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REGIONAL INFLUENCES OF CONSTRUCTION ON THE EFFECTIVENESS OF RADON CONTROL
Richard A. Furman and Weilin P. Chang University of Florida Gainesville, Florida |
Indoor
radon gas has been identified as a major contributor, second only to
smoking, to the number of lung cancer deaths in the US. Intensive
efforts over the past four years has lead to the development of several
mitigation techniques for the removal of indoor radon. These techniques
have demonstrated themselves to be highly effective in some geographic
regions of the country, but in other areas they fail completely or
operate at a significantly reduced level of effectiveness. Subsequent
study and analysis of these systems indicates that regional differences
in construction practice and differing geologic conditions are
responsible for the variations in effectiveness of these mitigation
techniques. This paper addresses the regional differences in
construction techniques and how they effect the success of various
mitigation processes as demonstrated in research being conducted at the
University of Florida. This research
also demonstrates that construction education needs to address the
degree of understanding the graduate must have of the complete
construction system and the sub-system inter-relationships. ASC members
should position themselves to take a lead role in conducting the
necessary research for the future development of local codes and
standards. |
INTRODUCTION
Within
the last three years indoor radon has been identified as a serious health threat
to a substantial portion of the United States population. This
danger has forced a new awareness on the construction industry of the degree
of safety provided to the American consumer by new and existing construction.
Major efforts are currently underway by national and state agencies to better
understand the nature of the radon problem. It appears that radon is camron to
most parts of the US but is found in higher concentrations in particular
geologic conditions. Indoor radon concentrations are a function of the geologic
source condition, the number and size of penetrations through the conditioned
envelope and the magnitude of the driving force, natural or mechanical. .r11
Regional mitigative solutions are being developed and tested at the University
of Florida, as well as, techniques to be utilized in new construction for the
control of radon gas. This paper will discuss this research with a particular
focus on the aspects of construction education which will influence the ability
of the construction graduate in dealing with this and future problems of
similarity.
RADON
Radon
is a odorless, colorless and tasteless radioactive gas. It is produced from the
radioactive decay of uranium and radium, elements found worldwide in almost all
soil formations. r 11 Radon is one of the Noble Gasses which
characterizes it as being neither atomically attractive nor chemically reactive
with other substances. Once radon is produced in the soil it must migrate from
its place of origin to an indoor environment within its 3.8 day half life in
order for it to become a human health hazard. Once inside a closed environment
radon may be inhaled and exhaled by occupants of that space with little health
risk. If, however, the radon atom decays while within the respiratory system,
then the greatest health risk would occur. After radon decays, its
"progeny" continue the decay process until, within a very short time
frame, Lead 210 is formed. Lead 210 is considered the end of the radon hazard
chain. These "progeny" or "daughters" include Polonium 218
(3 minute half-life), Lead 214 (27 minute half-life), Bismuth 214 (19.7 minute
half-life) and Polonium 214 (0.00016 second halflife). These four isotopes,
created by the successive decay of Radon 222, take less than a total of 50
minutes to transition from Radon 222 to Lead 210. (See Figure 1) Each of these
isotopes emit radioactive energies when they decay. Sane of these isotopes,
including Radon 222, give off alpha energy, or particles, which is the most
hazardous of these energy types to sensitive lung tissues. Other important
characteristics of these "progeny" are that they are particles, not
gasses, and are electrostatically charged. These charged particles tend to stick
or "plate out" to other particles or surfaces when they come into
contact with them. When radon decays into Polonium 218 and this particle comes
into contact with smoke or dust particles in the air the electrostatic charge
causes the radioactive polonium isotope to adhere to the other particle. If
subsequently inhaled and not exhaled for 50 minutes or more the surrounding lung
tissues will be repeatedly bombarded by the radioactive energies associated
with the decay process of these isotopes. This repeated exposure of unprotected
tissues to alpha energies is what generates the specific health hazard
associated with radon gas.
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FIGURE
1 RADIUM DECAY CHART |
REGIONAL
ASPECTS OF RESIDENTIAL CONSTRUCTION
Residential
construction
differs substantially from commercial and institutional construction due
primarily to influences brought by the constructor in response to local or
regional forces. Sane of these forces include the style of a particular area, or
the use of native materials in the construction, or of the particular
difficulties of dealing with local geologic or climatic conditions. Where there
are many similarities in how we construct residential structures there are
several unique differences which can be considered to be of regional influence.
For the remainder of this paper the authors will discuss the effects of the
regional construction variations of the Sunbelt Region (Florida) and the
Northern Region (Pennsylvania, New York, etc.).
The
first regional difference effecting radon and construction is the local geology.
