tulbagh
area.
[2]
They brought the proceedings in the court a quo by way of an
urgent application instituted in mid-May 2016. Their
complaint was that, in breach of their rights, the first appellant,
one Du Preez, who is currently farming on the neighbouring
farms
Bergplaas and Kanonkop, was diverting, for use on Kanonkop, water
abstracted from the Watervalstroom (sometimes also called
‘the
Kamps River’) that would otherwise have been available to fill
the dam on De Liefde. The diversion
was being effected via
a furrow on Bergplaas, which is currently owned by one Conradie, who
is the fifth appellant. Du Preez
is allegedly in the process of
acquiring ownership of both Bergplaas and Kanonkop, as well as
another neighbouring farm, Dennelaan.
(He describes himself as
‘the rightsholder’ (
Afr.
‘reghebbende’) in respect of those properties.)
The
Kromspruit Trust is the registered owner of Kanonkop and Dennelaan.
The trustees of the Kromspruit Trust are the second
to fourth
appellants.
[3]
The respondents alleged that since at least
1969, when the present day Bergplaas and De Liefde were parts of a
single property owned
by Conradie’s late father,
[3]
the dam on De Liefde had been filled with water diverted from the
Watervalstroom at the commencement of each winter when the rains
began. The water was diverted by means of temporary diversion
works constructed of river stones piled-up in the Watervalstroom
at
its junction with a manmade channel referred to as the ‘damsloot’.
These crudely constructed diversion works,
which were effected
annually at a place on Bergplaas referred to in the evidence as ‘die
eerste verdelingspunt’, ‘verdelingspunt
1’ or ‘die
eerste verdeelpunt’ (
Eng.
‘the
first diversion point’), were removed as soon as the dams on
De Liefde were full. The ‘damsloot’
also leads
water from the first diversion point via two other diversion points
to the dams on Dennelaan and on De Liefde 323,
[4]
which belongs to one George (‘Org’) Viljoen.
[4]
Relations between the affected landowners
concerning water already had a litigious history when the current
matter came before the
court a quo. An application had been
brought by the respondents against Du Preez and Conradie in 2014
under case no. 9883/14
for a
mandement
van spolie
arising out of the alleged
usurpation of the respondents’ aforementioned right to divert
water at the first diversion point.
Those proceedings were
provisionally settled pending the determination of an action to be
instituted by the respondents for the
enforcement of their alleged
water rights and water use rights in respect of water in the
Watervalstroom.
[5]
The terms of the settlement were
incorporated in an order of court that was taken by agreement between
the respondents and Du Preez
on 25 June 2014. It provided,
amongst other matters, for the respondents to continue in the
meanwhile with the system
of diverting water to fill the dam on De
Liefde by means of the aforementioned annually constructed temporary
diversion works.
It provided further that Du Preez might break
those down as soon as the dam on De Liefde was filled.
[6]
The action in case no. 15076/14,
referred to above, duly followed. The defendants in the action
are the registered owners
of Bergplaas (Conradie) and of Kanonkop and
Dennelaan (the trustees of the Kromspruit Trust), and the Minister of
Water Affairs,
who has been cited in her capacity as the functionary
ultimately responsible for the administration of the national
government’s
role as ‘the public trustee of the nation’s
water resources’.
[5]
Du Preez was added as a defendant later. A copy of the
pleadings exchanged in the action up to that stage was attached
as an
annexure to the respondents’ founding affidavit in the court a
quo. The action is being defended by the appellants
in the
current matter. The first appellant (Du Preez) averred in his
answering affidavit that, insofar as relevant in the
proceedings
before the court a quo, he stood by the defendants’ plea in the
action.
[7]
To complete the description of the
litigious background, I should perhaps also mention that while
pleadings in the action were being
exchanged the first to third
respondents instituted further proceedings in August 2015 arising out
of an alleged spoliation by
Du Preez related to the abstraction of
water at the second diversion point (described below). That
application, under case
no. 14118/2015, was dismissed; as was
the subsequent appeal from that decision to the full court.
[8]
The allegations made in the pending action
and in the current proceedings fall to be understood in the pertinent
statutory context
afforded in terms of the Water Act, 1956, and
its legislative replacement, the currently applicable National Water
Act, 1998.
It is therefore appropriate also to describe what
appear to be the most pertinent provisions in those statutes, before
summarising
the currently relevant parts of the pleadings in the
pending action as they were described to the court a quo.
[9]
The Water Act characterised water
dichotomously as either ‘private water’ or ‘public
water’.
[10]
‘
Private
water’ was defined in s 1 of the Act to mean ‘all
water which rises or falls naturally on any land or naturally
drains
or is lead on to one or more pieces of land which are the subject of
separate original grants, but is not capable of common
use for
irrigation purposes’. In terms of s 5(1) of the Act,
subject to certain exceptions that it is not necessary
to specify,
the sole and exclusive use and enjoyment of private water vested in
the owner of the land on which such water was found.
Section
5(2) of the Water Act provided (subject to certain exceptions that do
not appear to be relevant in the current case) that
an owner entitled
to the use and enjoyment of private water in terms of s 5(1)
could ‘not, except under the authority
of a permit from the
Minister and on such conditions as may be specified in that permit,
sell, give or otherwise dispose of such
water to any other person for
use on any other land, or convey such water for his own use beyond
the boundaries of the land on
which such water is found’.
(The appellants appear to contend in the action
proceedings that the water in issue in the current proceedings was
‘private
water’.)
[11]
‘
Public water’ meant ‘any
water flowing or found in or derived from the bed of a public stream,
whether visible or not’.
The term ‘public stream’
was defined as meaning ‘a natural stream of water which flows
in a known and defined
channel, whether or not such channel is dry
during any period of the year and whether or not its conformation has
been changed
by artificial means, if the water therein is capable of
common use for irrigation on two or more pieces of land riparian
thereto
which are the subject of separate original grants or on one
such piece of land and also on Crown land which is riparian to such
stream: Provided that a stream which fulfils the foregoing conditions
in part only of its course shall be deemed to be a public
stream as
regards that part only’. In terms of s 9, and
subject to certain exceptions that do not need to be described,
riparian owners were entitled to the use of a fair share of the water
in any public stream running along or through the riparian
land.
[12]
The National Water Act has replaced the
Water Act. It has done away with aforementioned dichotomous
characterisation of water
and made the state the trustee of all the
nation’s water resources. Section 4 of the new Act
provides that its
provisions replace the entitlement of anyone to use
water in terms of any other law (which would include the repealed
1956 statute),
including any right ‘to take or use water’,
‘to obstruct or divert a flow of water’ or ‘to
construct,
operate or maintain any waterwork’.
[6]
(A ‘waterwork’ includes any earthwork or structure
installed or used for or in connection with water use.)
It also
provides that any person may ‘continue with an existing lawful
water use in accordance with section 34’,
[7]
or use water in terms of a general authorisation or licence under the
Act.
[8]
Insofar as relevant, s 32, defines an existing lawful water use
as ‘a water use which has taken place at any time
during a
period of two years immediately before the date of commencement of
[the] Act’. The Act’s commencement
date (save in
respects not currently relevant) was 1 October 1998. The
two-year period referred to in s 32 (1 October
1996 –
30 September 1998) was labelled as ‘the window period’
in the judgment of the court a quo.
Section 21 provides that
for the purposes of the Act water use includes, amongst other
matters, ‘taking water from a water
resource’,
‘impeding or diverting the flow of water in a watercourse’,
and ‘altering the bed, banks, course
or characteristics of a
watercourse’. The definitions, in s 1, of
‘watercourse’ and ‘water resource’
denote
that the terms comprehend various manifestations of naturally
occurring water, or ‘any collection of water’
declared by
the Minister in the Gazette to be a watercourse. Section 22(1)
provides, insofar as relevant, that a person may
use water only if
that water use is permissible as a continuation of an existing lawful
use, or is authorised by a licence under
the Act.
