|
November 25, 2003, E.C.B. No. 42/97/241
| Between: |
Sam
Sangha and Can-Am Building Supply Ltd.
Claimant |
| And: |
City
of Surrey
Respondents |
| Before: |
Sharon
I. Walls, Vice Chair*
Martin A. Linsley, FCA, FCIP, CBV, Board Member
B.W.F. Fodchuk, Board Member
* At the time Ms. Walls heard this
application, she was the Vice Chair of the board. |
| Appearances: |
John
A. Coates Q.C, Counsel for the Claimants
Anthony I. Capuccinello, Counsel for the Respondent |
REASONS FOR DECISION
1. INTRODUCTION
[1] This claim is solely
for a business loss arising from a partial expropriation
of a property occupied by a lumber and building supply
business. All other claims have settled.
[2] The claimants together
own and operate the business at 11016 Bridge Road in
the City of Surrey. The claimant, Sam Sangha, is the
owner of the subject property and the claimant, Can-Am
Building Supply Ltd. ("Can-Am"), operates
the business. Can-Am was incorporated in 1970 and Mr.
Sangha is presently the sole shareholder, officer and
director. Can-Am has operated the business on the subject
property since 1972 and pays rent to Mr. Sangha pursuant
to an oral lease.
[3] On October 29, 1996
the respondent, the City of Surrey ("Surrey"),
executed an Expropriation Notice pursuant to the Expropriation
Act, R.S.B.C. 1996, c. 125 ("the Act").
The taking of 692 square metres of the original subject
property was to widen Bridge Road as part of a larger
project creating a new highway called the South Fraser
Way adjacent to the former end of Bridge Road. An advance
payment of $83,956 was accepted by Mr. Sangha for the
market value of the land taken and other damages specified
in the Notice of Advance Payment. Pursuant to a section
3 agreement between the parties any reasonable disturbance
damages including business loss suffered by Can-Am were
deemed to be suffered by the owner of the subject property,
Mr. Sangha.
[4] The claimants say that
construction in the vicinity of the subject property,
including the deposit of preloads of sand on the new
section of the road interfered with Can-Am's business
and that the claimants suffered a business loss. Toby
Symes, an accountant and business valuator operating
Symes Valuation Services Ltd., was retained by the claimants
to review Can-Am's books and see whether there was a
drop in sales during the relevant time frame. He compared
the actual sales during the periods that he assumed
were affected with the sales during the same months
in prior years. On the assumption that the difference
or "lost sales" were caused solely by the
project he estimated Can-Am's business loss to be in
the range of $52,000 to $104,000.
[5] The respondent denies
that the project caused any business loss. Surrey retained
Richard Crosson, an accountant and business valuator
with Blair Crosson Voyer, to provide expert evidence.
Mr. Crosson acknowledged that Can-Am had a decline in
sales in certain time frames when compared to sales
in prior years. However, he reviewed the sales summaries
and invoices in detail and tested different assumptions
which led him to conclude that the project was not the
main cause of these financial losses. Instead, Mr. Crosson
showed that the claimant's decline in sales in a particular
period coincided with a significant decline in building
activity as evidenced by the reduction in the monthly
construction values or dollar amounts recorded on Greater
Vancouver Regional District's ("GVRD") Single
Family Building Permits. Mr. Crosson concluded that
the decline in building activity in the region was a
more likely cause of the claimant's decline in sales
than the project.
[6] Thus the main issue
for the board to decide is whether the decline in sales
experienced by the claimants was due in whole or in
part to the project or whether it was due to some other
explanation such as a general drop in building activity.
[7] Evidence was heard
over several days in February and June 2003. Submissions
from counsel were made in writing and the last of these
was received on July 22, 2003.
2. BACKGROUND
2.1 Can-Am's Business
[8] Evidence about Can-Am's
business was provided by Mr. Sangha, Mr. Symes and Mr.
Crosson. Both business valuators were able to provide
evidence from their review of the financial records
including monthly sales, and with respect to Mr. Crosson,
the sales summaries and the invoices.
[9] Can-Am carried a range
of building supply products, but its primary sales were
of lumber and plywood. Mr. Sangha explained that he
attempted to maintain customer loyalty through supplying
good quality lumber rather than cutting his prices,
although he kept an eye on the competition's prices.
Most of Can-Am's business was derived by word of mouth
and Mr. Sangha did not do much advertising. Can-Am had
a number of competitors including Home Depot, Dick's
Lumber & Building Supplies, Hollyburn Lumber Company,
North Coast Forest Products and Revy Home Centres. According
to Mr. Symes the main competitors are Home Depot and
Dick's Lumber. Some of the competitors such as Dick's
Lumber and North Coast are located about five miles
from Can-Am, while Home Depot is closer. Some have been
there for 15 years or so and some such as Hollyburn
have closed.
[10] Can-Am's monthly sales
fell into two categories: sales on credit to small contractors
who maintained an account with Can-Am and cash sales
to individuals who paid for their purchases by cash
or credit card. For the period 1994 through 2001 Mr.
Crosson estimated that credit sales accounted for between
75% and 86% of annual sales. Cash sales accounted for
the balance of the business during this period. Mr.
Symes testified that this provision of credit by Can-Am
was also a factor in customer loyalty, although it resulted
in large accounts receivable. He also told us that Can-Am's
average invoice was about $1,300, with approximately
1% of the invoices being over $10,000.
[11] Mr. Sangha said that
his credit customers came from a number of municipalities
in the lower mainland including Burnaby, Surrey, Richmond,
Delta, Vancouver and North Vancouver. He described most
of his credit customers as small contractors who built
two, three or four houses a year with the building materials
from Can-Am being about $24,000 per house. This meant
that a relatively small number of customers accounted
for the majority of the sales. Mr. Crosson stated that
for the period 1997 through 1999 the 10 largest customers
accounted for 40% of Can-Am's sales, while 20 customers
made 60% of the sales and finally 50 customers accounted
for 80% of the sales. Mr. Sangha confirmed that larger
sales are always on credit and thus these repeat customers
that accounted for a considerable portion of Can-Am's
business would be credit customers.
[12] Can-Am provides delivery
service for its customers and has two trucks, a five
ton truck and a larger truck with a crane, to deliver
lumber and building supplies. It also hires additional
trucks when necessary. For customers ordering all the
materials for a house, there was evidence that suggested
between four and ten deliveries of material might be
made. Reference was made to Mr. Sangha's evidence on
discovery when he said that a credit customer might
come in three times out of ten deliveries to inspect
the building supplies offered by Can-Am. During the
hearing Mr. Sangha testified that when a prospective
customer phoned he was invited to attend at Can-Am's
premises in order to fill out an application for credit
and to inspect the lumber and other materials. He went
on to say that for future orders the existing credit
account customer might return to Can-Am's premises and
inspect the supplies when he placed an order or he might
telephone his order and request delivery. We note that
a relatively small number of the credit customers accounted
for a significant portion of Can-Am's sales. Although
the claimants tried to minimize the telephone orders
by credit customers, after considering all of Mr. Sangha's
evidence we accept that a sizeable number of the total
credit account sales were placed by telephone, followed
by delivery by Can-Am.
