City Council of Johannesburg v Television & Electrical Distributors (Pty) Ltd. and Another (371/93) [1996] ZASCA 97; [1997] 1 All SA 455 (A) (20 September 1996)

78 Reportability

Brief Summary

Delict — Negligence — Flood damage — City Council of Johannesburg (JCC) appealed against a ruling in favour of Television and Electrical Distributors (Pty) Ltd (Tedelex) for damages resulting from flooding caused by inadequate drainage capacity of a newly constructed canal system. Tedelex's property was damaged when stormwater overflowed due to the design and construction flaws in the drainage system. The JCC's defence relied on statutory authority for the construction, arguing no negligence occurred. The court held that statutory immunity does not protect against negligence in execution or design, and the JCC was liable for damages as it failed to implement reasonably practicable measures to prevent the flooding.

Comprehensive Summary

Summary of Judgment


1. Introduction


The proceedings concerned an appeal to the Supreme Court of South Africa (Appellate Division) against a judgment of the Witwatersrand Local Division (Schutz J) in a delictual damages action. The litigation arose from flood damage allegedly caused by a municipal stormwater drainage scheme.


The appellant was the City Council of Johannesburg (the municipal authority responsible for the relevant drainage and road works). The first respondent was Television & Electrical Distributors (Pty) Ltd (“Tedelex”), a tenant which claimed damages for harm to property stored in the basement of the premises it occupied. The second respondent was Tedelex Properties (Andrea Road) (Pty) Ltd (“Tedelex Properties”), the owner of the building, which had been joined by the City Council as a third party in the court of first instance.


In the trial court, the issues of merits and quantum were separated, and the merits were determined first. After a lengthy trial, Schutz J found in favour of Tedelex on the merits, found no liability on the part of Tedelex Properties, and granted a special (punitive) costs order in respect of time taken up by what the trial court regarded as an ill-founded defence. The City Council appealed against the findings on liability, the rejection of its case against Tedelex Properties, and the special costs order.


The general subject-matter of the dispute was whether the municipality, in designing and constructing a stormwater canal and culvert system (and in deciding not to enlarge an existing “bridge”/opening under Booysens Road), negligently caused flooding of the basement of a nearby commercial building during a rainstorm, and whether any defences (including statutory authority, causation arguments, contributory negligence, or an exclusionary clause linked to building plan approval) defeated or reduced its liability.


2. Material Facts


A natural watercourse in the West Turffontein Valley had by about 1934 been channelled into an open canal running northwards to a T-junction where Klip River Road met Booysens Road. Booysens Road sat on an embankment, and the canal passed through an opening beneath the road at the junction; this opening was described in evidence as a “bridge”.


In 1978 the City Council decided to replace Klip River Road with a new high-capacity road, Klip River Drive, and to construct a new drainage system. Construction occurred in 1980–1981. The drainage works comprised an open concrete canal running alongside the new road which, about 230 metres from the bridge, converted into an underground conduit/culvert. Immediately before the bridge the culvert narrowed over a 15-metre transition section, tapering from 8 m × 2 m to 4 m × 3.5 m at the bridge, after which the water again flowed in an open canal.


Tedelex Properties owned land in the Reuven area near the culvert inlet, and its building plans were approved by the City Council in September 1981. The building was completed in 1983, and Tedelex became the tenant. The land sloped markedly from east to west and the elevated Klip River Drive impeded natural westward flow.


On Sunday 7 December 1986, 54 mm of rain fell in about 56 minutes. The parties agreed that the storm had a Recurrence Interval (RI) of 13 years, and it was described as heavy but not exceptional. The installed drainage system’s discharge capacity, due to its design and construction, was no more than 62.5 cubic metres per second. During the storm, water overflowed at the point where the open canal converted to the culvert (the culvert inlet). Turbulent water forced entry into the basement of the building by breaking an outer concrete panel wall and buckling a steel roller door. Tedelex alleged that goods stored in the basement were damaged.


The court accepted that the system’s inability to cope was primarily due to the constriction of flow in the transition section and, secondarily, because at a bend before the culvert inlet the outer retaining wall was not high enough to contain floodwater entering the culvert. The court also accepted that, had the old open-canal system remained, overflow would have tended to dam up against Booysens Road and Klip River Drive and, unless exceptional, would not have reached the Tedelex property.


It was common cause that the design engineer, Mr Green, had planned for a system accommodating at least a 1:50 flood RI and a peak discharge of about 130 cumecs, and that constructing a system with that capacity would have been reasonable and appropriate for the locality. However, the system as built was limited to the 52.5–62.5 cumec range because the design made no provision for alteration/enlargement of the bridge. The defect was attributable to Green failing to take into account the hydraulic/energy effects and increased velocity associated with a closed culvert, an omission conceded by one municipal expert witness as “an inexcusable mistake”.


Municipal officials raised concerns in internal minutes during June and July 1980 that the bridge was undersized and that the capacity was inadequate for anticipated flows, and suggested alterations should be made while contractors were on site. The decision not to reconstruct the bridge was taken by Mr Grant, the Chief Roads Engineer.


The plaintiff’s pleaded claim was delictual (lex Aquilia), relying on negligence. The municipality’s main pleaded defence was a denial of negligence, and it later raised additional contentions during the course of the litigation, including a causation argument (“it would have happened anyway”), contributory negligence, and an exclusionary clause associated with building plan approval documentation.


3. Legal Issues


The central legal questions the Appellate Division was required to determine were whether the City Council was delictually liable for the flooding damage and whether the trial court was correct to reject the City Council’s defences and its case implicating Tedelex Properties.


The dispute involved a combination of questions of law (the scope of statutory authority/immunity, the legal requirements for delictual wrongfulness and negligence, the treatment of exclusionary clauses in a statutory approval context, and principles governing punitive costs) and questions of application of law to fact (foreseeability, causation, and contributory negligence in the circumstances of a municipal drainage scheme and subsequent building development). The causation contention (“it would have happened anyway”) also turned on the evaluation of expert evidence and the adequacy of proof in a necessarily speculative counterfactual inquiry.


A further issue concerned the propriety of the trial court’s special costs order, which required an evaluative assessment of whether the conduct of the City Council in pursuing a particular defence justified attorney-and-client costs for time wasted.


4. Court’s Reasoning


The court located the plaintiff’s cause of action in the lex Aquilia, under which liability depends on (among other elements) wrongfulness, fault (negligence), and causation. Although wrongfulness had not been expressly pleaded, the court treated it as capable of being inferred from the pleaded facts in accordance with authority referenced in the judgment.


A substantial part of the reasoning addressed the extent to which a public authority may claim statutory authority as an implicit justification for interference with private rights. Drawing on precedent, the court explained that statutory authority to construct public works can excuse liability for resulting harm only within limits and subject to requirements. The court identified at least two requirements for successful reliance on such immunity: (a) that reasonably practicable measures must be selected for the exercise of the statutory power or duty, and (b) that the work must be executed and maintained without negligence. The court emphasised that statutory authority does not sanction negligent conduct that causes harm.


On the facts, the court held that the municipality was negligent in more than one respect. The canal system had been intended to cope with a 1:50 flood RI and a peak discharge of about 130 cumecs, which was accepted as reasonable for the area. However, the system constructed had a much lower discharge capacity because the design failed to account for the hydraulic implications of the culvert and did not provide for enlarging the bridge. This was compounded by the municipality’s failure to remedy, or properly investigate and address, the defect after it had been raised internally by officials in mid-1980 minutes. The court rejected the submission that negligence was “in the air” because damage was not foreseeable: it held that development adjacent to the canal was known and envisaged, and the drainage system was intended to serve an urban environment where buildings would exist in its vicinity. It also rejected an attempt to narrow foreseeability to the precise type or extent of damage suffered, relying on authority that it is sufficient that harm in general was foreseeable, not the exact form it took.