[13]
The plaintiffs’ particulars of claim
in the pending action went in their original form to the issue with
which the proceedings
in the aforementioned matter under case
no. 9883/14 had been concerned. In their plea the
defendants put in issue the
legality of the respondents’
diversion of the water in the Watervalstroom at the first diversion
point. They appear
to contend that the respondents were
entitled only to so much of the water as would ordinarily flow into
the ‘damsloot’
without the assistance of any form of
diversion works. They also placed in issue the legality of the
arrangement in terms
of which some of the water diverted to De Liefde
via the ‘damsloot’ has, since about 1970, been shared
with Org Viljoen’s
farm, De Liefde 323. The defendants
have alleged that the disposal of some of the water to De Liefde 323
had not been a lawful
water use because it had not been authorised by
a permit in terms of s 5(2) of the Water Act, 1956.
[9]
[14]
In
May 2016, the respondents gave notice of their intention to further
amend their particulars of claim. Amongst other matters,
the
intended amendment introduced issues that are germane to the current
proceedings. It sought to introduce into the respondents’
particulars of claim allegations concerning a channel shown on an
attached diagram, which runs between an upper point and a lower
point
of the Watervalstroom. This is referred to as ‘the
furrow’. The upper point of the furrow is given
in the
notice of amendment as being above the first diversion point (at a
place identified in the application papers as ‘the
Donkerkloof’, which is one of the sources of the
Watervalstroom). In the notice of the proposed amendment it is
alleged
that the furrow had been in disuse between at least 1995 and
2001. It is further alleged that sometime in or about 2014
and/or
2015 Du Preez had dug the furrow open and laid a pipe from a
place near the beginning of the furrow to lead water directly to the
dam on Kanonkop. It is alleged that the aforementioned opening
up and taking into use of the abandoned furrow was unlawful
in ‘at
least three respects’; viz. (a) the use of the furrow
had not been ‘an existing legal water
use’ during the two
years immediately preceding the commencement of the National Water
Act and had not been licensed; (b) it
amounted to a breach of
the agreements concerning the division of water abstracted at the
first and second diversion points on
the Watervalstroom that had been
entered into when the plaintiffs sold Dennelaan to the Kromspruit
Trust in 2006 and (c) it
was in breach of the abovementioned
court order of 25 June 2014. The notice of amendment
signified the intention
of the first to third respondents to pray in
their action for an interdict directing Conradie, the Kromspruit
Trust and Du Preez
to desist from abstracting water via the furrow or
any place upstream of the first diversion point or any other upper
course (
Afr.
‘bo-loop’) of the Watervalstroom. This is in
essence the same relief (albeit sought on a final basis) as that
granted on an interim basis in the court a quo.
[15]
The
current proceedings thus bear on the use of the furrow. In
their founding papers in the interim interdict application
the
applicants complained that the alleged opening up by Du Preez of the
disused furrow and its use to pipe water directly to Kanonkop
resulted in the abstraction of water that would otherwise have run
down the Watervalstroom to the first diversion point.
[10]
As the learned judge a quo identified, one of the
questions centrally in dispute in the application was whether the
furrow had been
used or operated by Conradie and/or the then owners
of Kanonkop during the aforementioned statutory window period, as it
has been
by Du Preez from 2015. The other, and perhaps equally
important, questions are whether the furrow - assuming, against the
respondents’ primary contention, that it had been in use during
the statutory window period - deposited water back into the
Watervalstroom above the first diversion point, and whether its
current use causes the abstraction of more water for Kanonkop than
had been the case during the statutory window period, and
prejudicially to the water supply to De Liefde.
[16]
It
will assist the narrative to describe in outline at this point the
route and nature of the furrow. Its route was determined
and
graphically illustrated in figure 2-1 in a report prepared by
Professor JA Du Plessis, the head of the Department of Civil
Engineering at the University of Stellenbosch, who was engaged by the
respondents as an expert witness in the proceedings in the
court a
quo. The content of figure 2-1 in Du Plessis’
report, dated 14 July 2016 was not contentious. It
is
convenient for descriptive purposes to divide the route of the furrow
into two parts. The first part, from its juncture
with the
Donkerkloof-upper Watervalstroom, near the perennial spring from
which it was built to convey water, to the place where
the De Eike
dam now straddles the original path of the furrow will be referred to
as the ‘upper furrow’, and the second
part, below the De
Eike dam, as the ‘lower furrow’. The intersection
of the upper furrow with the lower furrow,
at the spot where the De
Eike dam is now situated, coincided with the watercourse of a
tributary (or side stream) of the Watervalstroom.
The side
stream discharged into the Watervalstroom principally via a channel
referred to in the evidence as the ‘groot
sloot’.
The course of the ‘groot sloot’, which is part of the
lower furrow system, is identified in Du
Plessis’ figure 2-1
with the numbers 9-3. It intersects with the Watervalstroom at
a spot below the first diversion
point. The lower furrow system
is also characterised by a number of lesser channels, which are a
mixture of manmade and natural
watercourses, also identified with
numbers on Du Plessis’ diagram. I shall describe these
other channels later in this
judgment to the extent necessary.
[17]
In their notice of motion in the court a
quo the respondents sought the following substantive relief pending
the final determination
of the action in case no. 15076/14:
1.
An
interdict directing Conradie, the Kromspruit Trust and Du Preez to
comply with the tripartite agreement (para. 2.1 of the notice
of
motion). (The tripartite agreement was the label given to the
aforementioned water sharing agreement concluded when the
respondents, in 2006, sold off the part of Dennelaan that they had
purchased from Conradie in 2003.
[11]
)
2.
Without
derogating from the effect of the aforementioned interdictory relief,
an order directing Conradie, the Kromspruit Trust
and Du Preez to put
in place a water diversion system in the damsloot at the second
diversion point whereby the water flowing in
the ‘damsloot’
would be diverted so that
1
/
16
th
of the water would flow to Dennelaan and
15
/
16
ths
would flow to the dams on De Liefde and Org Viljoen’s farm
(para. 2.2 of the notice of motion). The relief thus sought
was
directed at enforcing the implementation of the aforementioned
tripartite agreement.
3.
An
interdict directing Conradie, the Kromspruit Trust and Du Preez to
cease any form of water abstraction from the Watervalstroom
or any of
its sources, other than at the first diversion point in accordance
with the court order made on 25 June 2014 in case
no. 9833/14 -
incorrectly cited in the notice of motion as ‘case no. 833/14’
(para. 2.3 of the notice of
motion).
4.
Without
derogating from the general effect of the interdictory relief in
terms of the preceding sub-paragraph, an order directing
Conradie,
the Kromspruit Trust and Du Preez immediately to close the furrow and
to remove the pipes and all related works which
Du Preez had
installed therein and by which water from the Watervalstroom or its
sources was led to Kanonkop (para. 2.4 of the
notice of motion).
5.
Authorising
the first to third respondents to exercise access to the water
sources on Bergplaas in order to inspect, preserve and
maintain them
(para. 2.5 of the notice of motion).
[18]
It will be apparent from the description at
the outset of this judgment of the order made by the court a quo
[12]
that it provided, in essence, a reformulated version of the relief
that had been sought in terms of sub-paragraphs 2.3 –
2.5 of
the notice of motion. Importantly, however, the order did not
prohibit Kanonkop from continuing to receive water that
had flowed
into the Watervalstroom below the first diversion point via the
‘groot sloot’ and its associated water channels
in the
lower furrow system. Somewhat unusually in a case in which
interim relief is granted pending a final determination
of the
parties’ contested rights, the appellants were ordered to pay
the respondents’ costs of suit.