[13] Monthly sales showed
a high degree of volatility, both between different
months in the same year and in the same months in different
years. For example in 1996 the highest monthly sales
was $279,620 (July) and the lowest was $19,723 (December).
This large variation does not appear to be a predictable
seasonal variation because July sales in 1994 and 2000
were amongst the lowest for those years being $76,201
and $49,067 respectively, and sales in December 1995
were $260,380, which was the highest monthly total in
that year. This volatility may be partly explained by
the fact that we were told that a number of sales to
a credit customer over a period of months were sometimes
accumulated and recorded as a single sale under a single
date.
[14] Can-Am's fiscal year
ends on July 31. Annual sales on both a calendar and
a fiscal year basis, together with year to year changes,
were as follows:
| |
Calendar
Year |
Year
ending July 31 |
| |
$ |
% |
$ |
% |
| 1994 |
1,449,939 |
|
1,354,902 |
|
| 1995 |
1,452,421 |
0.1 |
1,427,522 |
5.4 |
| 1996 |
1,148,253 |
-20.9 |
1,321,375 |
-7.4 |
| 1997 |
1,432,386 |
24.7 |
1,350,753 |
2.2 |
| 1998 |
1,103,827 |
-22.9 |
1,213,385 |
-10.2 |
| 1999 |
1,219,319 |
10.5 |
1,003,946 |
-17.3 |
| 2000 |
1,184,382 |
-2.9 |
1,215,913 |
21.1 |
| 2001 |
1,328,248 |
12.2 |
1,409,787 |
15.9 |
There is a reasonable degree of stability
in these annual sales, the highest year over year changes
being a 24% increase in calendar year sales in 1997
and a 21% increase in fiscal year sales in 2000.
2.2 Chronology of the
Project
[15] We heard evidence
about the project from Brian Snow, the civil engineer
from Web Engineering Ltd., who was the project manager.
There were also a large number of photographs and various
inspection reports from the project that were put into
evidence. Mr. Coates, counsel for the claimants, had
prepared a detailed chronology based on information
in the different types of reports and Mr. Snow had prepared
a more general summary of the different stages in the
project. Mr. Sangha was asked to comment on various
aspects of the chronologies, but not surprisingly, his
evidence was quite general. His observations about the
effect of the project on Can-Am's business will be dealt
with below.
[16] Can-Am's property
is on the east side of Bridge Road some 91 metres (300)
feet north of the intersection of Old Yale Road and
Bridge Road. Beyond Can-Am the elevated track for Skytrain
crosses Bridge Road as well as the Southern Railway.
Across Bridge Road was another business, West Coast
Cedar. Before the project the south end of Bridge Road
ended at Old Yale Road. Part of the project was to create
a new highway, South Fraser Way, to the south of Old
Yale Road. Bridge Road was widened and realigned to
become in effect an extension of South Fraser Way. The
new part of Bridge Road was on the east side of the
existing Bridge Road, adjacent to Can-Am's property.
This new section was built partly on the former right
of way on the east side of the existing Bridge Road
and partly on the takings from Can-Am and from adjacent
property owners. In other words Bridge Road was wider
and closer to Can-Am's main building after the project
than it was before.
[17] Mr. Sangha testified
that Can-Am's customers came south on Scott Road to
Old Yale Road where they turned right (west) and after
proceeding a few blocks on Old Yale Road turned right
again (north) on Bridge Road for 91 metres (300 feet)
to Can-Am's driveway. Very few came south on Bridge
Road and thus the significant access for Can-Am was
Bridge Road between Old Yale Road and Can-Am's driveway.
Can-Am has a large main building and various sheds and
piles of lumber in the yard. There is a 9.1 metre (30
foot) sign near the back of their property and a 4.6
metre (15 foot) sign near the front of their property.
This 4.6 metre sign had to be relocated closer to the
main building as a result of the taking. The corner
property at Old Yale Road and Bridge Road was vacant
with some shrubs and trees. This meant that for a vehicle
driving on Old Yale Road and approaching Bridge Road,
a driver looking to the right could glimpse Can-Am's
signs and buildings through the vegetation.
[18] Since the ground in
this vicinity contained a lot of peat it was necessary
to preload the new area that was to be paved as part
of the new Bridge Road with sand. A load of sand sitting
on the ground for a number of months would compress
the soil so that when paving did occur, any further
settlement would be minimal.
[19] During the hearing
there were objections made about the accuracy of the
two chronologies and questions were put to Mr. Snow
by both counsel. In fact, the two chronologies were
relatively similar and having reviewed the inspection
reports and heard the evidence of Mr. Snow both in chief
and in cross-examination, we accept the following account
of the project.
[20] The first step was
clearing the former right of way and the newly acquired
properties in the vicinity of the subject property of
vegetation and debris. The next step was to construct
a haul road on the east side of Bridge Road between
the ditch and the new property line so that trucks could
bring in the sand to preload the area for the new part
of Bridge Road with sand. Before the preload was deposited
drainage works for the new road including culverts were
installed. The preload of sand was placed between the
haul road and Bridge Road, so that it was directly adjacent
to the paved portion of Bridge Road. It was applied
in three stages of about one metre each, but with settlement
the final third stage was applied so that it was 2.4
metres above the final road level. Since the final road
level was between 0.3 and 0.6 metres above the original
ground level the final preload of sand was about 2.9
metres above the existing ground. The driveway into
Can-Am was maintained via a gap in the preload wall
of sand framed by concrete blocks 1.5 metres high. Although
trucks delivered the sand for the preload using the
haul road (rather than Bridge Road), on the days that
each preload stage was applied, the traffic on Bridge
Road was single lane in alternating directions with
a flag person. Otherwise, for most if not all of the
time, both lanes of the existing Bridge Road remained
open. The three stages of preload were left in place
for about six months and then were removed. During this
time there was a 2.9 metre wall of sand adjacent to
Bridge Road on the east side running from the intersection
of Old Yale Road north to the railway tracks beyond
Can-Am.
[21] After the preload
was removed, a gravel road base was constructed for
the new portion of Bridge Road and then was paved with
a base level and a final overlay. The existing Bridge
Road was fully open through most of this time, though
there were periods of single lane traffic in alternating
directions during specific construction activities.
[22] The project in the
vicinity of the subject property commenced in mid June
1997, and was completed by early April 1999. Some of
the inspection reports were missing. Mr. Snow listed
about 20 more days on which work on the project affected
the Can-Am site than were on Mr. Coates' chronology.
There were no inspection reports for these extra dates
but we accept his evidence that this work occurred.
Mr. Coates suggested that there should have been more
than the one day recorded of March 23, 1998 for placement
of stage 3 preload, since placement of stage 1 occurred
over five days and stage 2 occurred over eight days.