The court dealt with an argument seeking to link foreseeability to a town planning provision concerning basement use. It held that this line of reasoning was flawed because foreseeability is assessed at the time of the act or omission, when no one could have known the eventual configuration of a future building, its basement, or permissions relating to its use.


Because the municipality had failed requirement (b) (non-negligent execution/design and follow-through), the court concluded that the statutory authority defence failed. On that basis, the court held that wrongfulness and fault were established for purposes of Aquilian liability.


The court then addressed the municipality’s causation defence, described as an “it would have happened anyway” contention: namely, that even if the new system caused flooding, the old system would in any event have caused similar flooding and damage. The court treated this defence as speculative and akin to confession-and-avoidance in circumstances where the municipality’s conduct manifestly caused the flooding that occurred. It held that, at the very least, the municipality bore a duty to place reliable evidence before the court to support the counterfactual proposition, and the municipality’s attempt to prove a specific peak flow intensity was not persuasive.


The court gave two principal reasons for rejecting the causation defence. First, the appropriate counterfactual for assessing foreseeability and causation in this context was the scenario without negligence, meaning the new system as properly designed (with the intended capacity), not a reversion to the old system; on that premise, the flooding would not have occurred. Second, even if the old system had remained, the court considered it at least as likely as not that the building would have been designed differently or precautions taken if a risk of flooding had existed; this further undermined the municipality’s attempt to establish that the same damage would have eventuated.


On contributory negligence, the municipality contended that the owner, tenant, or architect should have foreseen flooding risk and avoided including a basement or should have taken other protective measures. The court held that this plea failed because it depended on the proposition that those parties should have anticipated that a newly constructed, sophisticated municipal drainage system would be unable to cope with a rainfall event of RI approximately 1:13, which was inconsistent with the agreed reasonable expectation that such systems should cope with storms of much lower frequency (such as 1:50). The court rejected as unrealistic the notion that lay owners should have foreseen the technical shortcomings of the system. It also rejected the contention that the architect should have investigated the discharge capacity to detect a latent design error, holding that the architect was entitled to assume the canal conformed to reasonable urban drainage standards. Further, the court rejected an attempt to attribute alleged professional omissions to Tedelex on the basis of “inherent danger”, applying the principles stated in Langley Fox Building Partnership (Pty) Ltd v De Valence and concluding that erecting the building near the canal could not realistically have been regarded as inherently dangerous in the manner required.


The court also rejected the municipality’s reliance on an exclusionary clause contained in notes accompanying building plan approval documentation, which stated that the council did not accept responsibility for damage caused to property by stormwater or infiltration through cellar walls. While the trial court had given four reasons for rejecting the argument, the Appellate Division considered particularly decisive the conclusions that any such clause could not bind the tenant (Tedelex) because the approval process was between the council and the owner applicant, and that the council, acting under a statutory duty to approve compliant plans, could not impose a condition that effectively required an applicant to accept an exemption from municipal liability as a prerequisite for approval.


Finally, the court considered the punitive costs awarded by the trial court in relation to time devoted to the unsuccessful causation defence. It accepted that a litigant may be mulcted in attorney-and-client costs where conduct is “vexatious” in the extended sense of causing unnecessary trouble and expense the other side ought not to bear. While cautioning against using hindsight to punish an unsuccessful litigation strategy, the court held that the trial court had not misdirected itself: the municipality pursued an ambitious attempt to prove an exact peak flow figure notwithstanding the acknowledged imprecision of hydrology, and persisted despite evidence signalling the difficulty of proving both the asserted peak intensity and a consequential damaging water level in the basement under the hypothesised old-system scenario. The court therefore upheld the exercise of discretion to grant the special costs order.


5. Outcome and Relief


The appeal was dismissed. The Appellate Division upheld the trial court’s findings that the City Council was liable to Tedelex on the merits, that Tedelex Properties bore no liability, and that the special costs order was justified.


The City Council was ordered to pay the costs of the appeal, including the costs of two counsel for Tedelex and two counsel for Tedelex Properties.


Cases Cited


Cornation Brick (Pty) Ltd v Strachan Construction Company (Pty) Ltd 1982(4) SA 371 (D).


Lillicrap, Wassenaar and Partners v Pilkington Brothers SA (Pty) Ltd 1985(1) SA 475 (A).


New Heriot Gold Mining Company Limited v Union Government (Minister of Railways and Harbour) 1916 AD 415.


Halliwell v Johannesburg Municipality 1912 AD 669.


Johannesburg Municipality v African Realty Trust Ltd 1927 AD 163.


Diepsloot Residents' and Landowners' Association and Another v Administrator, Transvaal 1994(3) SA 336 (A).


Simon's Town Municipality v Dews and Another 1993(1) SA 191 (A).


Johannesburg City Council v Vucinovich 1940 AD 365.


Bloemfontein Town Council v Richter 1938 AD 195.


Kruger v Coetzee 1966(2) SA 428 (A).


S v Bernardus 1965(3) SA 287 (A).


Botes v Van Deventer 1966(3) SA 182 (A).


Kruger v Van der Merwe and Another 1966(2) SA 266 (A).


South Cape Corporation (Pty) Ltd v Engineering Management Services (Pty) Ltd 1977(3) SA 534 (A).


Langley Fox Building Partnership (Pty) Ltd v De Valence 1991(1) SA 1 (A).


Fernwood Estates, Ltd v Cape Town Municipal Council 1933 CPD 399.


In re Alluvial Creek 1929 CPD 532.


Phase Electric (Pty) Ltd v Zinman's Electronic Sales (Pty) Ltd 1973(3) SA 914 (W).


Hyperchemicals International (Pty) Ltd and Another v Maybaker Agrichem (Pty) Ltd and Another 1992(1) SA 89 (W).


Legislation Cited


Forest Act 122 of 1984.


National Building Regulations and Building Standards Act 103 of 1977.


Rules of Court Cited


No rules of court were cited in the judgment.


Held


The Appellate Division held that the City Council’s design and implementation of the stormwater drainage system were negligent, and that this negligence caused the overflow and flooding that damaged Tedelex’s goods. The court held further that the City Council could not rely on statutory authority to avoid liability because statutory immunity does not extend to harm caused by negligent execution of authorised works.


The court rejected the City Council’s “it would have happened anyway” causation defence as unproven and speculative in the circumstances, and rejected contributory negligence on the basis that neither the owner, tenant, nor architect could reasonably have been expected to foresee that a newly installed municipal drainage system would fail to handle a non-exceptional storm of the relevant recurrence interval. The court also rejected reliance on the asserted exclusionary clause tied to building plan approval documentation, holding inter alia that it could not bind the tenant and that it was not competent to impose such an exemption as part of a statutory approval process.


The court upheld the special attorney-and-client costs order relating to wasted time occasioned by the unsuccessful causation defence and dismissed the appeal with costs, including the costs of two counsel for each respondent.


LEGAL PRINCIPLES


Statutory authority may implicitly justify interference with private rights only within limits; it does not provide immunity where the authority fails to select reasonably practicable measures for executing the authorised work or where the work is negligently designed, executed, or maintained, and harm results.


In assessing negligence and foreseeability in delict, it is not necessary that the defendant should have foreseen the precise form or extent of the harm that occurred; it is sufficient that harm of a general kind was reasonably foreseeable. Foreseeability is assessed with reference to the time of the act or omission.