[13]
No relief was granted in terms of sub-paragraphs 2.1 and 2.2 of the
notice of motion. There is no cross-appeal against
the decision
of the court to grant only part of the relief sought.
[19]
The interim relief was sought on an urgent
basis because, so it was alleged, the actions of Du Preez in
abstracting water via the
furrow could have the effect of depriving
the respondents of any water from the water resource, with ‘huge
and unquantifiable
resultant loss’.
[14]
This was because the water diverted into and stored in the dam on De
Liefde is used to irrigate the farm.
[20]
The appellant’s counsel argued that
the relief granted by the court a quo was final in character and that
the court had been
required to approach the evidence on the papers in
accordance with the rule in
Plascon-Evans
.
[15]
Approached in that manner, the application should have been dismissed
because on the papers the factual disputes in the evidence
would have
fallen to be decided on the appellants’ version. In my
view, however, counsel’s characterisation was
misconceived.
The relief sought and the order granted did not involve the court a
quo in making any final determination of
the questions in issue
between the parties. It was plainly provisional in nature.
The fact that the interim relief
granted against the appellants is
‘final’ in the sense that it irreversibly deprives the
appellants of the use of the
upper furrow pending the conclusive
determination of the parties’ rights
inter
se
in the action proceedings was a
consideration relevant to deciding whether or not the court a quo’s
decision was appealable;
cf. e.g.
Phillips
and Others v National Director of Public Prosecutions
[2003] ZASCA 74
;
[2003] 4 All SA 16
(SCA) at para. 17-22 and
Maccsand
CC v Macassar Land Claims Committee and Others
[2004] ZASCA 114
;
[2005] 2 All SA 469
(SCA), at para. 12. It is
nowadays generally accepted that it may be in the interests of
justice in a given case for an appeal
against the grant of an interim
interdict to be entertained.
[16]
Whether the order was appealable is, however, an entirely different
issue to the whether the interdict was interim or final.
An
interdict is not final if it does not finally and conclusively
determine the rights in issue, or have an irrevocable legal effect.
[21]
The position consequent upon the order made
in the court a quo was entirely distinguishable from that in
Minister
of Finance v Paper Manufacturers Association
[2008] ZASCA 86
;
[2008] 4 All SA 509
(SCA),
2008 (6) SA 540
, on which the appellant’s
counsel relied for his submission that the interdict granted by the
court a quo was final in effect.
In
Paper
Manufacturers Association
, the order in
question finally determined the ability of the Minister of Finance to
include certain items on amendments to schedules 1
and 4 to the
Customs and Excise Act that had been proposed in terms of a Taxation
Laws Amendment Bill. The effect of the
interdict granted
against the Minister was that the amendments that the Minister had
already made to the schedules administratively
lapsed and, in
consequence, were no longer amenable, in terms of the governing
provisions, to being confirmed by Parliament.
It was therefore
plain in that case that notwithstanding that the application for
interdictory relief had been framed as an application
for interim
relief, the effect of what had been sought and granted was final.
And, as Harms DP observed at para. 6
of the judgment, if
the interdict granted was in fact a final interdict, the applicant
was required to meet the requirements for
such an interdict;
satisfying the requirements for interim relief would not suffice.
[22]
In the current matter no questions had to
be, or were, finally determined by the court a quo. Similarly,
nothing in the determination
of this appeal in any manner pre-empts
what falls to be decided in the pending action in case no. 15076/14.
[23]
The requirements for an interim interdict
pendente
lite
are well-established; see e.g.
L
F Boshoff Investments (Pty) Ltd v Cape Town Municipality; Cape Town
Municipality v L F Boshoff Investments (Pty) Ltd
[1969] 1 All SA 430
(C),
1969 (2) SA 256
, at 442 (All SA). The
applicant must show-
(a) that the right which is the subject-matter
of the main action and which he seeks to protect by means of interim
relief is clear
or, if not clear, is
prima facie
established,
though open to some doubt;
(b) that, if the right is only
prima
facie
established, there is a well-grounded apprehension of
irreparable harm to the applicant if the interim relief is not
granted and
he ultimately succeeds in establishing his right;
(c) that the balance of convenience favours the
granting of interim relief; and
(d) that he has no other satisfactory remedy.
[24]
The proper approach to determining whether a case
in support of the right relied on for an interim interdict has been
made out is
that stated in the oft cited judgments in
Webster
v Mitchell
1948 (1) SA 1186
(W) at
1189,
Gool v Minister of Justice and
Another
,
1955 (2) SA 682
(C) at pp.
687-8 and
Simon NO v Air Operations of
Europe AB and others
[1998] ZASCA 79
;
1999 (1) SA 217
(SCA),
[1998] 4 All SA 573
, at 228G-H (SALR).
In the latter matter (loc. cit.) Smalberger JA described it as
follows: ‘
The accepted test for
prima facie
right
in the context of an interim interdict is to take the facts averred
by the applicant, together with such facts set out by
the respondent
that are not or cannot be disputed and to consider whether, having
regard to the inherent probabilities, the applicant
should on those
facts obtain final relief at the trial. The facts set up in
contradiction by the respondent should then be considered,
and if
serious doubt is thrown upon the case of the applicant he cannot
succeed’. (Footnote omitted.)
[25]
Du Preez admitted that in the latter part
of 2015 he had cleared the first part of the upper furrow to
facilitate the leading of
water from Bergplaas to Kanonkop. It
was also common ground that he has laid a pipe from a spot not far
from the beginning
of the upper furrow to increase the efficiency of
the conveyance of water from the furrow to the top dam on Kanonkop.
The
route of the pipeline does not faithfully follow that of the
furrow. Significantly, it bypasses the place where the owners
of a neighbouring farm, De Eike, had obstructed the furrow; first, by
building a weir across it in 1983 to abstract water, and
subsequently, in 2002/3, by building the aforementioned De Eike dam.
(It is not altogether clear whether the weir was built
across the
manmade course of the furrow or at a place where its route coincided
with the natural course of the tributary of the
Watervalstroom
mentioned earlier that discharged down the mountain slope on De
Eike’s land.
[17]
)
Du Preez says that he took these measures after investigating whether
the then owners of Kanonkop had used the furrow for
the purpose of
leading water from the spring to the farm during the ‘existing
use’ window period in terms of the National
Water Act, and
determining that they had. Du Preez testified that he found the
entrance to the furrow to be fully functional
when he first saw it in
August 2015. He maintained that the stone walls that are in
place to prevent water diverted into
the furrow from running back
into the Donkerkloof stream were present when he first visited the
upper furrow. He says that
he showed the upper furrow in the
state in which he had found it to his attorney. He also put in
photographs that he had
taken in August and early September 2015 as
support for his claim.
[26]
The question whether the upper furrow had
been in use during the window period was contentious. Org
Viljoen, who was 59 years
of age when he made his supporting
affidavit, and has lived and farmed in the area all his life,
asserted that it had not been.
He said that he was aware of the
water arrangements on Kanonkop at the time because he had visited the
farm frequently during the
period 1996-1999, when the farm had been
owned by Messrs Boonzaaier and Louw, respectively, to assist and give
advice, amongst
other matters, on water-related issues. Viljoen
testified that the upper reach of the furrow had in any event been
‘cut
off’ when one Pieterse, the owner of De Eike, had
built a dam adjacent to it on the neighbouring farm, De Eike. (It
seems clear that Viljoen was referring in this regard to the
construction by the owners of De Eike of a weir across the furrow
in
1983.) He said that he often used a path that crossed the route
of the upper furrow and was in a position to confirm that
the furrow
was grown over to the extent that it did not even lead water to De
Eike. Viljoen confirmed, however, that during
the time that he
assisted the owners of Kanonkop the lower part of the furrow (i.e.
the ‘groot sloot’) had caused water
to flow onto Kanonkop
in periods of rainfall. (It is evident from figure 2-1 in Du
Plessis’ report that such water
would have flowed to Kanonkop
via a stretch of the Watervalstroom below the first diversion point.)
