Impervious
cover is building and pavement cover that increases the stormwater runoff
produced by land in its natural state.
I was once told by a civil engineer that single-family
residential developers request or expect storm sewer capacity design based on
30% impervious cover. I recognize that this is a generalization, but I have not
forgotten the comment. It helped me understand street and basement flooding as
well as the need for relief sewers over time. A limited impervious cover percentage
reduces the initial storm sewer pipe size and development cost involved but can
require public expense for a new parallel system to increase capacity in the
future.
The engineer’s comment was based on a separated storm and
sanitary sewer system. A combined sewer serves both in the same pipe and
receives stormwater through open street inlets. It was considered a public
health innovation at the time, but ensuing street and basement flooding of
combined waste revealed its weakness. The systems still exist in older
neighborhoods but are now prohibited in most, if not all, new developments for
rather obvious reasons.
The problem of sewer separation has been resolved. The cost
of installed storm sewer capacity remains an issue involving the first cost of
capacity to a developer versus a potentially long-term public demand for
additional capacity. The demand represents a transfer of responsibility from
the private to public sector involving significant public expense, disruption
and inconvenience. It is a relatively easy problem to overlook. New development
produces new revenue that appears to increase public income until its age
begins to demand additional revenue for maintenance, improvement, and debt
service. Excessive impervious cover that is not correlated with underground
storm sewer capacity is simply one example of the problems that can occur when
plan review efforts focus on land use compatibility rather than building design
categories, design specifications, shelter capacity evaluation, and the context
implications that emerge from the mathematical correlation involved.
To wrap up this brief storm sewer discussion, a community cannot
easily compare a development request to the storm sewer capacity available
unless: (1) It can calculate the total impervious cover percentage being
proposed, and (2) It has recorded the storm sewer capacity installed throughout
the city. If it can’t make the comparison between proposal and capacity, plan
approval and economic development can create, or multiply, an invisible problem
that may produce unexpected future public obligations.
The strategic issue in physical design is not regulation
with independent “thou shall not” stipulations. These are tactical directions
that are functions of strategic correlation and leadership direction. The term
adopted by physical designers to indicate strategic correlation has been urban
design and city design. Unfortunately, the leadership language required to lead
the army of designers involved has been missing until now.
I won’t dwell on the language since I have discussed it many
times in previous essays. I’m simply using a storm sewer example to describe
its application. Several specification topics in a building design category
forecast model involve impervious cover percentages. The most significant is
the amount of unpaved open space present or planned since it determines the
remaining buildable area, or impervious cover, that may be used for building
cover, parking, and miscellaneous pavement. When the unpaved open space
percentage is subtracted from 100%, the remainder should equal the storm sewer
capacity present or planned.
This comment is meant to paint a broad picture and does not
account for more detailed engineering calculations that can affect the final
impervious percentage adopted. When the initial values do not match however, it is an
indication that the topic deserves more attention. My point is that a variance
departure from a forecast model specification should assume greater
significance since it represents a breakdown in the correlation required to
lead a single project toward a greater objective.
Storm sewer capacity is simply one of the more obvious
systems that can be affected by promiscuous approval of variances from a zoning
ordinance. They can easily disrupt a carefully defined leadership plan when it
exists, but their effect is difficult to discern when there is no mathematically
correlated plan in place. Reasons for variance disapproval can be agonizing when
there is no correlated justification for a single regulation.
A storm sewer has simply been a convenient example in this
essay since capacity is an established engineering calculation. The other
specification topics in a forecast model do not benefit from the same amount of
research and may involve acceptable ranges, but the point is not tactical
mandates for single specification topics. It is the correlation required to
lead physical design toward shelter capacity and intensity objectives that
protect the activities of growing populations within geographic limits defined
to preserve both their quality and source of life. It cannot be unconditional
surrender of the planet. It must be symbiotic survival.
Walter M. Hosack: September 2024
Photo by Jondal