A causation contention that damage would have occurred in any event under a counterfactual scenario (“it would have happened anyway”) is inherently speculative and, when raised in circumstances where the defendant’s conduct factually caused the harm, requires reliable evidential support; courts may reject such a defence where the asserted counterfactual cannot be established on the evidence.


A plea of contributory negligence must be anchored to what the relevant party could reasonably have foreseen and guarded against in the circumstances; where persons are entitled to assume a recently constructed municipal drainage system meets reasonable urban standards, they are not required, without more, to anticipate latent engineering defects.


A local authority performing a statutory function to approve building plans may not make approval contingent on the applicant’s acceptance of an exemption from liability that would operate as a contractual renunciation of rights, and any such purported condition, in any event, does not readily extend to third parties such as tenants.


Attorney-and-client costs may be awarded where litigation conduct is vexatious in the extended sense of causing unnecessary trouble and expense that the other side ought not to bear, provided the discretion is exercised judicially and not merely on hindsight dissatisfaction with an unsuccessful case.

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City Council of Johannesburg v Television & Electrical Distributors (Pty) Ltd. and Another (371/93) [1996] ZASCA 97; [1997] 1 All SA 455 (A) (20 September 1996)

371/93
/mb
IN THE SUPREME COURT OF
SOUTH AFRICA (APPELLATE DIVISION)
In the appeal between
CITY COUNCIL OF
JOHANNESBURG
APPELLANT
and
TELEVISION & ELECTRICAL
DISTRIBUTORS
(PTY) LIMITED
FIRST
RESPONDENT
and
TEDELEX PROPERTIES (ANDREA
ROAD)
(PTY) LIMITED
SECOND
RESPONDENT
CORAM
: VAN HEERDEN,
VIVIER, KUMLEBEN, HARMS et
SCOTT JJA
HEARD
: 26, 27 &
28 AUGUST 1996
DELIVERED
: 20 SEPTEMBER 1996
JUDGMENT
KUMLEBEN JA/
..
2
KUMLEBEN JA
:
In the Witwatersrand Local
Division of the Supreme Court
Television and Electrical
Distributors (Pty) Ltd ("Tedelex"), the first
respondent, sued the City
Council of Johannesburg ("JCC"), the appellant,
for damages. Tedelex Properties
(Andrea Road) (Pty) Ltd ("Tedelex'
Properties"), the second
respondent, was joined by the JCC as a third
party. The court (Schutz J)
ruled that the merits be first adjudicated. After
a lengthy trial they were
decided in favour of Tedelex, no liability was
attributed to Tedelex
Properties, and a special order of costs was made.
The order in all three respects
is now the subject of appeal.
By way of introduction the
background facts need be no more than sketched. Those particularly
concerned with the outcome of this
appeal are conversant with the
details. They are comprehensively summarised in the judgment of the
court a quo.
In the West Turffontein Valley
just south of Johannesburg,
3
Klip River Road ran in a northerly direction to form a T-junction
with
Booysens Road, which is one of
the main arterial roads leading to the city.
The natural watercourse in the
valley flowed in the same direction. By
about 1934 this had been
channelled by the construction of an open canal.
The road surface of Booysens
Road is at a level higher than its surrounds.
The opening to allow the canal
to pass through the embankment, and under
the road at the T-junction, was
described in evidence as a bridge and I shall
continue to refer to it as such.
In 1978 the JCC decided to replace Klip
River Road with a new
high-traffic capacity road, to be known as Klip
River Drive, and at the same
time construct a new canal system. A
company, Piovesan S.A. (Pty) Ltd
("Piovesan"), was appointed to construct
the new drainage system and a
firm called TAB Construction (Pty) Ltd
("TAB") the road. The
work started early in 1980. When completed in
1981 this new drainage system
viewed from south to north consisted of a
4
broad, open concrete canal
running on the right hand aside of Klip River
Drive and adjacent to it. At a
certain point about 230 metres from the bridge it converts to an
underground conduit, a culvert, which
at a certain stage runs below
the surface of the new road. The culvert had to be tapered to tie in
with the bridge. Over a length
of 15 metres before the bridge,
referred to in evidence as the transition section, the culvert was
narrowed from 8 metres x 2 metres
at the start of this section to 4
metres x 3.5 metres at the bridge. From the bridge the conduit
remained an open canal as formerly
and proceeds in a northerly
direction.
Tedelex Properties are the
owners of a building in the area known as Reuven. In September 1981
plans were passed by the JCC for the
erection of this building. It
was completed in 1983. From that date Tedelex was the lessee. The
building is situated south of Booysens
Road and east of Klip River
Drive close to the inlet of the culvert. The land in
5
that area slopes markedly from
east to west and the elevated level of Klip
River Drive impedes the natural
flow of water from continuing westwards. On Sunday 7 December 1986
54 mm of rain fell over a period
of about 56 minutes. In lay terms
this rain storm could be described as a heavy, but not an
exceptional, downpour. It was agreed
that it had a Recurrence
Interval of 13 years, the "RI" being the period expressed
in years during which a storm of a particular
intensity (measured by
the height of precipitation x its duration) is likely to recur. The
new canal system, by virtue of its design
and construction, had a
drainage capacity, also referred to as a discharge range, of no more
than 62,5 cubic metres per second (62,5
cumecs). This proved
inadequate to contain the storm water. It overflowed the system at a
point where the open canal converts to
a culvert, that is, at the
inlet to the culvert section. Turbulent water forcibly entered the
basement of the Tedelex property by
breaking an outer concrete panel
wall
6
and buckling the steel roller
door of the basement. Thus, so it is alleged, property belonging to
Tedelex stored in the basement
came to be damaged.
The incapacity of the new
system to cope with the storm water, and hence the flooding, was
primarily due to the constriction of the
water flow in the transition
section. A subsidiary cause was that at the bend in the canal just
before it converts to a culvert,
close to the Tedelex property, the
retaining wall on the outer side of the curve was not high enough to
contain the flood water entering
the culvert. Had the old system with
its open canal still existed, any overflow would have gradually
dammed up against Booysens Road
and Klip River Drive and, unless of
exceptional proportions, would not have reached the Tedelex property.
The claim as pleaded is a
delictual one based on the lex Aquilia for damages with reliance
upon negligence on the part of the JCC.
Wrongfulness as an element of
this cause of action was not expressly
7
alleged. It was, one presumes, taken to be inferred from the facts
pleaded.
(Cf. Cornation Brick (Pty) Ltd v
Strachan Constraction Company (Pty)
Ltd 1982(4) SA 371 (D) 378 D -
F; Lillicrap, Wassenaar and Partners
Pilkinton Brother S A (Pty) Ltd
1985(1) SA 475 (A) 497 B - C.) The
main defence pleaded is a
denial of negligence without reference to a defence of justification
on the ground that the conduct complained
of was authorised by
statute. The issues as pleaded were canvassed in evidence. However,
during argument this question of strict
liability was raised not -one
notes - as a rather belated alternative cause of action but in answer
to certain defences raised and
in reply to the JCCs alternative
prayer for an apportionment of damages. This led to questions of
strict liability being discussed
at some length in the judgment of
the court a quo
Any interference and increase
in the natural flow of water over another's property is Prima facie
an infringement of the right of
undisturbed
8
possession which on the face of
it attracts liability. Apart from express
authorisation, an incursion may
be implicitly authorised by statute but only to the extent necessary
for the clue exercise of the
right conferred or duty imposed. In New
Heriot Gold Mining Company Limited v Union
Government (Minister of Railways
and Harbour)
1916 AD 415
, the facts
of which closely resemble those
in this case, the legal principle in this
regard is thus stated by Innes
CJ at 421:
"The general rule that
Statutory authority to construct a work excuses from liability for
damage thereby caused to third persons
is subject to the proviso that
the work be not negligently executed or maintained. And as pointed
out in Halliwell v Johannesburg
Municipality (1912, A.D., at p. 669)
if such damages could have been avoided by measures reasonably
practicable, it would be negligence
not to have taken the necessary
steps."
Implicit in the above is that