[27]
Viljoen
also testified that he had on occasion noticed water running from the
lower furrow system into the Watervalstroom above
the first diversion
point. It is probable that this must have been at the mouth of
a manmade channel indicated as route 6
on Prof. Du Plessis’
aforementioned figure 2-1. Route 6 was identified by Conradie
as the small channel by which
spring water had been led via the
furrow to provide summer water to De Liefde before his father sunk a
borehole in 1966.
The channel along route 6, which has not been
maintained, is the only channel in the lower furrow system which
leads into the Watervalstroom
above the first diversion point.
Viljoen stated that Du Preez had informed him more recently that he
had altered a route
of the lower furrow in 2013 to prevent any water
flowing from it into Watervalstroom upstream of the diversion point.
That
report, made in an affidavit deposed to on 12 May 2016, was
consistent with the observations made by Du Plessis on his second
visit to the area in July 2016, of a manmade channel along the route
indicated on figure 2-1 in Du Plessis’ second report
as route
5. (I deal further with the route 5 channel in paragraph [44]
below.)
[28]
Du Preez has called Viljoen’s
credibility into question, pointing out that he has an interest in
the case that coincides with
that of the respondents because his dam
is also filled from water diverted from the Watervalstroom at the
first diversion point.
Objectively considered, Conradie’s
position is also not disinterested. Conradie has an evident
interest in Du Preez’
enterprise being able to sustain his
ability to service the purchase price of the land that has been
bought from Conradie on a
payment in instalments basis. I
therefore do not consider that there is any reason for any greater or
lesser a priori
scepticism about Org Viljoen’s
credibility, to the extent that it can be assessed on paper, than
there is about Conradie’s.
Conradie’s evidence is
in any event not inconsistent with that of Viljoen in the most
important respects.
[29]
Whilst Conradie, as well as Mr Werner
Louw and a number of witnesses who had worked on Kanonkop during the
relevant time did
indeed testify that the furrow had been used during
the window period, their evidence went essentially to the use of the
lower
part of the furrow below De Eike.
[18]
They did not say anything to corroborate Du Preez’ claim that
the upper furrow system had been operational at the critical
time.
Their evidence differed from that of Viljoen only insofar that they
testified that the lower furrow had not discharged
any water into the
Watervalstroom above the first diversion point during the window
period and for some time before that.
[30]
Based on his observations during an
inspection of the area, Prof. Du Plessis opined that the upper furrow
must have been thickly
blocked by vegetative growth. He
considered that the slightest blockage would have caused the upper
furrow to cease to function
and any water diverted into it from the
natural watercourse would have tended to run back into the
watercourse of the Donkerkloof-Watervalstroom.
He formed the
impression that it was unlikely that the upper furrow had been used
for decades and considered that in its blocked
state it would have
been incapable of leading water from the Donkerkloof to Kanonkop.
[31]
There was thus a fundamental dispute of
fact in respect of the critical questions that could not be answered
determinatively on
paper, particularly in the face of the
photographic evidence put in by Du Preez in support of his claim that
the upper furrow had
remained functional up to 2015. In order
to decide whether a case for interim relief had been made out, the
court a quo was
nonetheless called upon to evaluate on an overall
assessment of the evidence on the papers in the manner described
earlier what
the likely answers to the questions would appear to be.
[32]
Somewhat unusually in the context of an
application for interim relief
pendente
lite
, where, similarly to the position
with applications for provisional sequestration and winding-up, the
case is determined on the
probabilities as they appear on the papers,
the judge a quo acceded to an application by the respondents that
Conradie (and only
Conradie) should be called to give oral evidence.
The object was to seek clarity on the perceived conflict between the
content
of instructions given by Conradie to counsel (Advocate Willem
de Haan) in 1996, which seemed to have suggested that the furrow led
water back into the Watervalstroom above the first diversion point,
and his evidence in the current proceedings. The scope
of the
oral evidence, according to the tenor of the learned judge’s
ruling, was ‘to determine the question: Was water
extracted via
the furrow during the two years preceding the coming into operation
of the National Water Act …, and if so,
did the water
extracted flow [back] into the Watervalstroom, at a point above the
water division point referred to as “die
Eerste
Verdeelpunt”?’. The instructions to counsel in 1996
had included a hand drawn sketch by Conradie that
depicted the furrow
as following an almost semi-circular route from the abstraction point
high up in the Watervalstroom (which
Conradie labelled as the
‘hoofstroom’) back to a point lower down on the
Watervalstroom just above the first diversion
point. The sketch
also showed a side stream (
Afr.
‘systroom’)
above the weir built on the furrow at De Eike – this was
plainly the tributary described earlier
[19]
–
but it did not show the ‘groot sloot’ or any of the
detail of the associated lesser channels in the lower
furrow system
traced in figure 2-1 of Prof. Du Plessis’ report.
[33]
Before considering Conradie’s
instructions to counsel and his subsequent testimony in the
proceedings in the court a quo,
it will be useful to consider the
evidence of Professor Du Plessis concerning the flow of water.
Du Plessis inspected the
area at the instance of the respondents on
two occasions, in May and July 2016, respectively. He produced
a written report
after each of his visits, both of which were put in
evidence. The first report dealt chiefly with the
characteristics of
the upper furrow, that is from its source to the
dam that had been built over it by the owners of De Eike in about
2002.
The second report described in some detail the water
courses below the De Eike Dam. On the face of it, whilst his
opinion
of the factual situation that probably obtained during the
window period was, by itself, of limited weight in my view,
Du Plessis
does appear to be well qualified to have expressed an
expert opinion on the working characteristics or mechanisms of the
furrow.
Nothing in the record suggests that he was anything
other than independent and objective.
[34]
Du Plessis reported that on his first visit
to the area on 3 May 2016 he found a spot high up in the Donkerkloof
with a significant
flow of water that disappeared underground after a
distance of about 50 metres. Further down the mountain slope
water was
again visible in the course of the Donkerkloof stream more
or less in line with an adjacent spring on state land, which it is
accepted
is the perennial source of water for the furrow. He
described how a significant flow (
Afr.
‘’n beduidende vloei’) of water emanated from the
spring and joined the Donkerkloof water course, in which it
ran for
3-4 metres before reaching the diversion point at the entrance to the
upper furrow. The photographs taken by Du Plessis
during his
visit, and included in his report, demonstrate that water flowing
from the spring was diverted from the Donkerkloof-Watervalstroom
watercourse into the furrow by some medium size rocks in the bed of
the watercourse.
[35]
The photographic evidence bears out Du
Plessis’s opinion, based on his observation of the situation as
he saw it in May 2016,
that when the Donkerkloof was in spate most of
the water would pass by the furrow and disgorge down the course of
the Watervalstroom
in the direction of the first diversion point.
Having regard to the winter rainfall character of the region, this
would tend
to substantiate the reported role of the furrow
historically as a means of directing water from the perennial spring
to the lower
areas during the dry summer months when the course of
the Watervalstroom would run dry. It seems clear that in the
winter
months the greatest volumes of water would have been conveyed,
not down the furrow, but rather via the two relevant natural
watercourses,
namely the Watervalstroom and the side stream that
discharged from De Eike into the ‘groot sloot’. The
evidence
was that these two natural watercourses (i.e. those of the
Watervalstroom above the first diversion point and of the side
stream-cum-‘groot
sloot’) were on opposite sides of an
intervening watershed.
