Praise Power and Deliverance Church v. City of Philadelphia v. Ancrum, Individually and in his Capacity as Administrator of the Estate of D.N. Compton v. City of Philadelphia

IN THE COMMONWEALTH COURT OF PENNSYLVANIA

Praise Power and Deliverance :
Church : No. 623 C.D. 2015
: No. 702 C.D. 2015
v. : Argued: May 12, 2016
:
City of Philadelphia :
:
Vernon Ancrum, Individually and :
in his Capacity as Administrator :
of the Estate of Deanna Nicole :
Compton, Deceased, 419 West :
Earlham Terrace, Philadelphia PA :
19144 :
:
v. :
:
City of Philadelphia, :
:
Appellant :

BEFORE: HONORABLE MARY HANNAH LEAVITT, President Judge
HONORABLE MICHAEL H. WOJCIK, Judge
HONORABLE JAMES GARDNER COLINS, Senior Judge

OPINION NOT REPORTED

MEMORANDUM OPINION
BY JUDGE WOJCIK FILED: July 20, 2016

The City of Philadelphia (City) appeals from the March 17, 2015
orders of the Court of Common Pleas of Philadelphia County (trial court), which,
following a jury trial, denied the City’s post-trial motions and entered judgment in
favor of Plaintiffs, Praise Power and Deliverance Church and Vernum Ancrum.
We affirm.
 Facts/procedural history
The intersection of East Haines Street, Belgrave Avenue, and
Mulgrave Street in Philadelphia has eight sewer inlets, two on each of the four
corners, which lead to the City’s storm water system. The inlets open onto the
street. Beneath the opening of each inlet is a twelve-foot-deep cement catch basin.
Inside each basin is an inlet pipe that rises up three feet from the bottom of the
basin. When water in the catch basin reaches the level of the inlet pipe, the water
escapes the basin and continues through the City’s storm water system. The catch
basin is split by a wall that stops short of the floor, the purpose of which is to
prevent debris from entering the inlet pipe. The intersection is in a low-lying area
that has a history of flooding, of which the City was aware.
Debris tends to accumulate more quickly in sewer inlets in low-lying
areas. The City Water Department’s practice is to clean each inlet once a year,
unless there is a specific complaint. The Inlet Cleaning Unit uses a mechanical
hydraulic bucket to remove debris and clears leftover debris by hand. A separate
unit, the Sewer Maintenance Unit, performs repairs to the inlets.
In 2011, the City Water Department cleaned out all of the inlets at the
intersection. In March 2011, a City Water Department representative met with
local residents about problems with flooding in the area. Between March and
September 2011, the Sewer Maintenance Unit received reports that four of the
inlets at the intersection needed repairs, but the City neglected to perform the
repairs. The intersection flooded in August 2011. Subsequently, between
September 5 and 8, 2011, the remnants of Tropical Storm Lee moved through the
area dropping a total of 7.2 inches of rain.

2
 In March 2011, Pastor Todd Dunbar purchased the property at 528
East Haines Street, Philadelphia, at the intersection of East Haines Street, Belgrave
Avenue, and Mulgrave Street, for the location of his new church, Praise Power and
Deliverance Church. Pastor Dunbar made many improvements to the church,
including new carpets, new furniture, reupholstered pews, renovations to the
bathrooms and the basement, and painting of the entire church. The cost of these
improvements was approximately $15,000 to $20,000.
The flooding in August 2011 caused water damage to the church;
water came into the church basement, up through the toilets and sinks. Pastor
Dunbar and three church members had to have their cars towed from the front of
the church due to the flood waters. Two church members contacted the City after
the flooding in August 2011 on Pastor Dunbar’s behalf, but the City failed to
respond.
On September 8, 2011, between 1:45 a.m. and 2:30 a.m., the area of
East Germantown received 2.12 inches of rain. This amount was almost half of the
average monthly rainfall in September for the area. The intersection was flooded.
When Pastor Dunbar arrived at the scene, he observed three cars stranded in the
street, yellow tape blocking certain areas, and members of the police and fire
departments who had responded to the flooding. The entire basement of the
church was submerged in water; carpet and pews were wet, and furniture was
destroyed. The City Water Department pumped the water out of the basement the
following day. Due to the damage from the September 8, 2011 flooding, services
at the church were suspended until March 2013.
Deanna Compton was driving home at approximately 2:00 a.m. on
September 8, 2011, when her vehicle became stuck in flood waters at the