the "negligence" may be of two kinds: a
failure to select reasonably
practicable measures for the exercise of the
right; and fault in the
implementation of the measures chosen. In
9
1957(1) SA 312(A) 323 C - D
Schreiner JA in reference to the first form
of "negligence"
observed that
"in deciding what measures
are reasonably practicable regard must be had to the total
requirements and resources of the local
authority and not merely to
the means of providing protection to an individual landowner."
See too Johannesburg
Municipality v African Realty Trust Ltd
1927 AD
163
at 177 and Diepsloot
Residents' and Landowners' Association and
Another v Administrator,
Transvaal 1994(3) SA 336(A) 346 F - H. In
Simon's Town Municipality V Dews
and and Another 1993(1) SA 191 (A) the
limits of statutory immunity
were considered in a somewhat different context. This court in that
case was concerned with the interpretation
of s 87 of the Forest Act,
122 of 1984. One of the two requirements for legal sanction of an
otherwise unlawful act postulated in
that section was that the act in
question must have been done under a power or duty under the Act.
10
(It was referred to as
"requirement (b)" in the judgment.) This requirement
was thus the counterpart of the
statutory exemption with which we sure now concerned. In the course
of discussing it the present
Chief Justice said at
196 B - E:
"[W]here the statute does
authorise interference with the rights of others, the person or
authority vested with the power is
under a duty, when exercising the
power, to use due care and to take all reasonable precautions to
avoid or minimise injury to others.
Failure to carry out this duty
has been described as 'negligence', but, as pointed out by Prof J C
van der Walt in Joubert (ed) Law
of South Africa vol 8 para 30, in
this context the word is used in a special sense; and
'(t)he presence of 'negligence'
in this special sense in the exercise of a statutory power is,
however, a conclusive indication that
the defendant has exceeded the
bounds of his authority and has therefore acted wrongfully.'
See also Neethling, Potgieter
and Visser The Law of Delict at 91-2; Van der Merwe en Olivier Die
Onregmatige Daad in die Suid-Afrikaanse
Reg 6th ed at 105-6; Boberg
The Law of Delict vol 1 at 771-3. In my view, these writers all
correctly state that jurisprudentially
the consequences of the
repository of the statutory power having exercised it without due
care and without having taken reasonable
precautions to avoid or
minimise injury to others, are that
11
the repository must be taken to
have exceeded the limits of his authority and accordingly to have
acted unlawfully."
And it was pointed out that:
"The person sought to be
held liable must show that he acted within the authority conferred
by the power in question. It necessarily
follows that if, owing to a
failure to exercise due care or to take reasonable precautions, he
exceeded the power and acted without
authority, he will be unable to
establish requirement (b) and his reliance on s 87 must fail."
(196 I - 197A).
What plainly emerges from these
decisions is that there are at
least
two requirements
to
be satisfied before statutory immunity for harm
caused can be successfully
claimed:
one,
that reasonably practicable
measures must have been decided
upon for the carrying out of the
necessary works, and,
another
,
that the work must have been executed
without negligence. To avoid any
problems of nomenclature, and the use
of "negligence" in
more than one sense, I shall refer to them as
requirements (a) and (b)
respectively. A simple example will serve to
12
demonstrate that the latter is as significant as the former. If
practical
considerations justified the
construction of an elevated aqueduct of certain
dimensions, which in certain
circumstances would or might have caused
harm to adjoining properties,
but as a result of negligent construction its
walls collapse, any reliance on
statutory authority as an excuse for the
resultant damage would be
clearly misplaced. In short, statutory authority
that impliedly, and within
limits, permits an infringement of rights does not
sanction negligent conduct
causing harm.
On this question of statutory
immunity there was some discussion on where the burden or burdens of
proof should rest when this defence
is pleaded or arises. In the
course of the debate there was reference to Germiston City Council v
Chubb and Sons Lock and Safe Co
(SA) (Pty) Ltd (supra), Johannesburg
Municipality v African Realty Trust Ltd (supra), Johannesburg City
Council v Vucinovich
1940 AD 365
and
13
Bloemfontein Town Council v Richer
1938 AD 195.
In the last-mentioned
decision at page 231 Stratford
JA said in reference to the onus of proof as
regards requirement (a):
"It is for the defendant
to prove that in whatever way the power is exercised there must
result some interference (of the nature
complained of) with the
common law rights of others. This being proved, the onus is thus upon
the plaintiff to prove that by the
adoption of certain precautions
(reasonably practicable) or by the adoption of another method (also
reasonably practicable) to achieve
the purpose of the power the
extent of the interference will be lessened - not entirely avoided,
for, if the defendant has discharged
his onus, avoidance is
impossible."
I find it unnecessary to comment
on this approach or to express a view on
the discussion of this subject
in the other decisions cited since I am
prepared to assume in favour of
the JCC that the onus was upon Tedelex
to prove that the bounds of the
statutory authority were transgressed, that
is, to prove that one or both of
the requirements for immunity were not
satisfied. This conforms to the
general rule that it is for the plaintiff to
14
prove inter alia wrongfulness in order to succeed in an action under
the lex
Aquilia.
Reverting to the cause of action
pleaded, Mr Osborn, who
appeared throughout for the JCC,
submitted that Tedelex had failed to prove
negligence in its accepted
delictual sense as formulated in Kruger v Coetzee
1966(2) SA 428 (A) 430 E - F. As
I have said, this was the main defence
in the plea.
Mr Green was at the relevant
time the design engineer. He
was not called as a witness. He
planned the new canal system to
accommodate a flood R I of at
least 1 : 50 years and a peak discharge
range of some 130 cumecs. It was
common cause that to construct the
new canal system with this
intended drainage capacity would have been the
reasonable and appropriate thing
to have done having regard to the locality
and the interests of property
owners in the vicinity. But the discharge
15
range of the system actually installed was between 52,5 and 62,5
cumecs.
This was because the design of
the new canal made no provision for any
alteration and enlargement of
the bridge. This fault arose from Green failing
to take the hydraulic effect and
increased velocity of the storm water into
account when designing the
culvert which replaced the open canal: he
overlooked the energy effect of
the closed culvert. Mr Brooker, one of the
JCC's expert witnesses, conceded
in cross-examination that this was "an
inexcusable mistake".
The concern that the drainage
capacity was inadequate with
potentially adverse consequences
was raised by officials of the JCC. On
12 June 1980 a minute was
written by Mr Taitz, the Resident Contract
Engineer of the JCC, for Green's
attention (Ex E62). With reference to
his, Green's, design it reads as
follows:
"The downstream end of
Piovesan's job is at the bridge below Booysens Rd. This bridge is
apparently undersized and has flooded
16
several times in the past.
Piovesan ties into this bridge, ie no alteration to the bridge takes
place.
I spoke to I Green of Design
branch today & he agrees that
the bridge
is
undersized
.
Mr Green stated that in the design stage he approached Mr Roxburgh of
RP &TE about this he Mr Roxburgh wanted the bridge left
as it is.
If any alterations are to be
made I feel they should be made now, for
two reasons:
Piovesan are on site.
A major intersection is to be
built at this point by TAB Construction.
Should we carry on as per
drawing ie tie into the bridge, or should we ask for the necessary
money & design for alterations to
the Booysens Rd. bridge."
This was followed by a further
minute of 15/18 July 1980 (Exh E 63)
whilst the work was in progress.
In it Mr Grant, the Chief Roads Engineer,
points out that:
"The downstream section of
the culvert which is being constructed under this contract ends at
the bridge crossing below Booysens
Road. It appears that the
stormwater drainage capacity
of this
bridge
is
inadequate for the anticipated flows
.
17
If any alterations to this
bridge are contemplated in order to accommodate the flows these
should be carried out at this stage as
the culvert contractor is
presently on site and the road contract which includes the