[36]
Du Plessis pointed out that the topography
at the entrance to the furrow was such that the slightest blockage
would have stopped
water from entering it. He also indicated
that the furrow entrance required fortification by a wall-like
structure on the
lower side to keep the water in the first five to
eight metres of the course of the furrow from running down the slope
and back
into the course of the Donkerkloof-Watervalstroom. Du
Plessis included a photograph depicting a low wall built with loose
rock that had been constructed to provide this fortification.
He said that in times of flood the water would tend to wash
over the
fortified entrance and run down the course of the Watervalstroom.
Du Plessis was of the opinion that the fortification
wall seen in the
photograph had been quite recently constructed. Its appearance,
insofar as that can be judged from the photograph
at figure 4-5 of Du
Plessis’ first report, bears out that observation. Du
Plessis observed that the water in the furrow
was led via a course
lined with concrete slurry to a manhole type structure, from which it
was fed into the pipeline laid by Du
Preez to take it to a dam on
Kanonkop.
[37]
It should be mentioned that the beginning
of the upper furrow runs over land which is part of a neighbouring
farm called Kyk in
die Pot before it reaches Bergplaas. What is
now Kyk in die Pot was subdivided from De Liefde-Bergplaas by
Conradie’s
grandfather in 1948. He caused a servitude to
be registered against the title deed of Kyk in die Pot reserving the
exclusive
right to the water conveyed in the furrow in favour of De
Liefde-Bergplaas, and giving the owner of the latter the right of
access
over Kyk in die Pot for the purpose of maintaining the
furrow. Some years after the subdivision that created Kyk in
die Pot,
Conradie’s grandfather – apparently in 1973 –
sold off a further piece of his land to the then owners of Kanonkop
(the Zeeman family), who incorporated their acquisition with their
existing holding in terms of a certificate of consolidated title.
The aforementioned furrow servitude was then also registered in
favour of the section of land sold by Conradie’s grandfather
that was incorporated in Kanonkop. The servitutal rights of
aqueduct over Kyk in die Pot thereafter vested (apparently equally)
in favour of both De Liefde and the sold off portion of Kanonkop.
These features corroborate the evidence of Conradie that
the furrow
was a longstanding means of leading water diverted from the upper
reaches of the Watervalstroom to the lower slopes.
Conradie’s
evidence was that the main purpose of the furrow was to afford a
supply of water to De Liefde and Kanonkop during
the summer months.
[38]
Du Plessis’ second report was
compiled after his visit to the area on 12 July 2016. Its
focus was on the lower
furrow system. It described that water
that flowed down from the position of the De Eike dam could take
various routes to
reach the Watervalstroom.
[39]
The principal route of the lower furrow
system would be along the ‘groot sloot’, identified by a
blue line numbered
9-3 on figure 2-1 in the report. This
appears to be a natural watercourse or drainage route. Conradie
also called
it the ‘wintersloot’. It seems that
this is the line of the side stream referred to in the De Haan
opinion.
The lower furrow appears to have taken advantage of
the natural course provided by the side stream and/or ‘groot
sloot’.
Water would be led via this route to a point on the
Watervalstroom below the first diversion point; in other words to a
place below
the spot from which water is led into the respondents’
dam via the ‘damsloot’. Conradie’s evidence
was that the ‘groot sloot’ ran strongly shortly after
heavy rainfall, but was dry for much of the year below the place
along its course at which the furrow system was used to abstract
summer water.
[40]
Another, apparently natural, watercourse
runs along a route, more or less parallel to route 9-3. It was
indicated by Du Plessis
on figure 2-1 by a blue line numbered 8-4.
Route 4 joins the first mentioned route along that part of route 9-3
numbered
3 on Du Plessis’ figure. It therefore also leads
water into the Watervalstroom at the same place as the ‘groot
sloot’ does, downstream of the first diversion point.
[41]
Du Plessis found a manmade channel (which
he indicated on figure 2-1 using a broken red line numbered 7) that
had been excavated
between the ‘groot sloot’ and the line
indicated by the number 8 above its juncture with line 4.
Conradie’s
evidence was that route 4 was in fact a channel by
which the summer water abstracted via the furrow system from the
higher reach
of the ‘groot sloot’ was taken to Kanonkop.
[42]
According to Du Plessis’
observations, as depicted in figure 2-1, the only manner in which
water from below the De Eike dam
could reach the Watervalstroom above
the first diversion point would be via a shallow channel excavated
from the juncture of lines
8 and 4 on the second of the
aforementioned natural routes. This channel, which has been
referred to earlier,
[20]
was indicated by Du Plessis on figure
2-1 with a green line numbered 6.
[43]
Assuming it existed at the relevant time,
the water diverted via the channel at line 6 could also have included
water diverted from
the line 9-3 watercourse using the
interconnecting channel excavated along line 7. Indeed,
Conradie described that as being
the pathway of what he called the
‘somersloot’, by which water was led for domestic
purposes to the farmhouse on De
Liefde where he grew up. It was
called the ‘somersloot’ because water ran in it from the
furrow even in the summer
months when the lower reaches of the ‘groot
sloot’ (or ‘wintersloot’) had dried up.
[44]
Du
Plessis also found that a manmade channel had been excavated from the
juncture of the aforementioned lines 8, 4 and 6 to a point
along line
3 just before the first mentioned natural watercourse route
intersected the Watervalstroom. He indicated this
channel on
figure 2-1 of his second report with a broken red line identified by
the number 5. The only apparent purpose of
channel 5 would be
to divert water that would otherwise flow via line 6 to a point above
the first diversion point to make it flow
instead to the inlet of
route 3 into the Watervalstroom below the diversion point. The
circumstances in which channel 5 was
dug are not apparent on the
record, but Conradie testified that it was not there in his time on
Bergplaas, so it follows that it
must have been dug at the instance
of Du Preez sometime after 2012 when he took occupation of the farm.
It is probable that channel 5 was the
alteration to the lower furrow system that Org Viljoen alleged Du
Preez had told him about
previously.
[21]
[45]
Mr De Haan recorded his instructions as
having been to the effect that the furrow was constructed to take
water from the Watervalstroom
(to which he referred as ‘die
Hoofstroom’) at a spot near the farm Kyk in die Pot across the
upper reaches of the then
unsubdivided De Liefde to a point in a side
stream at the border between De Liefde and De Eike (labelled ‘E’
on the
sketch drawn by Conradie), whence the water in it was conveyed
down the course of the side stream - which for some of its course
appears to correspond with what I have referred to as the ‘groot
sloot’ - to a point in the Watervalstroom just above
the first
diversion point. De Haan’s instructions were that in 1982
a channel had been constructed from the branch
stream at a point just
downstream from ‘E’ to feed a dam on De Eike. As a
consequence of this, so De Haan recorded
himself as having been
instructed, De Liefde obtained no benefit in respect of the water in
the Watervalstroom. (It seems
probable that the channel to the
dam on De Eike mentioned in De Haan’s brief was related to, or
the same thing as, what has
elsewhere been described as the
construction by the owner of De Eike in 1983 of a weir across the
furrow.)
[46]
Conradie testified before the court a quo
that his sketch had been incorrect. The independently
established features of the
topography bore him out. His sketch
plainly had not shown the lower furrow system correctly. It did
not, for example
depict how the furrow coincided for part of its
route with the ‘groot sloot’, nor did it show how the
furrow was used
to supply summer water via route 8-4 on Du Plessis’s
figure 2-1, or the junction of route 8-4 and route 8-6 where the
waters
had been divided for that purpose between De Liefde and
Kanonkop. Had the issue of a water supply to De Liefde
from
the furrow system been the focus of Conradie’s interest
when he sought an opinion from Mr de Haan, it is most improbable
that he would not have given a more comprehensive explanation of its
working, including the ‘groot sloot’ and the further
diversion of any water abstracted therefrom at junction of routes 8-6
and 8-4 for division between De Liefde and Kanonkop.