This question was not put to the engineer, Mr. Snow,
who listed this work for placement of stage 3 preload
as taking one day. We do not know what was involved
in placing the various stages of preload and what other
activities may have been done at the same time. In the
circumstances we accept two further days of construction
activity in March 1998 for the placement of stage 3
preload. Thus, the key dates affecting the 91 metres
(300 feet) of Bridge Road between Old Yale Road and
the Can-Am site were as follows:
| |
June 19-26, 1997
(4 days) |
clearing of vegetation and debris
in the contract extension zone on the east side
of Bridge road began; |
| |
June 24-26, 1997
(2 new days)* |
construction of haul road on
the east side of Bridge Road; |
| |
Dec 2-16, 1997
(11 days) |
excavation for installation of
drainage works and ditches; single lane traffic,
alternating directions; |
| |
Dec 16-21, 1997
(4 new days)* |
placement of stage 1 preload;
single lane traffic, alternating directions; |
| |
Dec 22, 1997
(1 day) |
patching of Can-Am driveway |
| |
Jan 5, 1998
(1 day) |
pipeline excavation in front
of Can-Am; |
| |
Jan 26-Feb 4, 1998
(8 days) |
placement of stage 2 preload;
single lane traffic, alternating directions; |
| |
Mar 23, 1998
(1 day + 2 prior days) |
placement of stage 3 preload;
single lane traffic, alternating directions; |
| |
Apr 8, 1998
(1 day) |
paving repair in patches of edge
of Bridge Road; |
| |
July 24, 1998
(1 day) |
excavation of sand; |
| |
Oct 6-Nov 3, 1998
(21 days) |
removal of preload; installing
and compacting of gravel road base; |
| |
Nov 25-27, 1998
(3 days) |
pile driver at trestle bridge
north of Can-Am site; |
| |
Dec 17, 1998
(2 hours) |
patching of Bridge Road north
of Can-Am site for storm sewer; single lane traffic,
alternating directions; |
| |
Jan 25, 1999
(1 day) |
existing asphalt milled; single
lane traffic, alternating directions; |
| |
Feb 1, 1999
(1 day) |
paving to Can-Am driveway; single
lane traffic, alternating directions; |
| |
Feb 2-3, 1999
(2 days) |
installation of gravel road base
north of Can-Am driveway; single lane traffic, alternating
directions; |
| |
Apr 6, 1999
(1 day) |
final overlay of paving; single
lane traffic, alternating directions; |
| |
Apr 7, 1999 |
newly widened Bridge Road opened. |
| |
*
More than one activity was recorded on some days.
In order to keep the total number of days accurate
we have listed only the number of new days that
had not previously been listed for an earlier activity,
rather than the total days on which that activity
occurred. |
2.3 Dollar value of
GVRD single family residential building permits
[23] Mr Crosson provided
details from Statistics Canada of the dollar values
recorded on GVRD single family residential building
permits for the period January 1993 to December 2001.
They showed the following annual totals and percentage
year by year changes:
|
Calendar
Year |
Year
ended July 31 |
|
$
'000 |
% |
$
'000 |
% |
| 1994 |
1,379,287 |
|
1,318,373 |
|
| 1995 |
1,108,225 |
-19.7 |
1,190,425 |
-9.7 |
| 1996 |
1,187,256 |
7.1 |
1,177,657 |
-1.1 |
| 1997 |
1,046,007 |
-11.9 |
1,128,348 |
-4.2 |
| 1998 |
718,955 |
-31.3 |
815,201 |
-27.8 |
| 1999 |
817,649 |
13.7 |
771,507 |
-5.4 |
| 2000 |
748,749 |
-8.4 |
776,079 |
0.6 |
| 2001 |
854,135 |
14.1 |
773,709 |
-0.3 |
3. BUSINESS LOSS
3.1 Claimants' position
[24] Can-Am claims that
its business was affected by both the traffic disruption
during construction activity and the reduced visibility
of its premises due to the height of the preload sand.
Mr Sangha said that the preload, particularly the third
preload, prevented a person sitting in a vehicle from
seeing the company premises and sign. He measured the
distance between the pavement and a driver's eye level
in a number of trucks and reported the following: in
a large semi- trailer truck eye-level was 2.3 metres
(90 inches); in a pickup truck it was 2.0 metres (78
inches); and in a smaller panel truck it was 1.8 metres
(70 inches). He also reported receiving some telephone
calls when customers had questioned whether he was open
since the sand and construction activity had led them
to think otherwise.
[25] Mr. Symes, the business
valuator, was retained by Can-Am to see whether Can-Am
had suffered a business loss as a result of the project.
Based on early information from the respondent as to
the general chronology of the project he chose two periods
during which some construction activity occurred as
possible affected periods:
June 1, 1997 - February 28, 1998
and July 1, 1998 - April 30, 1999 (19 months)
Because Can-Am's sales did not return
to pretaking levels until 2000 Mr. Symes chose an alternative
affected period, assuming that the taking continued
to affect business for some months after construction
had completed:
June 1, 1997 - July 31, 2000 (38
months)
[26] Mr. Symes' methodology
was to calculate the sales lost during these two alternative
affected periods by comparing the actual sales of that
period with the sales of the same period in the year
preceding the project, (year ending May 31, 1997) and
with the average of the sales of the same period in
the two years preceding the project (average of year
ending May 31, 1996 and May 31, 1997). Based on the
representation made to him by Can-Am that there were
no factors other than the project which could have caused
a decline in sales during the affected period, he assumed
that any reduction of sales from his chosen yardsticks
were caused by the project. Mr. Symes estimated the
profit on those lost sales by applying a contribution
margin of 12%, which he calculated by an analysis of
the actual recorded operating results in Can-Am's 1992
to 1996 fiscal years. He excluded the operating results
from 1997 although the project would have had a minimal
impact because it commenced less than two months before
the end of that year. However the 1997 gross margin
is so low compared with any other year that in our opinion
it is reasonable to exclude 1997 from the calculation.
From his estimate of the lost sales and the contribution
margin, Mr. Symes estimated Can-Am's business loss in
the range of $52,000 to $104,000. This range in loss
was attributable to the two alternative estimates of
the length of the affected period, and whether the yardstick
used to calculate lost sales was the sales of the year
prior to the project, or the average of the two prior
years. Not surprisingly, the lower range of loss was
for the assumed affected periods totalling 19 months
while the higher loss was on the assumption that the
affected period was 38 months.
3.2 Respondent's position
[27] At the outset of Mr.
Crosson's evidence there was a lengthy submission by
the claimants attacking his impartiality. After listening
to cross-examination on this issue and reviewing both
Mr. Crosson's report and the cases to which we were
referred the board ruled that it found no grounds to
support exclusion of his report.
[28] Mr. Crosson had the
advantage of a much more detailed chronology of the
project when he prepared his report than was available
to Mr. Symes. Mr. Snow had provided the total number
of days of construction activity during different periods
of the construction between June 19, 1997 and April
7, 1999. Mr. Crosson provided a table of these figures
as follows:
| |
Days worked |
Days in period |
| June 19, 1997 - December 1, 1997 |
7 |
166 |
| December 2, 1997 - February 4,
1998 |
23 |
62 |
| February 5, 1998 - October 5,
1998 |
3 |
246 |
| October 6, 1998 - November 3,
1998 |
21 |
29 |
| November 4, 1998 - April 6, 1999 |
9 |
154 |
[29] Mr. Crosson did not
dispute Mr. Symes' finding that Can-Am's total sales
declined during some of the time when construction activity
for the project had occurred in comparison to sales
in prior years. However, he did question Mr. Symes'
assumption that there were no other factors to explain
this decline but the project.
[30] Mr. Crosson started
with the hypothesis that if construction activity and
lack of visibility did affect Can-Am's sales, he would
expect cash sales to be more significantly affected
than credit sales. This was because his analysis of
the sales summaries and invoices showed that a relatively
few number of credit customers accounted for a significant
proportion of the sales and that they were repeat customers.