reconstruction of the intersection at the bridge
referred to above
has also commenced.
Will you please inform this
Branch as soon as possible of your decision in this connection in
order to avoid delays at a later stage."
The third minute dated 28 July
1980 (Ex E64), countersigned by inter alios
Green, was in similar vein. In
its opening paragraph it is again stressed
that:
"The bridge crossing
below Booysens Road is at present inadequate to pass the anticipated
flows
. This is mainly due to the fact that when the depth of flow
in the bridge approaches 2,15m, the backwater effects and entrance
losses
cause the canal upstream to overflow into Bawden Park."
(In each of these minutes I have
emphasised.)
The final decision not
reconstruct the bridge was taken by Grant, as head
of the engineering section of
the JCC.
On the evidence it is thus clear
that the JCC, through the
18
employees responsible, was
negligent in more than one respect. First, a
serious design mistake was made
and, second, it was followed by a failure to remedy the defect or at
least investigate the matter
properly after the potential danger of
not altering the bridge was drawn to the attention of the officials
concerned.
Mr Osborn conceded that this
amounted to negligence but it was, as he submitted, "negligence
in the air" since it was not
reasonably foreseeable that these
mistakes could result in any damage. This submission was principally
based on the fact that at
the time of the decision not to enlarge the
bridge the Tedelex building had not yet been erected and the area any
flood water might
have inundated was vacant or substantially vacant
land. I do not agree with this submission. When the new system was
designed and
installed it was known and envisaged that the land
adjacent to the canal and culvert was destined for commercial and
other
19
development. The installation of the new system was not a short term
project but was plainly intended
to serve its purpose after buildings stood
in its vicinity. It was next
submitted that, though damage of some kind
could have been reasonably
foreseen, the actual damage caused could not,
viz, damage to valuable goods
stored in the basement of a building with a
basement floor level lower - 2
cm lower - than the lip of the canal. But no
such refinement of liability for
damage caused is recognised in our law:
"In ons deliktereg word 'n
persoon aanspreeklik gehou vir skade indien hy kon voorsien dat
skade uit die daad kan ontstaan.
Dis nie nodig dat hy inderdaad moet
voorsien presies watter soort skade die daad kan veroorsaak of wat
die omvang van die skade sal
wees nie. Weens die aard van die
menslike samelewing word dit geag dat indien hy skade kan voorsien hy
ook moet voorsien dat die
skade van 'a onverwagte aard en ongewoon
kan wees."
S v Bennardus 1965(3) 287 (A)
302H. (See too Botes v Van Deventer
1966(3) SA 182 (A) 191 F - G and
cf Kruger v Van der Merwe and
Another 1966(2) SA 266 (A) 272 F
- G.)
20
As part of his submission on
foreseeability counsel referred to
the Johannesburg Town Planning
Scheme and particularly to clause 43 thereof. It circumscribed the
use to which a "basement"
as defined may be put in the
absence of special permission. He submitted that no such consent to
store goods in the basement was
granted and for that reason damage to
goods placed there was not foreseeable. There was some - at times
perplexing - argument as
to whether the basement of the Tedelex
building was a "basement" as defined and whether clause 43
applied to it. It is,
however, not necessary to decide this question
since there is a fundamental flaw in the premise on which this;
submission is based.
The test of foreseeability is to be applied as
at the
time
of the act or
omission
. At that stage, as
one knows, there was no Tedelex building and no one could have had
the prescience to know where the building would
be erected, whether
it would have a basement or, if so, whether permission to
21
store goods in it would have
been sought or granted.
The conclusion that the JCC was
guilty of negligent conduct is, or should be, the end of the enquiry
as far as liability is concerned.
It
may be readily assumed that the
JCC
intended
reasonably practicable
measures to avoid flood damage
by designing a system with a 130 cumec
capacity. It, however, failed to
ensure that the work was properly, and not
negligently, done. The defence
of statutory authority therefore fails in
respect of requirement (b) and
two of the elements of delictual liability in
terms of lex Aquilia -
wrongfulness and fault - have been proved.
However, a great deal of
evidence was adduced in an attempt
to show that when the new system
was designed and constructed certain
circumstances - financial
constraints and other considerations - led to the
decision not to enlarge the
bridge. I can understand the relevance of such
evidence if the JCC had in fact
at the outset decided not to enlarge the
22
bridge in order to restrict the
flow to a range between 52,5 and 62,5
cumecs. Such evidence would
then be aimed at showing that requirement (a) relating to statutory
authority was complied with. But how
such evidence can relate to a
result not intended still eludes me. The truth of the matter is that
this evidence was adduced in an
ex
post facto
attempt to
explain an "inexcusable mistake". One is driven to thus
conclusion for the following reasons.
The considerations relied upon
were, as tabulated in the written heads of argument, "Financial
Constraints"; the "Downstream
problem"; the
"Dislocation of traffic and services" and "Delay in
the execution of the contracts". Grant
was the main witness
called by the JCC to deal with all of these alleged difficulties. I
shall in the first place consider his evidence
that
financial
constraints
caused the canal to be constructed with the bridge
unaltered or that such constraints contributed to the decision to let
things
23
be. I have referred to the
minutes, one signed by Grant himself and the
third one written by the Chief
Design Engineer, Mr Dick, and addressed to him. These point out, as I
have already stressed, that :
"This bridge was undersized and
has flooded several times in the past"; "the bridge
crossing below Booysens Brigde
is at present inadequate to pass the
anticipated flow"; and that alterations to the bridge should be
made promptly while Piovesan
was on site and the intersection was
still to be built by TAB Construction. In the circumstances one would
have expected Grant to
have reacted positively: to have taken steps
to ascertain the extra costs involved and obtain, or attempt to
obtain, the necessary
funding. The first minute raises the question:
"Should we ask for extra money?" He did not do so, instead
he simply decided
against the reconstruction of the bridge. Not
surprisingly, Grant when giving evidence had difficulty in explaining
this. He said
that financial constraints existing at the time
strongly influenced his
24
decision. But the facts, and his
evidence under cross-examination, do not
bear this out. It was agreed at
the trial that such costs in 1980 would have amounted to no more
than R240 000,00. Grant conceded
that if he had known of the problem
before
the contract with Piovesan had been
concluded or if the construction
presented a "serious problem", defined by
him as one which could cause
loss of life, the extra amount of money could
have been obtained. The combined
estimates of the TAB and Piovesan
contracts was R3 680 000,00. An
extra R240 000,00 on the contract as a
whole would not have amounted to
an appreciable cost increase. In fact,
according to the JCC witness Mr
Papendorff, in the 1980/1981 financial
year the need arose to increase
the payment due in that year to TAB
construction from an allocation
of Rl 000 000,00 to Rl 960 000,00. This
was done by the curtailment of
certain other schemes. There was some
evidence that in July 1980 when
the decision was taken not to enlarge the
25
bridge the particular budget for
building operations was to an extent
stretched. But even if that were
the case, the fact that the bridge was never
at any later stage enlarged
confirms that financial constraints were not a
material consideration when the
decision was taken. In so far as the real
reason for his decision is
ascertainable from Grant's evidence, which was
far from explicit, it was that
he did not consider that to leave the bridge
unaltered would present a
problem. This emerges from the following
passages in his evidence:
"I was puzzled by the
statement [that the bridge was inadequate] because we had rebuilt
Booysens Road some time during the 1960s
and as part of that process
we had to satisfy ourselves that the existing bridge was not creating
a problem and the, the engineer
responsible for that particular
design was one of the most thorough, competent engineers who has ever
worked for me. He subsequently
became a partner in a very well known