It emerged
from Conradie’s evidence that his primary concern in 1996 had
been whether the owners of Kyk in die Pot were entitled
to cut off De
Liefde’s primary source of water, which was the winter flow
down the Watervalstroom. The Watervalstroom
ran through a
section of Kyk in die Pot upstream of the first diversion point.
Conradie’s explanation in this respect
seems entirely
plausible.
[47]
There is also no reason to doubt Conradie’s
evidence that the weir that the owners of De Eike had built across
the upper reaches
of the furrow near the current situation of the De
Eike dam did not materially effect the winter flow down the (9-3)
route of the
branch stream. Any water running in the upper
furrow would obviously contribute to such winter flow. But
having regard
to Du Plessis’ evidence concerning the upper
furrow’s limited capacity and that in times of winter flood
most of the
water from the mountain spring would run down the main
course of the Watervalstroom, it seems probable that the main
contributor
by far to the supply of winter water along route 9-3 and
its side courses in the lower furrow system would have been the side
stream.
[48]
It will be evident from the description of
the lower furrow system given earlier that Conradie’s evidence
that the construction
of the weir in 1983 had cut off the summer
water supply to De Liefde necessarily implied that it would have had
the same effect
for Kanonkop. His evidence clearly indicated
that the lower reaches of the ‘groot sloot’ ran dry in
summer; the
furrow having operated on the basis of the diversion of
water higher up the ‘groot sloot’, where it was diverted
to
route 8 on Du Plessis’s figure 2-1, and thence, via routes 6
and 4, respectively, to De Liefde and Kanonkop. Conradie’s
evidence also implied that not only De Liefde, but also Kanonkop had
established independent supplies of summer water by the time
that the
furrow supply was cut off by the erection of the weir.
Moreover, had that not been the case, and had the water abstracted
by
De Eike at the weir not been from the side stream rather than a
manmade section of the upper furrow, the probabilities are that
the
owners of Kanonkop would have done something effective at the time to
enforce their servitutal rights and restore the perennial
water
supply.
[49]
Conradie’s evidence was of no
assistance to the determination of the question whether the upper
furrow was operational after
1983. His description of the
operation of the furrow when he was still a child suggested that the
area was heavily overgrown,
to the extent that one could hear the
sound of water running, but not actually see the furrow. The
spring could have caused
the sound reported by Conradie irrespective
of whether or not the furrow was running. What Conradie was
able to hear or see
when he was a child had no bearing in any event
on the situation after 1983, when Conradie was already into his
30’s.
Conradie said that the furrow had been of no
interest to him or his father after a borehole had been sunk near the
homestead on
De Liefde in 1966. He said that the furrow had
virtually ceased to supply any water to De Liefde after the 1969
earthquake,
but he did not identify any geological or topographical
effect that would explain the change.
[50]
It follows from Conradie’s evidence
that the present day De Liefde would have been reliant on winter
water coming down the
Watervalstroom to fill its dam, not the furrow
system. Indeed, he confirmed that when the dam on De Liefde was
enlarged by
his father in 1969, the ‘damsloot’ had also
been enlarged for the purpose of diverting more water to make use of
the
increased storage capacity. It would have been incongruous
to have enlarged the ‘damsloot’, but left the
‘somersloot’
in the shallow and narrow form it is still
in today, if the latter had been regarded as a material means of
obtaining winter water
for the dam.
[51]
It was clear from Conradie’s oral
evidence that he had no interest at the relevant time (1996-1998)
whether or not the upper
or lower furrow system was being
maintained. He had no idea whether it contributed to the water
supply in the Watervalstroom
above the first diversion point, even in
winter. His concession under cross examination by the
respondents’ counsel
that some of the flood waters from the
‘groot sloot’ would push into the remnants of the summer
water furrow system
along route 6 on Du Plessis’ figure 2-1 was
speculative and based only on his (quite reasonable) assessment of
the probabilities.
[52]
In the result, Conradie’s evidence
contributed nothing to resolve the dispute on the papers as to
whether water was being
led from the spring in the Watervalstroom
catchment area via the upper reaches of the furrow during the window
period. It
showed that he was actually unable to give direct
evidence on that question one way or the other. It did,
however, confirm
that even if the upper furrow were working at the
time, it would have provided little water, if any, back into the
Watervalstroom
above the first diversion point at the place indicated
as ‘B’ on the sketch plan with which he had instructed De
Haan;
and then only quite incidentally.
[53]
Probably the most important effect of
Conradie’s evidence was that it provided nothing to upset the
inherent probability that
the owners of Kanonkop could have had no
apparent reason at the time, if they were not to impugn the erection
of the weir on De
Eike – which they did not – to maintain
the upper reaches of the furrow during the period after 1983.
On the
contrary, the general effect of Conradie’s evidence was
that the water that flooded down the side stream and into the ‘groot
sloot’ in winter had always been, and would have continued to
be, a sufficient source at the time to fill the dams on Kanonkop.
Recent extreme drought conditions may, of course, have altered that
situation, but they have no bearing on the inherent probabilities
of
how the water resources were being used twenty years ago.
[54]
The implication in Conradie’s
evidence that no work was done on the upper reaches of the furrow
after De Liefde obtained an
independent supply of summer water is
consistent with the evidence of Org Viljoen and of one, Benjamin
Goliath, who had been an
employee, since 1967, successively of
Conradie’s father, Conradie himself, and thereafter, until his
retirement in 2014,
of the respondents. Goliath averred that he
was unaware of work ever having been done on the upper furrow.
He stated
that he was reasonably certain that had any such work been
done, he would have known about it. It is also consistent with
the report by a previous owner of Kanonkop (Professor Zeeman) in a
letter to his family, dated 13 October 1979, that ‘
Die
Furrow is baie jare gelede gemaak en tans met bosse oorgroei en deur
die Kampsrivier heeltemal verspoel op die plek waar dit
die rivier
gekruis het; dus in die Kroongrond volgens die kaart
’.
[22]
[55]
As
mentioned earlier, a number of witnesses testified that Kanonkop had
received water via the furrow from a juncture with the Watervalstroom
below the first diversion point during the statutory window period.
I refer in this regard to the affidavits of Werner Louw
(the son of
Mr Kallie Louw, who farmed Kanonkop from 1996 to 1999) and of
Elias (‘Gys’) Kerr and Dawid Swarts
who worked on Kanonkop during the relevant period. They all
spoke of water
received via the lower furrow system. The
omission of any mention in testimony of these witnesses of the
operation or maintenance
of the upper furrow supports an inference
that the upper furrow had probably fallen into desuetude long before
the window period.
Further support for such a conclusion is
afforded by the direct evidence of Org Viljoen and the anecdotal
content of Prof.
Zeeman’s letter.
[56]
As to the evidence of Werner Louw et al
that, unlike Org Viljoen, they were not aware of any water ever
flowing from the lower furrow
system into the Watervalstroom above
the first diversion point, it must be said that even allowing for the
fact that some amount
of water probably did flow along the disused
part of the lower furrow (along route 6) into the Watervalstroom
above the first diversion
point during periods of high flood (hence
Du Preez’ action in excavating channel 5), there would be no
reason for Louw, Kerr
or Swarts to have noticed that. The
occurrences would probably have been sporadic and the amount of water
involved would
have been insignificant in comparison with the much
greater flow down routes 9-3 and 9-7-8-4 during such events into the
river
below the first diversion point, whence it was taken into the
dams on Kanonkop. I think that the court a quo would have been
entitled to proceed accepting the evidence that the furrow along
route 6 was indeed dry most of the time.
[57]
None of these witnesses gave any evidence
to support the notion inherent in Du Preez’ claim that the
upper part of the
furrow had been operational during the 1990’s.