More of the cash customers were one time or occasional
purchasers. He reasoned that repeat customers were less
likely to be deterred by the construction activity and
the reduced visibility than a non-repeat customer. In
addition, he assumed that a significant proportion of
the orders by repeat credit customers were made by telephone
and were delivered to the customer's building site by
Can-Am. Mr. Crosson divided Can-Am's sales into cash
sales and credit sales for the period August 1993 to
December 2001 and the calendar year cash sales were
as follows:
| Calendar year |
$ |
| 1994 |
327,699 |
| 1995 |
347,582 |
| 1996 |
199,856 |
| 1997 |
194,506 |
| 1998 |
261,569 |
| 1999 |
301,257 |
| 2000 |
296,070 |
| 2001 |
308,091 |
[31] Mr. Crosson examined
cash sales in three different ways to test his hypothesis:
i To see whether the disruption
of construction activity caused a decline in cash
sales he isolated the cash sales in those three months
that showed the highest number of days of construction
in the vicinity of Can-Am. These were December, 1997;
January 1998 and October 1998. He compared the cash
sales for those three months with the cash sales for
the same three months in the prior year and in the
average of the two prior years. (Mr. Crosson used
the yardstick of prior year rather than the pre-project
year for his comparison with actual sales.) He found
that cash sales in two out of three of these affected
months were higher than the same months in prior years.
ii To see whether the reduced visibility
of Can-Am's site caused a decline in cash sales he
isolated the cash sales during those months from February
through October, 1998 when stage 2 or stage 3 preload
were in place. He compared the cash sales during this
nine month period for the same period in the prior
year and in the average of the two prior years. He
found that the cash sales were higher than the same
months in prior years.
iii To see whether there was a downward
sales trend beginning with the construction activity
in June 1997 he graphed the cash sales from June 1994
through December 2001. Because there was a dramatic
variation in monthly cash sales, he graphed the moving
average of the previous twelve months cash sales.
This graph showed that the average monthly cash sales
fell steadily from more than $30,000 in April 1995
to approximately $15,000 in February 1997, were then
generally flat at that level until April 1998 when
they began to increase peaking at just under $30,000
in June 2000. In other words the cash sales began
to fall two years before work on the project started.
These analyses showed that Can-Am's
cash sales remained stable or increased during the project.
Mr. Crosson stated that they did not support a conclusion
that cash sales were negatively impacted by either construction
activity or reduced visibility or the project in general.
[32] Mr. Crosson repeated
the comparisons for Can-Am's total sales. In a similar
fashion to the cash sales the total sales for December
1997, January 1998 and October 1998 were higher than
for all those months in the prior year and for two of
those months in the average of the two prior years.
However, the total sales for the period February through
October 1998 were significantly lower than for the same
period in the prior year or in the average of the two
prior years. When the overall trend was examined, as
indicated above, Mr. Crosson found that Can-Am's total
sales declined in 1998.
[33] Mr. Crosson's analyses
satisfied him that any reduction in sales during the
project (or during portions of the project) was attributable
to credit sales to contractors, rather than to cash
sales. However, he made the assumption that it was likely
that credit sales to small contractors would be affected
by the residential real estate market as measured by
construction values on residential building permits.
He compared the reduction in construction values in
the period of reduced visibility from February 1998
through October 1998 when the preload was in place with
the same period in the prior year and in the average
of the two prior years. He then compared the decline
in Can-Am's total sales with the decline in construction
values on building permits under both yardsticks. He
found the following:
| |
Decline in
Total Sales |
Decline in
Const. $ |
| Feb - Oct 1998 / prior year |
28% |
32% |
| Feb - Oct 1998/ av. of 2 prior
years |
23% |
36% |
Mr. Crosson concluded that the reduction
in sales sustained by Can-Am during the period of reduced
visibility because of the preload could be explained
by the overall decline in building activity as evidenced
by the GVRD statistics.
3.3 Admission of Rebuttal
Evidence
[34] In rebuttal to Mr.
Crosson's opinion as a business valuator that the more
likely cause of the decline in sales was the decline
in construction activity the claimants called a mathematician,
Edward Mansfield of Grant Thornton as an expert in statistical
analyses. Dr. Mansfield prepared regression analyses
comparing the annual calendar year and fiscal year sales
of Can-Am with the GRVD statistics for the dollar values
listed on building permits. The respondent objected
to this expert evidence being admitted because it had
received no notice of it. It pointed out that Mr. Crosson's
report had been provided to the claimants on or about
January 4, 2003, some six weeks prior to the hearing
commencing on February 17, 2003 (although it had originally
been scheduled to proceed earlier). There had also been
a three month delay between Mr. Crosson's examination
in chief on February 21, 2003 and his cross-examination,
which occurred on June 9, 2003. It was not until Mr.
Crosson's cross-examination had been completed on June
9, 2003 and the respondent's case had closed that the
claimants provided Dr. Mansfield's report dated June
6, 2003 to the respondent and sought to call Dr. Mansfield
in rebuttal. Mr. Capuccinello submitted that without
any notice he had no opportunity to prepare to cross-examine
a mathematician. The board heard Dr. Mansfield's evidence
and reserved its ruling on admissibility.
[35] We were provided with
case law by counsel as to the admissibility of this
evidence. Mr. Coates, counsel for the claimants, referred
us to Pedersen v. Degelder (1985), 62 B.C.L.R.
253 (S.C.); Kroll v. Eli Lilly Canada (1995),
5 B.C.L.R. (3d) 7 (S.C.); and Kelley v. Kelley
(1995), 20 B.C.L.R. (3d) 232 (S.C.). Mr. Capuccinello,
counsel for Surrey, referred us to McPhee v. British
Columbia (Ministry of Transportation and Highways)
2003 BCSC 781.
[36] We have reviewed these
authorities and note that some of them turn on the issue
of Rule 40A of the Rules of Court replacing the provisions
in the Evidence Act, R.S.B.C. 1996, c. 124 with
respect to notice requirements for expert evidence.
We note that the board, unlike the Supreme Court, continues
to operate under the Evidence Act and is not
governed by Rule 40A. Therefore the discussions on this
narrow issue of applicability under Rule 40A are of
no relevance to us, although the cases do set out the
general principles for rebuttal evidence. Proper rebuttal
evidence does not necessarily need to comply with the
normal notice requirements for expert evidence. We note
further that the board has discretion to abridge any
time limits, including those set out in the Evidence
Act.
[37] In Kelley Williamson
J. commented on counsel's submission that consideration
should be given to the policy reasons for requiring
notice of expert evidence which were to prevent parties
being taken by surprise and to allow them to make proper
preparation. Counsel wanted the judge to order that
he be provided with the gist of the rebuttal evidence
in advance. At p. 235 Williamson J replied that "where
possible counsel should share that sort of information."
Nonetheless, he refused to order that this be done.
Similarly Saunders J. in Kroll said at p. 9 that
"While it will often be desirable that notice of
such evidence be provided to a party prior to a commencement
of trial
such notice is not required." However,
we note that in both of these cases the order to admit
rebuttal evidence was being sought in an earlier stage
of the hearing and the person from whom rebuttal evidence
was sought was already an expert witness at the hearing.