firm of consulting engineers, but he, he never came back and said
there is a problem with the
Booysens Road bridge and he would have
discussed this with the local district engineer and the local
superintendent for that area."
and
26
"
COURT
: Well Mr
Cohen is saying to you was it only a threat to life that would have
led you to find money at that time or was there anything
else that
might have led you to find money? — Well I was dealing with a
history of a bridge that had proved perfectly satisfactory
from the
time before I even joined the city engineer's department. It was
built in 19) .. or improved in 1934. We had investigated
it in the
1960's.
MR COHEN
: Mr Grant you
are only saying that you .. (intervenes) -There was no history of a
problem at this bridge.
Yes, you just say you did not
believe there was a problem? — No we got a detailed reply and, and
the problem, my reading of the
reply is that the problem was not
serious. They had restored the capacity to almost what it was before.
You did not think there was a
serious problem? — No."
Turning to what was called the
"
downstream problem
", there
was flooding down-stream of the
bridge before and after the construction
of the new canal system. It was
particularly severe in the area of the
confluence of this canal and
another one, the Robinson canal. The JCC
owned property in that vicinity
and sustained substantial loss damage as a
27
result of the flooding
down-stream in November 1979. It was therefore
fully aware of this problem
when the canal system was installed. Yet it was designed for, and but
for Green's oversight would have
been constructed to cope with, a
discharge of 130 cumecs. There is no suggestion that in designing a
canal with this capacity it
was unmindful of past flooding
downstream, that it disregarded the interests of downstream property
owners or that it had reason
to think that the bridge
as planned
would aggravate the problem. As a matter of fact Green's mistake
may -I stress may - have averted flooding downstream and caused the
Tedelex property to be inundated instead. But this in no way supports
the proposition that Grant, when deciding against widening
the bridge
to prevent overflowing, had the interests of down-stream property
owners in mind. At the time the widening of the bridge
was being
considered it was not stated in any of the minutes that this
consideration was a reason for the
28
decision to leave the bridge
unaltered. There is in fact no mention of this
problem in the minutes.
The last two considerations
need not detain one. In argument before us they were not touched
upon. I need only mention that the "services"
referred to
are post office cables, water mains, electric cables and such like
conduits which are normally under or adjacent to main
roads. Had the
enlargement been decided upon when the issue was raised in the
minutes, the contractors were on site and such services
were in any
event disrupted. This is confirmed by what was suggested in regard to
the minute of 18 July 1980. I cannot in the circumstances
accept that
this factor was taken into account when the decision against widening
was taken.
In the result one must conclude
that the construction of the canal system with an inadequate
discharge range was by no means justified
and, as I have said, the
requirements of wrongfulness and negligence in the
29
delictual action pleaded were
proved.
Mr Osborn: in the court a quo
raised the question of causation in a somewhat unusual form. Though
the design of the new canal system
in fact and manifestly caused the
flooding of the basement, counsel submitted that had the old system
remained in place, such flooding
would have in any event occurred
with some resultant damage to the property of Tedelex. Schutz J
described this argument as the "it
would have happened anyway"
defence. I shall simply call it the "causation defence".
At the outset something ought
to be said about the burden of proof as regards this defence. Counsel
submitted that the onus is upon
a plaintiff in a claim under the lex
Aquilia to forge the necessary causative link between misconduct and
damage. This is generally
speaking the position. However, when the
unlawful and negligent act or omission as a matter of fact caused the
damage this causation
defence is in the nature of
30
confession and avoidance and the
answer to what would have happened if
the new system is "thought
away" speculative.
In the New Heriot decision
(supra), in which the same
causation defence was put
forward, the following comments, which may
aptly be applied in the present
case, were made by Innes CJ at page 432:
"Turning now to the
contention itself I express no opinion upon the question whether the
fact (if it could be proved) that the
appellant would have been
damaged by the negligence of the Netherlands Company if the station
had not been built, would be a good
defence to a claim founded upon
the negligence of the respondent in building it. Because I am
satisfied that the facts necessary
to found the contention have not
been sufficiently made out. To ascertain with certainty the relevant
particulars of the flooding
which has occurred is no easy task. But
to declare what would have happened under entirely different
circumstances would be very
much harder, and is impossible upon the
evidence before us."
It is likewise unnecessary for
me in this case to decide whether this is a
good defence or whether Innes CJ
in the above passage had in mind a
defendant bearing the onus in
the strict sense (cf. South Cape Corporatio
31
(Pty) Ltd v Engineering Management Service(Pty) Ltd 1977(3) SA 534
(A) 548G) to prove "that it
would have happened anyway". What can be
said is that at the very least
it was for the JCC, having raised this defence,
to place some reliable evidence
before the court indicating that the flooding
would in any event have caused
damage to the property in the basement.
As Prosser and Keeton on Torts
(5th Ed) state at pages 268 and 269:
"On the issue of the fact
of causation, as on other issues essential to the cause of action
for negligence, the plaintiff, in
general, has the burden of proof.
The plaintiff must introduce evidence which affords a reasonable
basis for the conclusion that
it is more likely than not that the
conduct of the defendant was the cause in fact of the result. ... The
plaintiff need not negative
entirely the possibility that the
defendant's conduct was not a cause, and it is enough to introduce
evidence from which reasonable
persons may conclude that it is more
probable that the event was caused by the defendant than that it was
not."
In my view, this causation
defence in the present case fails on
two scores. First, when
determining foreseeability what is to be postulated
is the situation had there been
no negligence: in this case had the design
32
mistake not been made. In that
event the old system would not have
remained: the new system would
have been in place with a discharge range as planned and adequate.
There would consequently have been
no Gooding of the Tedelex
Property. Second, and bearing in mind the duty to adduce evidence
when such a defence is raised, had the
old system not been replaced
when the Tedelex building came to be designed and built, it is as
likely as not that a risk of flooding
would have been taken into
account and a different building designed or precautions taken on the
Tedelex property to drain off any
anticipated overflow from the open
canal.
Although this determines the
causation issue in favour of Tedelex, I must discuss the JCC's
approach to this question since the evidence
in this regard has a
bearing on the special order for costs.
In support of the causation
defence the JCC sought to establish a peak flow of the flood of the
highest possible intensity at the
inlet to the
33
culvert where the overflow
occurred, the "peak flow" being the maximum
intensity of flow resulting
from a particular storm in the catchment area. As this argument was
presented by counsel, the higher
this flow, the better
the prospects of the causation
defence being decided in favour of the JCC.
At the outset of the trial the
experts were agreed that the
flood
RI of this
particular storm fell within the
range of 1 : 10 - 20 years, or in terms of
peak flow intensity within the
range of 48 cumecs and 80 cumecs. (As
already stated the
storm
(
rainfall
) RI of the downpour of 7th December was
agreed upon as 1 : 13. The
reasons why a
storm
RI and a
flood
RI need not
necessarily correspond are fully
explained in the evidence.) During the
course of the trial the JCC
attempted to determine a more accurate estimate
of the peak flood intensity. In
fact it sought to prove that it was as high as
72,8 cumecs in which case, so it
was contended, water would have in any
event entered the basement and
caused some damage had the old system
34
been in place. This led to a
protracted examination of this issue in the