3
intersection. Ms. Compton, who could not swim, called her father, Vernon
Ancrum, a City police officer, to help her out of her vehicle. Unable to reach her
father, Ms. Compton called 911 for help. Mr. Ancrum did not hear the phone ring
when his daughter called, but when he awoke at 2:00 a.m., he saw that he had
missed her call and another from an unfamiliar number. When Mr. Ancrum could
not reach his daughter he called the other number, which turned out to be police
radio, and learned that his daughter’s car was stuck in the flood waters. Mr.
Ancrum drove to the scene and saw the top of his daughter’s car sticking out of the
water. He was prevented from approaching it by police and fire vehicles and
yellow tape. A police officer told Mr. Ancrum that no one was in his daughter’s
car, and he returned home.
No one heard from Ms. Compton after she made those two calls, and a
missing person’s report was filed. That same night a police detective went to the
intersection and searched for her. He then decided to investigate her vehicle,
which had been towed from the scene. The detective found her car at a tow yard
and found Ms. Compton’s body on the floor, lodged between the second and third
row of seats. Fire and rescue pronounced her dead; the cause of death was
drowning.
Praise Power filed a complaint against the City on November 8, 2012,
and Mr. Ancrum did the same on December 13, 2012. On September 9, 2013,
Plaintiffs’ cases were consolidated for purposes of discovery and trial. Trial was
held from January 12, 2015, to January 21, 2015.
The question of negligence was not really disputed. The evidence
included testimony of Thomas Green, owner of Tranzilli’s Real Italian Water Ice,
which is located at the intersection, who stated that he experienced flooding several

4
times a year from 2004 to September 8, 2011. Area resident Rasmiyyah Aidah
Gaines testified that she experienced flooding at least 40 times before September 8,
2011. She also attended between 12 and 15 meetings with the City Water
Department concerning flooding in the area, including at the intersection. During a
community meeting on March 2, 2011, the City displayed a map of Lower
Germantown that highlighted various areas, including the intersection, as flood
prone areas.
Christopher LaSalle testified via videotape deposition that he was
employed as a crew chief for the Sewer Maintenance Unit for 20 years. LaSalle
acknowledged that an obstructed inlet poses a threat of flooding. He admitted that
inlets at three of the four corners of the intersection needed repairs before
September 8, 2011, and he conceded that there was no record that the repairs were
performed.
Pastor Dunbar testified that he was present during a meeting at City
Hall after the September 8, 2011 flooding, which was attended by Joanne Dahme,
the City’s manager of public affairs, the Water Commissioner, the mayor and other
officials, as well as church members and other community residents. Pastor
Dunbar recalled the City’s mayor stating that the City was aware of flooding in the
area for some years and that the City would not expend the amount of money
necessary to alleviate the condition. Reproduced Record (R.R.) at 119a-20a.
As to the issue of causation, Dahme acknowledged her March 2011
statement that if the sewers were not clogged with debris they should be capable of
draining the storm water. Most relevant to this appeal is the testimony of Kyle
Thomas, P.E. Thomas is a licensed professional environmental engineer and
specializes in storm water management. He explained how a storm water

5
management system functions and identified factors that impair its functioning.
He described how accumulated debris affects the effectiveness of the system, and
he testified that age, history of collected debris, history of flooding, and location in
a low-lying area are all factors that warrant more frequent inspection, cleaning and
repair of a storm water management system. R.R. at 86a-87a.
Thomas visited the intersection of East Haines Street, Belgrave
Avenue, and Mulgrave Street, and he reviewed deposition testimony, exhibits,
photographs introduced at trial, and records of the Inlet Cleaning Unit and the
Sewer Maintenance Unit. Based on his review of that information, he opined that
the City did not properly maintain and repair the inlets at and around the
intersection. He specifically referenced a history of documented repair
orders/requests for inlets at the intersection from March and July of 2011 and
stated that the inlets were not adequately inspected or cleaned.
Additional complaint records reflected that in one inlet at the
intersection, debris had accumulated to a depth of seven feet in March 2011 and to
a depth of nine feet in July 2011. Thomas testified that the accumulation of that
much debris in those inlets will result in flooding, noting that the three-foot-high
outflow pipe that leads to the sewer system was covered by six feet of debris.
Thomas stated that the lack of maintenance and cleaning at the inlets
reduced their functionality and, in light of the intersection’s history, was a
contributing factor to the dangerous condition that resulted from the flooding at the
intersection. R.R. at 88a-94a. Thomas also opined that if the inlets had been
functioning properly there would have been less flooding; had the inlets been in
good repair they would have conveyed the water out of the area faster and the
water that did pond would not have risen so high. R.R. at 97a.