On the contrary, their evidence concerning the furrow as a water
supply
to Kanonkop was founded on the effect of the water coming down
the ‘groot sloot’ below De Eike (i.e. the lower part
of
the furrow). None of them testified that the furrow had been
kept open above De Eike.
[58]
Du Preez’ claim that the upper furrow
was operational when he first saw it is irreconcilable with the
opinion of Du Plessis
that the furrow would have been rendered
inoperative by the slightest blockage and would have ceased to flow
meaningfully if it
had been allowed to become overgrown. There
seems little doubt that the upper furrow would have become overgrown
if it were
left unmaintained for decades, as appears to have been the
case. Org Viljoen’s observation that it was in fact
overgrown
is supported by the observation recorded in Prof. Zeeman’s
1979 letter, quoted earlier.
[23]
Moreover, the only persons who would have had a possible interest in
keeping the upper furrow clear during the relevant period
would have
been the owners of Bergplaas/De Liefde (i.e. Conradie and his late
father), the owners of De Eike and the owners of
Kanonkop (Zeeman,
Boonzaaier and Kallie Louw). None of the evidence procured by
either side from any of those sources supported
the notion that the
upper furrow had been maintained in the period between the 1970’s
and the time Du Preez took possession
of the farms that he is in the
process of purchasing.
[24]
[59]
Du Preez’s claim that the stone
diversion-and-supporting wall structures were in place at the mouth
of the furrow when he
first saw it is inconsistent, in the context of
the lack of any evidence concerning maintenance of the upper furrow
during the
preceding 35 years or more, with the opinion of Prof. Du
Plessis that the annual winter floods would have tended to wash away
such structures. In the absence of any indication that
maintenance work had been done on the upper furrow during the
intervening
period, Du Preez’ claim is also strikingly
incongruent with the indication in Prof. Zeeman’s 1979 letter
that the diversion
works at the mouth of the furrow had long since
been washed away.
[60]
In the circumstances I consider that the
court a quo should have decided on the papers that the probabilities
strongly favoured
the respondents’ assertion that water had not
been abstracted from the course of the Donkerkloof-Watervalstroom via
the upper
furrow during the statutory window period. The result
would be, as the court a quo recognised, that the current use of the
furrow by Du Preez is not the continuation of an ‘existing
lawful water use’ within the meaning of the National Water
Act
and thus, absent a licence granted by a responsible authority, not a
currently permitted water use. It should therefore
have been
found on that basis that unlawful conduct on the part of the first
appellant had been established.
[61]
The right of the respondents to at least a
share in the water that flowed down the course of the Watervalstroom
was not in contention.
Indeed, the parties’ interim
settlement agreement in the proceedings under case no. 9883/14
afforded a basis to recognise
that the respondents had a prima facie
right to divert a substantial part of the winter water coming down
the Watervalstroom before
it could reach Kanonkop until such time as
the De Liefde dam had been filled. Thus, if the evidence
supported the conclusion
that the abstraction of water since 2016 by
Du Preez at the upper furrow was diminishing the amount of water that
would otherwise
flow down the watercourse in winter, an infringement
of the respondents’ rights would thereby be established.
[62]
Prof. du Plessis’ evidence
established that water diverted into the furrow would indeed diminish
the volume of water that
would otherwise have run down the course of
the Watervalstroom. This evidence was not contradicted.
Du Plessis
explained that the amount of water that would
effectively be diverted from the watercourse by the furrow would be
related to the
effectiveness of the diversion works in the body of
the watercourse and the strength and height of the reinforcement
walls provided
to keep the diverted water in the initial part of the
furrow once it had been diverted. It was material in this
regard that
Du Plessis noted on his second visit in July 2016 that
significant additional works had been effected at the point of
diversion
into the upper furrow. He stated that these works
included the clearance of vegetation in the immediate vicinity of the
point
of diversion and the widening of the furrow entrance. He also
noted that the natural course of flow in the Watervalstroom
(‘hoofstroom’)
watercourse had been further blocked off
by means of the extension of the stone wall that he had observed on
his previous visit
in May 2016. He also observed that further
measures had been implemented to more effectively keep water that had
been diverted
into the furrow inside the channel. His
conclusion was that –
Verskeie
onlangse intervensies wat die blok van die natuurlike vloeipad tydens
hoë vloei by die inkeer [?veroorsaak], asook
die uitgrawe van en
wysiging van bestaande vloei roetes bokant die eerste verdeling, het
die gevolg dat heelwat minder van die
vloei wat oorspronklik by die
eerste verdeling sou uitkom, nou nie meer daar sal uitkom nie.
Die wysigings aan die inkeer
sal ook tot gevolg hê dat
beduidend meer vloei na die pyp-inlaat gelei sal word, wat glad nie
by die eerste verdeling sal
uitkom nie.
[25]
[63]
It follows that if the actions of the first
appellant were depriving the respondents of some of the winter water
that would otherwise
have been disgorged down the watercourse of the
Watervalstroom to the first diversion point, they were being
occasioned irreparable
harm and would reasonably apprehend further
such harm if the infringing conduct were permitted to continue.
The evidence
is that the respondents have been unable to fill the dam
on De Liefde. Whereas this may in material part be due to the
prevailing
drought conditions, it seems probable, on the basis of Du
Plessis’ evidence, that their plight would be less severe if
water
that is currently being diverted into the furrow were able to
reach the first diversion point.
[64]
The balance of convenience weighs in favour
of the respondents in my judgment. The evidence supports the
conclusion that it
is improbable that the upper furrow has been
operative for many years and that the current abstraction of water by
Du Preez from
the Donkerkloof is therefore probably unlawful.
It would appear that during that time Kanonkop has been receiving its
winter
water from two primary sources, viz. (i) the main course
of the Watervalstroom after the flow has passed through the first
diversion point and (ii) the water coming down the lower furrow
or ‘groot sloot’ via routes 9-3 and 9-7-8-4.
The
order granted by the court a quo will not interfere with either of
those established supplies.
[65]
It is equally clear, I think, that the
primary supply of winter water to the respondents is the water that
courses down the bed
of the Watervalstroom to the ‘damsloot’
at the first diversion point. The effect of the interim
interdict would
restore, but not enhance the extent of that supply.
It seems to me on the papers that the respondents enjoy reasonable
prospects
of successfully establishing in the action their
entitlement to water transported downstream to the first diversion
point unaffected
by any abstraction via the upper furrow. Such
entitlement would in principle be unaffected by the outcome of the
dispute
about the respondents’ entitlement to actively divert
water into the damsloot using temporary diversion works each winter
until the dam on De Liefde has been filled.
[66]
The effect of the interim interdictory
relief granted by the court a quo is to restore the status quo ante
pending the final determination
of the action in case no. 15076/14.
[67]
It has not been suggested that the
respondents enjoyed any reasonable alternative remedy, and I am
unable to conceive of any.
[68]
In the result I have not been persuaded
that the order made by the court a quo should be set aside. It
is true that the court
a quo does not appear to have reached (or at
least stated) a conclusion on whether or not the upper furrow had
been operational
during the statutory window period, and to have
founded the relief that it granted on its finding that the current
use by Du Preez
of the furrow system is on any approach different to
the historical use and thus not permitted in terms of the National
Water Act.
The appellants’ counsel submitted that the
court a quo had misdirected itself by failing to appreciate that,
having regard
to the definition of water use in terms of s 21 of
the National Water Act, the diversion of water in and abstraction
thereof
from the Donkerkloof, and not the subsequent rerouting of the
water already abstracted into the manmade furrow, was the relevant
consideration for the purpose of determining whether Du Preez’
conduct was covered as an existing lawful water use.
In view of
the conclusions to which I have come, it has not been necessary to
consider the correctness of the approach of the court
a quo, or to
determine whether counsel’s criticism of it was well founded.
It is trite that appeals are concerned with
the result of the
proceedings in the court a quo, not with the court’s means of
arriving at the result.