course of the evidence of the
three expert witnesses, all of whom were civil engineers experienced
in this Geld. Mr Fourie, called
by Tedelex was first
examined on this. He explained
his use of certain methods and formulae
to reach his conclusion that
the peak flood intensity at the outlet was about 50 cumecs. Mr
Brooker, for the JCC, sought to substantiate
the degree of intensity
relied upon, the 72,8 cumecs, by applying other methods and
calculations. By the use of one of the methods
employed by Fourie -
the Rational Method - the figure Brooker arrived at was 64 cumecs. Mr
Annandale, the Tedelex Properties expert
witness, on the information
available to him accepted a range of between 52 and 67 cumecs. He
explained generally, and with reference
to Brooker's own calculations
of 78,2 cumecs and 64 cumecs, that any attempt at an accurate figure
was a fruitless exercise. As he
expressed himself "hydrology is
too inaccurate a
35
science to make statements about
specifics, especially if it is so close to
the threshold value [of 80
cumecs]". All the evidence bears this out and the reason for
the lack of anything like unanimity
among the experts on this
question is not far to seek. The calculation of
flood
(peak
flow) intensity
is a far more complicated
exercise than the determination of the intensity
of
rainfall
. The former
involves taking into account a number of variables which are
incapable of accurate assessment. These include the nature
and
topography of the catchment area concerned which influences the rate
of run-off; the extent of pre-existing moisture or saturation;
and
the periods and degree of peak intensity of rainfall during a
particular storm. It is therefore hardly surprising that there
should
be this large variance of opinion and one can fully appreciate why
the initial agreement estimated the peak flow within a
broad range of
48 to 80 cumecs.
Mr Osborn on the strength of
Brooker's evidence submitted that
36
the JCC had proved on a balance
of probabilities that the peak flow rate
was 72,8 cumecs. This
submission is wholly untenable in the light of what has been said in
the previous paragraph. As a matter of
fact the evidence,
if anything, proves the
contrary.
I turn to consider the plea of
contributory negligence.
By March 1981 the new canal
system was in place and virtually completed. In September 1981 the
plans for the Tedelex building, which
made provision for the basement
subsequently built, were approved. The building was erected in
accordance with the plan. The plea
of contributory negligence,
broadly stated, is that the risk of flooding ought to have been
foreseen when the decision to build was
taken. In the circumstances,
so it is submitted, a basement should not have been included; or its
floor should have been at a higher
level in relation to the lip of
the canal; or steps should have been taken to divert flood water from
37
its entrance. It is alleged that
Tedelex Properties or Tedelex was remiss in
one or more of these respects.
But what is important is that negligence on anyone's part must be
related to the
facts
of this
particular case,
viz, that
Tedelex, Tedelex Properties or the latter's architect ought to have
foreseen
that the new, sophisticated
canal system would not be able to cope with a
rain storm having an RI of no
more than 1 in 15 years, which in lay terms no one would describe as
an exceptional downpour. The parties
agreed, as I have said, that it
is reasonable to expect a drainage system in an urban area to cope
with a storm having a RI of 1
: 50 years. There is other evidence
that in parts of Johannesburg old existing drainage systems have a
discharge range to contain
a storm with a RI of 1 : 20 years. But it
is not suggested, nor could it be suggested, that anyone would have
expected a system recently
installed to be incapable of coping with a
RI 1 : 13 year downpour. This is really all that need be said in
answer to the plea of
38
contributory negligence.
Mr Osborn nevertheless argued
in the first place that the officials of Tedelex and Tedelex
Properties, all layman in the Geld of
hydraulics and engineering,
ought to have foreseen that excavating the
ground for the erection of the
building and including a basement could give
rise to flooding problems given
the proximity of the canal. This is
unrealistic. A building owner
appoints an architect and instructs him to
design the building he wants
built. It is left to the architect to consider the
question of possible flood water
levels and, if necessary, to call in other
specialists.
Counsel next submitted that the
architect was at fault in that he
should have foreseen the risk of
flooding and appointed an engineer, or
better still a hydraulics
engineer, to investigate whether the new system had
an adequate discharge capacity:
in effect, that he ought to have foreseen
39
that there might have been a
latent design error. The answer to this
proposition must surely be
"no". An architect too would have been entitled to assume
that the newly constructed canal would
conform to reasonable urban
drainage standards (a storm with a RI 1 : 50) and be able to contain
a rainfall of far less
intensity, in fact one having a recurrence interval of
about 4 times the frequency of
the accepted norm.
Even if it could be said that
the architect's failure to check the drainage capacity of the new
system amounted to a negligent omission
on his part, the JCC faced
the insurmountable hurdle of attributing such negligence to Tedelex.
In the exercise of his professional
function of taking potential
drainage problems into account, and designing accordingly, the
architect was plainly operating as an
independent contractor. But
counsel argued that the work entrusted to the architect was per se
dangerous and that on that account
there should be an apportionment,
Lanrley Fox
40
Building Partnership (Pty) Ltd v De Valence 1991(1) SA 1 (A) sets
out the principles to be applied when a third party seeks to
hold an
employer liable for the negligence of an independent contractor. What
was said at 13 A -C would apply equally when contributory
negligence
on the part of the employer is alleged, viz:
".. that the existence of
a duty upon an employer of an independent contractor to take steps
to prevent harm ... will depend
in each case upon the facts. It would
be relevant to consider the nature of the danger; the context in
which the danger may arise;
the degree of expertise available to the
employer and the independent contractor respectively; and the means
available to the employer
to avert the danger. This list is in no way
intended to be comprehensive. It does follow, however, that the duty
of an owner of premises
such as the present may not be the same as
that of the building contractor employed by him to do the work. That
question, too, must
be answered with due regard to the facts."
In short, the facts must
demonstrate that the employer should have realised
that the work was inherently
dangerous. To erect this building, supervised
by an architect, near a recently
built drainage system could not possibly
41
have been regarded by Tedelex as
presenting, realistically speaking, a
danger to it for the reasons
already stated.
The plea of contributory
negligence cannot be upheld.
During the course of the trial
the JCC amended its plea to rely
on what it termed an
exclusionary clause. Before the Tedelex building was
erected application was made for
the approval of the building plans in terms
of the building by-laws of the
JCC, authorised by the National Building
Regulations and Building
Standards Act, 103 of 1977. The application
form required the name and
address of the owner to be filled in and the
form was required to be signed
by the owner. "Owner" is defined in s 1
of the Act as the person in
whose name the land is registered on which the
building is to be built. In the
application form there is an instruction that
the applicant should "PLEASE
READ THE NOTES ON PAGE 2 BEFORE
PREPARING AND SUBMITTING PLANS."
These notes appear under a
42
letter forming part of the
application, the letter being included in
anticipation of the grant of
approval. It reads as follows:
"Sir/Madam,
The plans submitted by you as
detailed overleaf have been approved
subject to the conditions
stipulated in the notes printed below.
This approval is valid for
twelve months from the above date.
B.L. LOFFELL
for City Engineer"
Note 5 of the "NOTES"
which follow states that:
"The Council does not
accept responsibility for any damage which might be caused to your
property by storm water or by infiltration
of water from any source
through cellar walls."
On the strength of this note it
was submitted that Tedelex had
contractually renounced its
right to recover delictual damages from the JCC.
This contention was rejected by
the court a quo on four grounds: (i) That
by submitting the application
form in which this condition features in no
43