6
 The City’s evidence included testimony by Christopher Crockett, the
City Water Department’s director of planning and research, who stated that all of
the inlets at the intersection had been cleaned in the months prior to the storm. He
said that the City’s computer models had shown that in ideal conditions, with the
pipes operating at complete capacity, with no problems related to maintenance,
there would still be four to six feet of water from the type of event that occurred on
September 8, 2011. The City also offered testimony of David J. Littlewood, P.E.,
who stated that the surcharge of water from the storm was the cause of Plaintiffs’
injuries, not the maintenance of the inlets.
The jury found in Plaintiffs’ favor; the jury’s verdict, entered on
January 23, 2015, awarded Mr. Ancrum $1,345,624.00 and Praise Power
$458,615.36. On March 17 and 23, 2015, the trial court entered orders denying the
City’s post-trial motion and granting the City’s motion to mold the verdict. The
trial court entered judgment for Mr. Ancrum in the amount of $395,000.00 plus
delay damages of $18,328.00, and entered judgment for Praise Power in the
amount of $105,000.00 plus delay damages of $5,176.50.
After the City filed appeals to this Court and its 1925(b) statement, the
trial court issued an opinion concluding that most of the City’s claims of error had
been waived. The City does not challenge those conclusions and raises only two
issues on appeal.

Discussion
The City first argues that the trial court erred in denying the City’s
motion for judgment notwithstanding the verdict (motion for jnov) because the
testimony of Plaintiffs’ expert was insufficient to establish causation. The City

7
asserts that while Thomas’ testimony, if believed, is sufficient to establish that the
City was negligent, negligence alone is not enough to hold the City liable; rather,
Plaintiffs also had to show that the City’s negligence was the proximate cause of
their harm.1
More specifically, the City contends that Thomas’ testimony was
insufficient to establish causation because he did not demonstrate how much of the
flood water was attributable to the City’s negligence. The City argues that
although Plaintiffs did not need to show that all or most of the water in the
intersection was attributable to the City’s negligence, Plaintiffs had to demonstrate
that the City’s negligence was a substantial contributing factor to Plaintiffs’ harm.
The City further maintains that Thomas’ testimony was Plaintiffs’ only evidence of
causation and, because that testimony was not adequate, the trial court should have
granted the City’s motion for jnov.
Plaintiffs respond that Thomas unequivocally testified that the City’s
failure to perform repairs and more frequent inspections created a dangerous
condition at the intersection due to flooding. Plaintiffs also note, correctly, that the
City did not specifically complain that Thomas’ causation testimony did not meet
legal standards in its concise statement of errors complained of on appeal, and
therefore this issue is waived on appeal. (R.R. at 592a-95a.)
Even if the issue was not waived, we note that Thomas’ testimony is
easily distinguishable from the testimony found inadequate in the cases cited by
the City: Department of General Services v. U.S. Mineral Products, 898 A.2d 590,

1
The trial court did instruct the jury that it had to decide whether the City’s conduct or
failure to act was a substantial factor in causing the flooding at the intersection and that the fact
that the sewer system flooded was not enough to establish liability. (R.R. at 377a.)

8
607 (Pa. 2006) (the extent of the necessary remediation response to a chemical
contamination of a building was beyond the general experience of lay persons and
expert evidence was required); Swift v. Department of Transportation, 937 A.2d
1162 (Pa. Cmwlth. 2007) (the appellant’s own expert testified that the primary
cause of the erosion of the appellant’s property was an eighteen-inch pipe on the
upstream neighbor’s property and was not attributable to conduct of the appellees);
and Kosmack v. Jones, 807 A.2d 927 (Pa. Cmwlth. 2002) (the expert admitted that
he had no data showing that a snow fence would have been effective in preventing
snow from blowing onto a road from an embankment such as the one at issue).
In contrast to those cases, here, Thomas explained how a storm water
management system functions, and he addressed how different factors impair its
proper functioning. Moreover, Thomas’ testimony was not the only evidence
presented, and the jury could make reasonable inferences from the additional
evidence that had the outflow pipe not been obstructed by the accumulated debris
the sewers would have drained a substantial amount of the storm water.
Alternatively, the City argues that it is entitled to a new trial because
the trial court erred in failing to instruct the jury that the City cannot be held liable
for the inadequacy of its sewer system. However, the trial court properly
instructed the jury that in order for the City to be liable, the jury had to find that the
City negligently maintained its sewer system. 2 The City acknowledges that this