The party seeking to adduce this evidence merely wanted
their expert to go beyond his report and comment on
and rebut the opinion of a similarly qualified expert
on the other side. Therefore any problems arising from
being taken by surprise were of a lesser degree than
in the present case.
[38] In McPhee Stromberg-Stein
J. refused to admit the bulk of the additional expert
evidence sought to be entered by the plaintiffs following
the close of the both parties' cases. The expert opinions
sought to be entered as rebuttal were to do with issues
on which the plaintiff had an onus and Stromberg-Stein
J. said that they ought to have been part of the plaintiff's
case. Further she noted that the two experts had been
retained three to six months in advance of the trial.
The plaintiff had had the defendant's expert opinion
60 days before the start of the trial and that expert
in his testimony had not gone beyond his report in any
significant way. Finally, Stromberg-Stein J. commented
on the fact that no legal authority had been provided
in which admissibility of rebuttal evidence had been
sought at this stage of a trial, after both parties
had closed their case.
[39] In this case there
is some similarity to the facts in McPhee. Although
Dr. Mansfield's report is proper rebuttal evidence in
answer to Mr. Crosson's expert opinion, the issue of
whether any drop in sales was caused by the construction
activity or the reduced visibility is one on which the
claimants have to satisfy us on the balance of probabilities.
Mr. Crosson's report was provided some considerable
time before June 9, 2003 when Dr. Mansfield's report
was sought to be admitted and Mr. Crosson's testimony
did not go beyond his report to any significant degree.
In addition, the claimants sought to adduce the rebuttal
evidence after both sides had closed their cases. None
of the other cases to which we were referred, and which
admitted the rebuttal evidence, dealt with rebuttal
evidence after both sides had closed their case.
[40] On the other hand,
Mr. Crosson's report was served late with respect to
the original scheduled hearing date (Mr. Coates having
agreed to this late service). Further, Mr. Coates had
limited ability to seek expert evidence from a different
type of expert to rebut Mr. Crosson's report prior to
the February hearing as he was seriously ill during
most of this time. In the week following the February
hearing Mr. Coates had major surgery with a lengthy
recovery and therefore continued to be hindered in obtaining
expert rebuttal evidence. Dr. Mansfield's report was
dated June 6, 2003, which was the Friday before the
evidence was concluded on June 9, 2003.
[41] McPhee provides
some authority for excluding the report. The complete
lack of notice meant that the respondent faced some
prejudice in its ability to cross-examine. At a minimum
it would have been good practice in these proceedings
for Mr. Coates to have advised Surrey prior to June
9, 2003 and the closing of the respondent's case that
he was seeking rebuttal evidence as to the correlation
between Can-Am's sales and construction values from
a mathematician. However, after considering all the
circumstances, we have decided to admit Dr. Mansfield's
expert report. The potential prejudice faced by the
respondent is accommodated by other evidence that tests
the scope of Dr. Mansfield's opinion. If we are wrong
in admitting the report the fact remains that given
the other evidence we have accorded it little weight.
[42] Dr. Mansfield found
that the correlation between Can-Am annual sales and
annual building permit data over the period 1994 through
2001 was 0.57 or 0.61, depending on whether the analysis
was done on fiscal year end or calendar year end. He
stated that this low correlation indicated that the
two sets of data were not strongly correlated. A regression
analysis produced an adjusted R-squared value of 0.22
and 0.27, which was low enough he said to imply little
or no relationship between the two data sets.
3.4 Analysis
[43] We accept Mr. Sangha's
evidence that the project caused some inconvenience.
There is no dispute that Can-Am's sales declined during
certain periods between June 1997 and April 1999. Mr.
Symes and Mr. Crosson agreed on the general methodology
of estimating "lost sales" and resulting loss
in profits by looking at sales in prior years, although
they used slightly different yardsticks for their comparison.
The issue is how much of the business loss from these
"lost sales" is attributable to the construction
activity or the reduced visibility during the project.
3.4.1 Construction activity
[44] The claimants say
that one of the causes of reduced sales and resulting
business loss was construction activity in the vicinity
of Can-Am's site. We largely agree with Mr. Crosson's
listing of the number of days of construction activity
in different periods of the project. The chronology
for the project that we have accepted differs by only
one or two days in either direction. We agree that there
were relatively few days of actual construction activity
during the almost two year project.
[45] The months we have
accepted as having the most road construction activity
in descending order were October 1998 (19 days), December
1997 (16 days), January 1998 (6 days), June 1997 (6
days) and November 1998 (5 days). The impact of the
road construction on total sales using Mr. Crosson's
methodology was as follows:
| |
#
of days |
Affected
month |
Prior
year |
Average
2 prior years |
| October 1998 |
19 |
$ 96,299 |
$ 66,615 |
$ 86,218 |
| December 1997 |
16 |
$118,619 |
$ 19,723 |
$140,052 |
| January 1998 |
6 |
$ 69,785 |
$ 52,886 |
$ 38,764 |
| June 1997 |
6 |
$151,464 |
$107,493 |
$132,923 |
| November 1998 |
5 |
$111,824 |
$ 58,856 |
$ 64,607 |
| Total |
|
$547,991 |
$305,569 |
$462,564 |
Total sales for these five months
with the most road construction activity were generally
much higher than in prior years. The same was true for
cash sales. Much of this construction activity occurred
on the haul road, on the prospective new portion of
Bridge Road, and north of the Can-Am driveway and not
on the existing Bridge Road between Old Yale Road and
Can-Am driveway. Only one of these five months (October
1998) was one in which stage 2 and 3 preload were present.
There were 10 months during the total project period
from June 1997 through April 1999 when there was no
construction activity in the vicinity of Can-Am and
other months had only one or two days of construction.
We note that Mr. Sangha told us that access by customers
and deliveries to the site were never cut off. While
there is some problem with volatility in the monthly
sales we are satisfied from the bulk of the evidence
that construction activity near Can-Am in itself did
not cause a loss in sales.
3.4.2 Reduced visibility
[46] The claimants also
say that one of the reasons for a decline in sales and
loss in profits was the reduced visibility of Can-Am's
premises as a result of the preload and the perception
that the road and/or the business was closed. The second
preload was in place near the beginning of February
1998 and the third preload by approximately April 1,
1998. Both were removed by approximately October 31,
1998. Thus for the period February 1 - October 31, 1998
there was a 2 to 3 metre high wall of sand in front
of Can-Am's business, running from Old Yale Road to
north of Can-Am's driveway. Mr. Sangha told us that
the eye levels of truck drivers were between 1.8 and
2.3 metres above ground level depending on how big the
truck was. While glimpses of the Can-Am site and the
4.6 and 9.1 metre signs could be seen off to the right
by a vehicle driving along Old Yale Road before it got
to the intersection with Bridge Road, once the vehicle
was at the intersection of Old Yale Road and the original
Bridge Road there was a wall of sand to the right of
the vehicle that was 2 to 3 metres high and some 20
metres wide at that point. If the driver turned right
and drove up Bridge Road he would have a difficult time
seeing over the 2 to 3 metre high wall of sand that
ran parallel to and alongside Bridge Road, and it was
not until he had gone 91 metres (300 feet) along Bridge
Road that he would come to the breach in the wall of
sand for Can-Am's driveway and be able to see Can-Am's
business premises. While Can-Am's 4.6 metre (15 foot)
sign and 9.1 metre (30 foot) sign were taller than the
preload, the relative location of the driver and the
signs did not necessarily mean that the driver could
see them and be assisted by them at the relevant place.