way amounted to a contractual
forfeiture of rights; (ii) that, if this clause
had any such effect, it was for
the JCC to show that the exemption sought in this case falls
squarely within the terms of this clause
and this it had
failed to do; (iii) that any
exclusionary effect the clause might have, could
only relate to the building
owner, Tedelex Properties; and (iv) that it was in any event not
competent for the JCC, when carrying
out the statutory function of
approving or disapproving building plans, to impose a contractual
term, which had the far-reaching
effect of exempting it from
liability for negligence.
To my mind, all four of the
above answers are sound. I shall restrict my comments to the last
two.
As appears from the application
form and the letter of approval, it is implicit in the entire
procedure for obtaining the necessary
consent that it is a matter
between the JCC and the prospective building
44
owner as applicant, whether the
latter acts personally or through a
representative. Therefore, even
if the note were to be elevated to the status of a contract or
construed as a waiver, it can have
no reference to the rights of a
third party, in this case, the tenant of the building owner.
Section 7 of the Act
peremptorily enjoins the local authority to grant its approval if it
is satisfied that the application in question
complies with the
requirements of the Act. It manifestly follows that a local authority
cannot impose a condition exempting it from
liability, the acceptance
of which is a pre-requisite to the grant of approval. (Cf Fernwood
Estates, Ltd Cape Town Municipal Council
1933 CPD 399
at 403.)
It remains to discuss the
special costs award in favour of both Tedelex and Tedelex properties
for the time devoted to the unsuccessful
causation defence. The court
assessed this period to be 12 days of the trial
45
preceded by 2 days of preparation on this issue. This estimate was
not challenged by Mr Osborn. THE court accordingly awarded
attomey-and-client costs for what was regarded as wasted time.
The reasons for his doing so
appear from this passage in the
judgment:
"[I]t seems to nie that the
introduction of this defence wholly
inverted the trial and
protracted it enormously. As I have shown
above once this defence is out
of the way the facts are fairly
straightforward and are largely
common cause. The experts reached
a large measure of agreement.
But then it was insisted by the JCC
that proof of an even bigger
flood than that accepted by Fourie and
Annandale would absolve it
.... [T]he ultimate concession by
Brooker, ... which brought the
whole structure tumbling down was
gained by asking a few simple,
and if I may say so quite obvious
questions. Nor did they come as
any surprise. At least in the
evidence of Annandale, and
probably before, there was a clear
warning of the difficulty which
would face the JCC.
These simple
and obvious questions should,
in my opinion, have been asked in
consultation
before this
extended and hard-fought issue was raised in
the trial.
There is more to be said. The
JCCs case was presented always on the verge, based on the high
figure of 72,8 cu. There was no real
46
attempt to prove that the
Witwat system was intrinsically superior. Brooker did not have to be
probed very hard to make the concession,
the inevitable concession,
that hydrology being the imperfect science that it is, one should not
fall into the trap, as he put it,
of taking one figure, but should
have regard to a range of figures, and to the opinions of other
competent experts. Once all this
was put to him he conceded, quite
apart from the question of impedances which had led to his main
concession, that it was not more
probable than not that the flood
would have reached an elevation of 1 688 m. Coupled to this is the
fact that he did not, in his
own enquiries, address the important
question of the level of incipient flooding. I think that there is
substance in Mr Loxton's
submission that if he had done so, and he no
doubt realised it, the enormous edifice of hydrological data, as Mr
Loxton described
it, would come down." (I emphasise.)
In sum, it appears from what has
been said that the learned judge concluded
that the JCC embarked upon this
ambitious excursion when it ought to have
been appreciated that a flood
intensity as high as 72,8 cumecs at the outlet
could never be proved and, were
this to be proved, there was no realistic
prospect of establishing a water
level in the basement likely to have caused
damage to the contents. Both
considerations, but particularly the second
47
one, weighed with the court a
quo. The judgment is correct in saying that
Annandale's evidence, which
from the record seems to have been reliable and impressive, ought to
have served as a warning.
The JCC nevertheless persisted
in its attempt to prove an exact peak Good intensity. At the risk of
some repetition, the reasons
why the JCC ought to have realised that
a rate of 72,8 cumecs could not be established are: (i) The experts
agreed at the outset
on a range, 48 to 80 cumecs. They did so, one
presumes, because it was accepted all round that a precise rate could
not be determined;
(ii) Brooker's own estimate was 64 or 72,8
according to the two different methods he used - incidentally methods
primarily intended
for an estimation of
hypothetical peak flow
and not for a determination in respect of an actual flood; (iii)
there are a number of components of any formula or method of
calculation
of peak flow which are subjective and incapable of
accurate determination. The
48
failure to show a Good intensity
of 72,8 cumecs, even as a reasonable
possibility, without more put
paid to this causation defence. As regards the
second issue, Brooker's own
evidence failed to indicate with any degree of
certainty that if the new system
had not been installed a significant amount
of flood water would have
reached the basement. After it was shown that
Brooker did not take into
account any drains which may have been within
the basement to disperse water,
the following was the exchange question
and answer:
"
MR COHEN
: Let us go
on with the assumption. You have these roller shutter doors or
photographs of them? - Yes I have, I have seen them. I
was at the
inspection.
The water would have been able
to get through the edges is that right? The edge between the roller
shutter door and the wall. - The
edges and the bottom of the door
would not seal completely no.
Would not seal completely? Now
how do you see in your mind's eye the water entering the building at
that, at that point? It would
not spurt him, would it? — No it
could not spurt him of course.
49
It would seep in? — Yes.
And it would be seeping in for
at the most something like ten minutes? — That is what the
calculations show yes.
But in fact the operative
period would be six minutes, that is from ten centimetres or more? —
Yes it would start at the bottom
but there would be very little flow
until the head rose.
Now you have seen how large that
warehouse floor is? — Correct.
How much water do you say at
your best guess, would get in? How much of that floor would even be
wet, water seeping in through those
roller shutter doors in a six or
ten minute period? — My lord I have not done a calculation but I
would say very little.
That is right. And would you
say Mr Brooker, at your best guess as an expert, that for that
period of ten minutes, water seeping
in would not even cover the
entire floor? — Yes I would, I would agree with that yes.
COURT
:
That is to any depth at all?
MR COHEN
: Yes, yes. -
There would be parts, I would agree that there would be parts of the
floor that would not get wet at all."
It was not disputed that in
appropriate circumstances the
conduct of a litigant may be
adjudged "vexatious" within the extended
50
meaning that has been placed
upon this term in a number of decisions, that
is, when such conduct has
resulted in "unnecessary trouble and expense which the other
side ought not to bear." (In re
Alluvial Creek,
1929 CPD 532
at
535.) See also Phase Electric(Pty) Ltd v Zinman's Electronic Sale
(Pty) Ltd 1973(3) SA Ltd 1973(3) SA 914 (W) at 918H-919B, and
Hyperchemicasls International (Pty) Ltd and Another v Maybaker
Agrichem (Pty) Ltd and Another 1992(1) SA 89 (W) at 101G - 102D.
Naturally
one must guard against censuring a party by way of a
special costs order when with the benefit of hindsight a course of
action taken
by a litigant turns out to have been a lost cause. That
said, in the present case I am certainly not persuaded that the court
failed
to exercise a proper judicial discretion in deciding upon a
punitive costs award.
In the result the appeal is
dismissed with costs, these to include the cost of two counsel
representing the first respondent, Tedelex,
and two
51
counsel representing the second respondent, Tedelex
Properties.
M E KUMLEBEN
JUDGE OF APPEAL
VAN HEERDEN JA
VIVIER JA - Concur
HARMS JA
SCOTT JA