[69]
Suffice it to say, however, that even were
the appellants’ counsel’s argument, based as it was on
his construction of
pertinent provisions of the National Water Act –
in particular, the effect of the import of the words ‘watercourse’
and ‘water resource’ in s 21 thereof – correct
in principle, I do not think that its application in the
context of
the peculiar facts of the case would have been as clear or simple as
his submissions would have us accept. I say
this because the
evidence suggests that the furrow system is not manmade along its
entire course. The water abstracted for
use on Kanonkop during
the statutory window period was taken from the ‘groot sloot’,
which appears to be a natural
watercourse. Therefore, assuming
in favour of the appellants for argument’s sake that the upper
furrow had been operational
at the relevant time, the amount of upper
furrow water reaching the ‘groot sloot’ during the window
period would have
been only that which was surplus to the
requirements of De Eike, and not the whole of that abstracted from
the Watervalstroom as
has been the case using the piping system
installed by Du Preez. This indicates a different extent of
water use via the furrow
system by Kanonkop today from that which
might have obtained during the window period. As observed by
Van Heerden J
in
Starke NO and
another v Schreiber and others
[2001]
1
All SA 167
(C), at 184, an existing lawful water use right within the
meaning of the National Water Act comprehends, amongst other things,
‘
the same extent
… [of water] … actually
used
… during the two-year period preceding 1 October
1998’.
[26]
It seems doubtful therefore that the current use could qualify, even
on the most favourable postulate, as the continuation
of an existing
lawful water use.
[70]
The question of costs remains to be
determined. Whilst, as mentioned, fixing the liability for the
costs attendant on an application
for interdictory relief
pendente
lite
is ordinarily stood over for
determination in the pending proceedings when an interdict is
granted, the same considerations do
not apply in respect of an
unsuccessful appeal against the grant of an interim interdict.
There is no reason why costs should
not follow the result in the
appeal.
[71]
The following order is made:
The appeal is dismissed with costs; such costs to be paid by the
first to fifth appellants jointly and severally, the one paying,
the
others being absolved.
A.G. BINNS-WARD
Judge of the High Court
D.V. DLODLO
Judge of the High Court
C.M. FORTUIN
Judge of the High Court
[1]
The deeds registry description of
Bergplaas is ‘Portion
6 of the farm De Liefde C, No. 334, Witzenberg Municipality,
Tulbagh Division’.
[2]
The remainder of the farm De Liefde
C, No. 334, Witzenberg Municipality, Tulbagh Division’
[3]
Conradie inherited the land upon his
father’s death in 1994. Conradie had, however, been
farming the land together
with his late father since the
mid-1970’s. The land had been owned before that by
Conradie’s grandfather.
Conradie had grown up there.
[4]
Remainder of Portion 6 of the Farm
De Liefde 323, Tulbagh Division.
[5]
See
s 3
of the
National Water
Act 36 of 1998
.
[6]
Section 4(4).
[7]
Section 4(2).
[8]
Section 4(3).
[9]
The import of s 5(2) of the
Water Act, 1956, has been described in para. [10]
above.
[10]
Paragraph 55.5 of the respondents’
founding affidavit. The respondents also appeared to claim a
right to water allegedly
diverted back into the Watervalstroom from
the furrow system at a point (indicated as point B in a sketch plan
drawn by Conradie
in or about 1996) above the first diversion point,
but, as will be discussed later in this judgment, their case in that
respect
was tenuous.
[11]
See para. [14]
above.
[12]
See para. [1]
above.
[13]
There is, however, no challenge to the costs order
per
se
in the grounds of appeal set out in the
appellants’ notice of appeal.
[14]
‘…
met geweldige,
onkwantifiseerbare skade wat daarop sal volg
’
.
[15]
Plascon-Evans Paints (Tvl) Ltd. v
Van Riebeck Paints (Pty) Ltd
[1984] ZASCA 51
;
[1984] 2 All SA 366
(A);
1984 (3) SA 623
(at
634E-635C SALR).
[16]
The respondents accepted that the
judgment of the court a quo was appealable. Their counsel
cited
National
Treasury and Others v Opposition to Urban Tolling Alliance and
Others
2012 (6) SA
223
(CC), at para. 25 and
Tshwane
City v Afriforum and Another
2016 (6) SA 279
(CC) at para. 39-40 in his heads of argument in
support of his understanding that the definitive question in respect
of appealability
is ‘the interests of justice’.
See also
International
Trade Administration Commission v SCAW South Africa (Pty) Ltd
[2010] ZACC 6
,
2010 (5) BCLR 457
(CC),
2012 (4) SA 618
, at para.
47-59. The Constitutional Court judgments must, however, be
read mindful that the test for access to that court
was not governed
by s 21 of the Supreme Court Act 59 of 1959, nor is it
currently by
s 17
of the
Superior Courts Act 10 of 2013
.
As I understand it, the test for appealability to the full court of
a division of the High Court, or to the Supreme Court
of Appeal
remains that stated in
Zweni v
Minister of Law and Order
1993 (1) SA 523
(A) at 532I-533A; it being recognised that the criteria identified
in
Zweni
are not cast
in stone and that the courts do have the flexibility to meet the
interests of justice of a given case; see e.g.
S
v
Western Areas
2005 (5) SA 214
(SCA), at
para. 28 and
Philani-Ma-Afrika &
Others v W M Mailula & Others
[2009]
ZASCA 115
,
[2010] 1 All SA 459
(SCA),
2010 (2) SA 573
at para. 20.
As Howie P observed in
Western Areas
the criteria stated in
Zweni
were formulated with the interests of justice in mind. I am in
some doubt about the appealability of the order of the court
a quo,
but as the point is debatable on the peculiar facts of the current
case and the issue was not raised in argument I am
prepared to
accept that the appeal was properly before this court.
[17]
See para. [16]
above.
[18]
See para. [55]- [55]
below.
[19]
At paragraph [16]
above.
[20]
At paragraph [27]
above.
[21]
See paragraph [27]
above.
[22]
‘
The Furrow was made many
years ago and is currently overgrown with bushes and completely
washed away by the Kamps River at the
spot where it crossed the
river; that being on Crown Land according to the map.’
(My translation.) It will
be recalled that ‘Kamps River’
was a name by which some people referred to the Watervalstroom.
[23]
At para. 53.
[24]
No evidence by the owners of De Eike
was adduced. There was also no evidence from Boonzaaier, who
appears to have owned
Kanonkop only for a short time in 1995-1996.
Prof. Zeeman’s son, Donald Zeeman, testified that he had owned
and farmed
on Kanonkop in the period 1986-1995, having spent several
years before that growing up on the farm. He indicated that Du
Preez had recently approached him to enquire about the furrow.
Zeeman testified that in all the time that he had lived
and farmed
on Kanonkop he had been unaware of the existence of any ‘so-called
furrow’ running over Kyk in die Pot
and part of the then De
Liefde (incorporating the present day Bergplaas) farm. He said
that he had not carried out any
maintenance work on the furrow,
which he had seen for the first time in 2016 when invited by Du
Preez to inspect it. Donald
Zeeman confirmed that Kanonkop had
received water from the sloot below De Eike, but said that he had
never concerned himself
with its source. I have already
treated earlier in this judgment of the evidence of Conradie and the
son of Kallie Louw.
[25]
‘
Various recent interventions
which block the natural flow of water at the point of diversion into
the furrow, as well as the excavation
of and alteration to existing
flow routes above the first diversion point have the result that
significantly less of the flow
that originally would have come out
at the first diversion point will now reach there. The
alterations to the diversion
works at the furrow will also result in
considerably greater flow to the pipe inlet which will not come out
at the first diversion
point.’ (My translation.)
[26]
Underlining supplied;
italics
in the original.