2
The trial court’s instructions to the jury included the following statements:

You may not presume negligence on the part of the defendant
based on the mere fact that a plaintiff sustained injuries. The mere
happening of the accident is not proof of the defendant’s
negligence and does not, in and of itself, entitle a plaintiff to
recover. An employer is liable for the negligence of its employees
(Footnote continued on next page…)
9
instruction reflects applicable law and Plaintiffs’ theory of the case. Nevertheless,
the City complains that the trial court erred in failing to specifically instruct the
jury that a municipality cannot be held liable for the inadequacy of its sewer
system, thereby permitting the jury to conclude that the City could be held liable
for failing to put higher capacity sewers in place at the intersection and elsewhere.
The City argues that the jury instruction was incomplete, noting that Crockett
testified that even with the pipes working at full capacity there would have been
four to six feet of water at the intersection.
Plaintiffs respond that the above-cited testimony by Crockett was
stricken by the trial court because he was a fact witness and was not presented as
an expert. R.R. at 262a-65a. Additionally, Plaintiffs note that the City presented
no evidence to establish the capacity of the storm water system or the volume of
water present at the intersection on September 8, 2011. More importantly,

(continued…)

occurring while [they] were acting in the course and within the
scope of their employment. . . . Under Pennsylvania law liability
may be assessed where it has been proven, by a preponderance of
the evidence, that the storm water management system was
negligently maintained. Under the law a municipality must take
steps to maintain that system or the municipality may be liable for
harm caused by the failure to do so. . . . In order for the plaintiffs
to recover in this case, the defendant’s conduct must have been a
substantial factor in bringing about the harm suffered. That is what
the law recognizes as legal cause. . . . It is up to you to decide
whether the plaintiffs have proven, by a preponderance of the
evidence, that the City’s conduct of failure to act, as I’ve
previously mentioned, was a substantial factor in causing this
flooded intersection. The fact that the sewer system flooded alone
is not enough.

R.R. at 144a-48a.

10
Plaintiffs did not claim that the sewer system was improperly constructed or
installed. Finally, while the City relied on LaForm v. Bethlehem, 499 A.2d 1373
(Pa. Super. 1985), in requesting those jury instructions, the trial court correctly
noted that LaForm is distinguishable. In short, LaForm involved the question of
whether a city was liable for damages resulting from the incidental increase in
storm water runoff that flowed into a lower-lying municipality and contributed to a
dangerous condition that injured a third person. The court concluded that the city
had no duty to control its surface waters.
In contrast, this case involves the City’s failure to properly maintain
its sewer system, and there is no dispute that a municipality is liable under
Pennsylvania law for any damages caused by its failure to maintain a storm water
management system. McCarthy v. City of Bethlehem, 962 A.2d 1276, 1279 (Pa.
Cmwlth. 2008); City of Washington v. Johns, 474 A.2d 1199, 1201-02 (Pa.
Cmwlth. 1984).

Conclusion
As to the sufficiency of Plaintiffs’ evidence, Plaintiffs offered expert
testimony concerning how a storm water management system functions and how
specific factors impair its proper functioning. In addition to that expert testimony,
Plaintiffs presented additional evidence from which the jury could reasonably infer
that accumulated debris in the catch basins obstructed the outflow pipes and that if
the inlets were not clogged with debris the storm water would not have risen so
high.
As to the trial court’s jury charge, the City concedes that the evidence
establishes its negligence in the maintenance and repair of the sewer inlets, and

11
that Plaintiffs did not claim that the City failed to provide sewers, or that the
sewers as constructed were inadequate for their intended purpose. We conclude
that the trial court properly instructed the jury based on the evidence presented.
Accordingly, we affirm.

MICHAEL H. WOJCIK, Judge

12
 IN THE COMMONWEALTH COURT OF PENNSYLVANIA

Praise Power and Deliverance :
Church : No. 623 C.D. 2015
: No. 702 C.D. 2015
v. :
:
City of Philadelphia :
:
Vernon Ancrum, Individually and :
in his Capacity as Administrator :
of the Estate of Deanna Nicole :
Compton, Deceased, 419 West :
Earlham Terrace, Philadelphia PA :
19144 :
:
v. :
:
City of Philadelphia, :
:
Appellant :

ORDER

AND NOW, this 20th day of July, 2016, the orders of the Court of
Common Pleas of Philadelphia County, dated March 17, 2015, are affirmed.

__________________________________
MICHAEL H. WOJCIK, Judge