Can-Am requested an additional sign for its business
to assist customers coming to its premises when the
preload wall of sand was in place. Can-Am had installed
its own home-made sign on a railway bridge but it had
been removed (likely by the railway). In answer to Can-Am's
request Surrey installed a sign on the west side of
Bridge Road opposite Can-Am's driveway.
[47] Mr. Sangha testified
that he remembered receiving some telephone calls enquiring
whether Can-Am was open from customers who had encountered
the construction site. We were referred to some discovery
evidence in which Mr. Sangha said that these calls would
have been from cash customers. However, Mr. Sangha also
recalled one regular credit customer who telephoned
after seeing a Can-Am truck near the Home Depot site
one Sunday and enquired whether Can-Am continued to
remain open during the construction. Other than this
incident, Mr. Sangha was unable to recall any particular
conversation or any customer's name.
[48] After reviewing all
of the documents and testimony relating to reduced visibility
we conclude that overall, the evidence for loss of potential
customers is relatively weak. However, we do accept
that it is probable that some potential customers who
approached Can-Am's site and arrived at the corner of
Old Yale Road and Bridge Road between February and October,
1998 and encountered the wall of sand developed the
perception that the road and/or the business was not
open and turned around.
3.4.3 Causes of Can-Am's
loss of sales and profits
[49] Mr. Symes assumed
that all of the lost profits for his selected affected
periods were as a result of the project. As indicated
above Mr. Crosson reviewed the sales summaries and the
invoices to see whether they were consistent with this
explanation.
[50] Mr. Crosson showed
that cash sales during the period when stage 2 and 3
preload were in place between February and October 1998
were considerably higher than the same period in the
prior year or the average of the two prior years. The
cash sales, in comparison to the credit sales, have
more of the non-repeat customers and less of the telephone
orders followed by Can-Am delivery. Mr. Sangha said
that the telephone enquiries would have been from cash
customers, although he described at least one from a
former credit customer. We agree with Mr. Crosson that
it is reasonable to expect that the cash sales with
a larger proportion of non-repeat customers and local
homeowners would be more likely to show an effect from
the reduced visibility and the wall of sand. The fact
that the cash sales did not decline, and in fact, significantly
increased during this period, supports the likelihood
of other factors than the project affecting sales.
[51] Mr. Crosson looked
at particular credit customers and their purchases during
the time of the project. He told us that in July 1996,
which Mr. Symes used as the yardstick for measuring
losses in every subsequent July, $175,000 of the total
credit sales of $269,000 were made by just five customers.
In July 2000, some 20 months after the preload had been
removed and some 15 months after the widened Bridge
Road had opened, there were only $20,000 in credit sales
and the five largest customers accounted for just $8,000.
(July 2000 accounted for the largest monthly loss of
about $214,000, in one of Mr. Symes' estimations, although
his model said that the project ceased to have an effect
the very next month, in August 2000.) Mr. Crosson also
told us that in fiscal 1997, Can-Am's largest customer,
Marine Roofing, made sales of $112,000, or about 10%
of the total credit sales. In fiscal 1999, which would
include three of the months during which the preload
was in place, Marine Roofing only made purchases totalling
$30,000. Marine Roofing made purchases in almost every
month throughout the period in which the project was
constructed but it purchased less than it had in fiscal
1997. This evidence underscores the effect of Can-Am's
relatively small number of credit customers on its overall
sales. As noted above Mr. Crosson had calculated that
only 10 customers accounted for 40% of Can-Am's sales;
while 20 customers accounted for 60%.
[52] In seeking to explain
why Can-Am's credit sales dropped during February through
October, 1998 when the preload was in place, Mr. Crosson
found a decline in construction values on GVRD building
permits during this period that was even greater at
between 32% and 36% than the decline in total sales
which was between 23% and 28%. As a result he said that
the decline in construction values was more than enough
to explain the decline in sales and any business loss.
Dr. Mansfield, the mathematician, stated that his two
statistical analyses showed no relationship between
Can-Am's yearly sales and yearly construction values
on building permits. Mr. Symes, in rebuttal, confirmed
that he would have only attributed a decline in sales
to a decline in construction values if the two sets
of data had showed a statistically acceptable fit. The
claimants said that as a result Mr. Crosson's conclusion
was flawed.
[53] In response to Dr.
Mansfield's findings we make a number of points. First
we note that Mr. Sangha acknowledged the self evident
fact that any retail business such as Can-Am works within
a market. Second, Mr. Crosson testified in chief as
well as in cross that he would not expect a 100% correlation
between construction values and Can-Am's sales. There
would be other factors affecting Can-Am's sales, and
Mr. Crosson commented in particular on the disproportionate
effect on sales by a small number of credit customers,
some of whom might not be representative. We note that
Can-Am's sales increases with accompanying low gross
margins in 1997 and 2000 suggest that changes in pricing
and variations in the gross margin could also affect
sales. Third, in answer to a question by one of the
panel numbers during the hearing Mr. Crosson said that
he would expect a lag between construction values and
sales since the application for a building permit on
which the construction values are recorded is at the
beginning of a project and the sales of materials to
actually construct the project would usually be spread
out over a number of subsequent months. We compared
Can-Am's trailing annual credit sales with the trailing
annual construction values on GVRD building permits
for each of the months between January 31, 1996 and
December 31, 2000. This is the same technique used by
Mr Crosson to determine a trend in cash sales and it
minimizes the volatility found in Can-Am's monthly sales.
The resulting graph attached below as Appendix 1 shows
a readily discernible similarity between the Can-Am
credit sales and the construction values on the building
permits after allowing for the delay between issuing
of the permit and the purchase of materials for various
stages of the construction.
[54] The trailing annual
construction values on the building permits in the GVRD
declined steadily during the period June 1997 to March
1998. The rate of decline increased in April 1998 and
continued at a higher rate until July 1998 when it began
to stabilize, finally reaching bottom in March 1999.
Can-Am's trailing annual credit sales remained high
relative to their historical levels during the period
June 1997 to January 1998, being the first seven months
of the project, before stage 2 and 3 of the preload
were in place. Can-Am's credit sales then declined steadily
from January 1998 until May 1999 when they began rising.
The graph shows that both Can-Am's trailing annual credit
sales and the GVRD construction values declined at an
approximately similar rate during 1998, with Can-Am's
decline in credit sales occurring some two to five months
behind the construction values on the building permits.
The construction values began to rise slowly in March
1999 while Can-Am's credit sales rose at a faster rate
beginning in May 1999.
[55] It is true that the
graph shows Can-Am had unusually high credit sales in
1997. However, these high sales may be a reflection
of the extremely low gross margin in that year (6.35%
compared to 22.11% in 1996 and 21.46% in 1998). Similarly
the somewhat higher credit sales in 2000 are also associated
with a lower gross margin (12.71% compared to 26.03%
in 1999 and 26.44% in 2001). These two periods when
the credit sales are not tracking the construction values
in the same manner may be because of low prices suggested
by the unusually low gross margins at those times.
[56] In any event, we are
satisfied that Can-Am's credit sales are affected by
the construction values on GVRD building permits. Construction
values on building permits for single family residences
throughout Vancouver declined significantly during the
time of the project. We acknowledge that there is not
an exact correlation between construction values and
Can-Am's credit sales for the reasons listed above but
nonetheless the construction values for single family
residences are one of the main indicators of the market
in which Can-Am's credit sales occur. Although credit
sales declined more than total sales, we agree with
Mr. Crosson that the general decline in construction
of single family residences is sufficient to account
for most, if not all, of the decline in sales experienced
by Can-Am during this period. The observations about
Marine Roof's decline in sales and the decline in sales
by the top 5 customers are consistent with this conclusion.
Surrey is not responsible for the general decline in
construction of single family residences.
[57] We note that Can-Am's
trailing cash sales did not exhibit the same pattern
as they showed a marked decline beginning in January
1996, some eighteen months earlier than the decline
in construction values (and two years in advance of
the decline in credit sales). The cash sales were stable
throughout most of 1997 and the early phases of the
project and rose during 1998 and 1999, when the preload
was in place and the project was completed. The fact
that cash sales were increasing significantly through
this period is inconsistent with the project being the
general reason for a significant decline in sales.
[58] However, we have accepted
that there were some customers who were deterred from
attending at Can-Am during the time the preload was
in place. While the general decline in construction
of single family residences in Greater Vancouver was
enough to account for most, if not all, of the decline
in Can-Am's sales, Can-Am is entitled to nominal damages
for the loss of some potential customers.
3.4.4 Length of the
affected period
[59] Mr. Symes's two alternative
affected periods of 19 months (in two separate chunks
between June 1997 and April 1999) and 38 months (between
June 1997 and July 2000) were based on preliminary information
from Surrey that turned out to be too general. The only
reason given by Mr. Symes for his longer affected period
was that Can-Am sales did not reach pre-taking levels
until the fiscal year ending July 2001. In argument,
Mr. Coates, on behalf of the claimants, appeared to
concede that the latest date for any effect of the project
was the date for the opening of the widened Bridge Road
in early April 1999. We agree that we were not provided
with any evidence to support any effect of the project
following April 1999.
[60] Mr. Capuccinello submitted
that the evidence did not support any effect during
the early stages of the project before the second preload
was in place in February 1998. Can-Am's total sales
between June 1997 and January 1998, prior to the stage
2 preload, were about the same as those in prior years.
They were slightly higher than the prior year, and slightly
lower than the average of the two prior years. Three
of the eight months during this period were ones in
which we have found the greatest number of days of road
construction activity. However, we have already concluded
that the evidence does not support road construction
activity on its own having an impact on Can-Am's sales.
There was no evidence that indicated customers were
deterred during this particular phase. The onus is on
the claimants to prove any business loss. We conclude
that the evidence we were given does not support any
loss in sales during the early stage of the project
between June 1997 and January 1998.
[61] This leaves us with
the period between February and October 1998 when stage
2 and stage 3 preloads were in place and the period
between November 1998 and early April 1999 when the
new road was paved. We have found that there was a decline
in credit sales throughout both these periods, although
there was a steady increase in cash sales. The decline
in credit sales followed a few months behind a similar
decline in construction values on building permits for
single family residences in the GVRD. We have accepted
that there were some customers deterred by the wall
of sand in front of the premises during the period February
through October 1998. Between November 1998 and early
April 1999 the new portion of Bridge Road was paved
on eleven scattered days during these six months. As
indicated above we have previously concluded that the
evidence does not support road construction activity
on its own having an impact on Can-Am's sales. The widened
Bridge Road was opened on April 7, 1999. We find that
the primary time frame in which the project may have
affected Can-Am's sales is while the preload was in
place between February and October 1998. There is less
evidence of possible deterrence between November 1998
and April 7, 1999.
3.5 Conclusion of Loss
[62] Using Mr. Symes' methodology
with his yardstick of pre-project sales for comparison,
we calculate the "lost profits" for the period
February through October 1998 when the preload was in
place to be between $31,000 and $49,000 for a midpoint
of $40,000. Having concluded that there is no evidence
to support a loss of sales to February 1998, and thus
applying Mr. Crosson's methodology with his yardstick
of prior year sales for comparison, we calculate the
"lost profits" for the period to be between
$16,000 and $33,000 for a midpoint of $25,000. The large
variations in these calculations of "lost profits"
are due to the volatility in the monthly sales and the
high sales which may be associated with low prices and
attendant low gross margins in fiscal 1997.
[63] The onus is on the claimants not only
to estimate an alleged loss but to establish that it
is directly attributable to the taking or resulting
from the project. After reviewing all the evidence we
have concluded that during the relevant time frame there
was a significant decline in construction of single
family residences throughout greater Vancouver that
was sufficient to account for most, if not all, of the
decline in Can-Am's sales and alleged business loss.
We have rejected the claimants' contention that the
only reason for lost sales was the project. Nonetheless
we have accepted that some potential customers were
deterred by the preload of sand and Can-Am is entitled
to nominal damages for the loss of these prospective
customers. The claimants were not able to point to any
particular customer that was lost. The fact that cash
sales during this period were increasing undermines
the general deterrent effect of the project. In all
the circumstances and doing the best we can to attribute
decline in total sales between the project and the decline
in construction of single family residences, we conclude
the nominal damages for business loss as a result of
the project to be $5,000. Pursuant to the section 3
agreement an award in this amount is made to Sam Sangha.
4. INTEREST
[64] We have awarded the
claimants a total of $5,000 for business losses. This
is in addition to the advance payment of $83,956 that
was paid in 1996, which the claimants accepted in settlement
of the claim for the land taken and other expenses.
Under section 46(1)(b) of the Act, we consider that
it is reasonable that interest is payable on $5,000
from the approximate midpoint of the business losses,
July 1, 1998, until paid. Interest is to be calculated
annually at the rates specified in section 46(2) and
(3).
[65] Section 46(4) provides:
If the amount of the payment under
section 20(1) or (12) or otherwise is less than 90%
of the compensation awarded, excluding interest and
business loss, the board must order the expropriating
authority to pay additional interest, at an annual
rate of 5%, on the amount of the difference, calculated
from the date that the payment is made to the date
of the determination of compensation.
Under section 46(4) additional interest
is payable if the advance payment under section 20(1)
or (12) is less than 90% of the compensation awarded,
excluding interest and business loss. In this case the
compensation awarded is $5,000. As in Chivers v British
Columbia (Minister of Transportation) unreported
August 12, 2003, ECB # 12/00/240, there are two problems
with the applicability of section 46(4) in this case.
First, the compensation awarded of $5,000 is for a business
loss and section 46(4) purports to exclude business
losses. However, in Sequoia Springs West Development
Corp. v. British Columbia (Minister of Transportation
and Highways) (2000), 71 L.C.R. 153 this board found
that business losses excluded under section 45(4) should
be construed restrictively to mean business losses following
relocation of a business under section 34(3). In our
opinion, the business losses that are excluded under
section 46(4) should be the same ones as excluded under
section 45(4). See Pay Less Gas Co. (1972) Ltd. v.
British Columbia (Minister of Transportation and Highways)
(2002), 77 LCR 171 (B.C.E.C.B.). The award of $5,000
in this case is not for a business loss that should
be excluded under section 34(3).
[66] Second, it is not
clear under the formula set out in the section that
additional interest is to be paid. Ninety percent of
the compensation awarded of $5,000 is $4,500. The advance
payment did not form part of the compensation awarded
as it was accepted by the claimants in settlement of
the claim for market value of land that were taken.
The advance payment of $83,956 is not less than $4,500.
Construed strictly no additional interest is payable
under section 46(4).
[67] However, the Act as
a whole is written to encourage settlement. The claimants
should not be penalized in meeting the required percentage
under section 46(4) as a result of settling part of
the claim. In some cases the board has been asked to
make an award which includes the amount for which a
partial settlement was reached. In other cases we have
not been told the amount of the partial settlement.
We seek to rationalize this situation in a way which
does justice to the parties and accords with the underlying
purpose of these provisions. Therefore in this instance
if the amount for which the parties have partially settled
a claim is not expressly made part of the amount awarded,
then the amount of the advance payment related to the
settlement should also be excluded. See the discussion
on cost entitlement in Payless. This means that
the advance payment for business losses was nil and
the calculation in section 46(4) results in additional
interest being awarded from December 13, 1996 until
the date of this decision. This board in Richland
Farms Ltd. v. British Columbia (Ministry of Transportation
and Highways) (1991), 46 L.C.R. 66 established the
basis upon which an award for additional interest is
to be made. First, while interest under section 46(1)
compounds annually, additional interest under section
46(4) provides for simple interest only. Second, the
calculation of additional interest runs on the outstanding
difference from the date of each advance payment.
5. COSTS
[68] The claimants made
a specific submission on the level of costs to which
they were entitled. The claimants acknowledge that under
the Act and the Tariff of Costs Regulation, B.C.
Reg. 189/99 ("the Tariff"), legal costs incurred
after June 28, 1999 are to be paid pursuant to the Tariff.
However, in this case the parties had entered into a
section 3 agreement which provided that the respondent
would pay the claimants their actual reasonable legal,
appraisal and other costs necessarily incurred by them
for the purpose of asserting their claim for compensation
or damages. The claimants cite Richland Farms Ltd.
v. British Columbia (Ministry of Transportation and
Highways) (1991), 46 L.C.R. 66 as authority that
in these circumstances they are entitled to rely on
the contract for their actual reasonable legal costs.
In the alternative the claimants seek costs under the
Tariff at Scale 3 as a result of the difficult and complex
issues raised in this case.
[69] Surrey objects to
these claims. It points out that the section 3 agreement
provides that entitlement to costs shall be governed
by sections [48] and [45] of the Act. The Tariff had
not been enacted at the time of the section 3 agreement
but section 45(7) specifically anticipated the Lieutenant
Governor in Council prescribing a tariff in which case
the tariff would govern legal costs rather than the
provision for actual reasonable legal costs. Richland
Farms did not apply. As a result the claimants'
costs are governed by the Tariff and the respondent
submits that Scale 2 is appropriate.
[70] Paragraph 2.03 of
the section 3 agreement which is dated April 1997 states:
The Authority will pay to the Owner
and/or the Occupant their actual reasonable legal,
appraisal and other costs necessarily incurred by
them for the purpose of asserting their claim for
compensation or damages. The Owner's and/ or the Occupant's
entitlement to costs shall be governed by sections
[48] and [45] of the Act.
We agree with Surrey that when this
provision is read as a whole together with section 45
of the Act and the Tariff the claimants' entitlement
to legal costs after June 28, 1999 is governed by the
Tariff. We do not find Richland Farms of any
assistance in these circumstances.
[71] Section 45(4) and
(5) provide
(4) If the compensation awarded
to an owner, other than for business losses, is greater
than 115% of the amount paid by the expropriating
authority under section 20(1) and (12) or otherwise,
the authority must pay the owner his or her costs.
(5) If the compensation awarded
to an owner is 115% or less of the amount paid by
the expropriating authority under section 20(1) and
(12) or otherwise, the board may award the owner all
or part of his or her costs.
In this case we have awarded the claimants
$5,000 for business losses and the advance payment was
$83,956. 115% of the advance payment is $96,549. In
a similar manner to additional interest under section
46(4) the formula under section 45(5) applies and there
is discretion as to costs. However, once more, the settlement
has affected the percentage required under section 45(4).
Again the amount of the advance payment related to the
settlement should be excluded. This construction means
that section 45(4) applies and the claimants are entitled
to their costs. Under section 45(3) and (7) the claimants
are entitled to their actual reasonable legal, appraisal,
and other costs until June 28, 1999 and to their legal
costs as prescribed in the Tariff of Costs Regulation,
B.C. Reg. 189/99 after that date.
[72] With respect to the
relevant Scale we find this matter of ordinary difficulty
and complexity. The main question was a narrow one and
although there were various secondary issues, they were
insufficient to displace the default position for Scale
2 found in section 4(3) of the Tariff.
[73] Thus Mr. Sangha is
awarded his actual reasonable legal, appraisal and other
costs until June 28, 1999 and to his legal costs as
prescribed in the Tariff of Costs Regulation,
B.C. Reg. 189/99 after that date at Scale 2.
THEREFORE IT IS ORDERED THAT
the respondent, the City of Surrey, shall pay the claimant,
Sam Sangha:
1. Compensation in the amount of $5,000
for disturbance damages or business losses pursuant
to section 40 of the Act.
2. Interest on the $5,000 awarded
for disturbance damages or business losses pursuant
to section 46(1) of the Act from July 1, 1998 until
paid. Pursuant to section 46(2) and (3) of the Act,
interest shall be calculated annually at the following
rates:
a) Six and one-half per cent (6.5%) from July 1,
1998 to December 31, 1998.
b) Six and three-quarters per cent (6.75%) from January
1, 1999 to June 30, 1999.
c) Six and one-quarter per cent (6.25%) from July
1, 1999 to December 31, 1999.
d) Six and one-half per cent (6.5%) from January
1, 2000 to June 30, 2000.
e) Seven and one-half per cent (7.5%) from July 1,
2000 to December 31, 2000.
f) Seven and one-half per cent (7.5%) from January
1, 2001 to June 30, 2001.
g) Six and one-quarter per cent (6.25%) from July
1, 2001 to December 31, 2001.
h) Four per cent (4.00%) from January 1, 2002 to
June 30, 2002.
i) Four and one quarter per cent (4.25%) from July
1, 2002 to December 31, 2002.
j) Four and one half per cent (4.5%) from January
1, 2003 to June 30, 2003.
k) Five per cent (5.00%) from July 1, 2003 to December
31, 2003.
3. Additional interest at five per
cent (5.0%) pursuant to section 46(4) of the Act on
$5,000 from December 6, 1996 until the date of this
decision.
4. Pursuant to section 45 of the Act
the actual reasonable legal, appraisal and other costs
for the purpose of asserting the claims for compensation
or damages until June 28, 1999 and to the costs under
the Tariff of Costs Regulation, B.C. Reg. 189/99
after that date at Scale 2.

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