Where much of the northern construction is built aver granite bedrock the
sunbelt area is predominately comprised of sands and clays overlaying limestone.
Granite is known, in same areas, to have heavy uranium mineralization. As
long as uranium is embedded in the granite matrix the radon produced by
its decay will be trapped. When granite fractures the radon that is produced
along the surface of the fissure will accumulate and the fracture will function
as a duct to channel the radon. High concentrations are usually found in these
crevices and when a structure is constructed on top of it the likelihood of
having elevated indoor levels is very significant. The
Stanley Watras house, the well known origin of today's radon crusade, was
confirmed to have been constructed over a bedrock fissure.
In
Florida the soils containing the radon parent sources are predominantly highly mineralized
clays.
No
radon problem has been identified solely with the limestone
base formation. These clays are associated with several of Florida's
geologic soil formations, particularly the Hawthorn, Bone Valley and Alachua
formations and the hardrock phosphate present along the Ocala Upliftr (See
Figure 2).
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FIGURE
2 FLORIDA'S RADON PRONE GEOLOGIC FORMATIONS |
Most
of Florida's soil formations are prised of horizontal sedimentary strata of
clays and sands.
The
mineralized
clays containing uranium and radium, for the most part, are covered by
additional layers of non mineralized clays and/or sands. This natural
condition is prevalent throughout most of the radon prone area in Florida but in
the phosphate mining areas of the state the radon problem is a function of these
soils having been disturbed by the mining process and left in a blended state.
It is currently thought that if the radon producing soils are at a depth greater
than five feet below the surface then radon migration will be sufficiently
delayed to minimize the risk of elevated indoor levels. This assumption does not
apply to those sites where the natural soils have been disturbed, as in Polk
County, Florida where development on reclaimed phosphate mining sites is common.
In natural conditions where enriched clay strata surface along erosion sites,
such as stream channels, and at the geologic boundary the radon potential
becomes very significant. Hones located on these soils have been measured to
have indoor levels exceeding 150 pCi/l. The eruption of these clay layers to the
surface can frequently be mapped with a reasonable degree of accuracy. This
mapping has been completed in Alachua County, Florida, and illustrates that
lands between 105' MSL (mean sea level) and 145' MSL are at a much higher risk
of having a radon problem. Where the exact
boundary of this mineralized clay layer varies from one site to another it has
made the builders task of knowing when to respond to a potential radon problem
much easier.
Probably
the most influential regional characteristic on construction is the local
climatic conditions. Temperature variations and duration, precipitation rates,
locally hazardous weather conditions are but a few of the climate factors
influencing construction. Frost lines vary as a function of climate and result
in the regional differences of foundation construction. Basements of the
northern region are a response to these adverse climatic conditions and result
in substantially different radon entry conditions and control approaches. Where
structures are built into the ground, basements, the exposure to radon is
greatly enhanced. In the northern region it is common to construct housing with
a subgrade space extending at least six feet below grade. Typical Florida
construction practice is to construct a slab-on-grade structure thereby taking
advantage of any soils overlying the radon producing formation. Subgrade
basement construction not only increases the proximity to the radon source but
increases the exposed building area by a large degree.
Climate
also influences the style of construction as well as the degree of concern for
weatherization. Hones built in more northern climatic zones have traditionally
been constructed in a vertical orientation for more effective use of heated air
and are typically sealed tighter than Florida housing. The basement penetration
into the gram d not only increases the entrance opportunity for radon but has,
in multi-story structures, has created a "stack effect" which has been
shown to effectively depressurize the basement area. r31 When hot air
rises the resulting low pressure area created by the vertical movement of the
hot air results in a measurable driving force for soil gasses such as radon. It
is suspected that the increased soil
contact coupled with the increased stack effect, of northern style hones, is the
reason that large variations in indoor radon concentrations between northern and
southern hones has been recognized when the subslab radon levels are similar. In
Florida's style of construction, it is rare that sub-grade spaces are created
and normally single-story ranch style homes are constructed which do not produce
a significant stack effect condition.
The
predominate foundation/floor system used in the Sunbelt Region is a
slab-on-grade system. An important regional difference in the way slabs are
constructed is that basement slabs must be constructed to accommodate water
removal. Stone is normally placed under basement slabs in order to facilitate
horizontal water movement to a sump. This stone provides a very permeable
substrate for the slab and can also be used as a ventilatable substrate for
radon control. The sub-slab depressurization method of mitigation, which
intercepts radon before it enters the occupied space, has been chosen by USEPA
as the mitigation system of choice for slab construction. u 'Luis technique was
expected to perform satisfactorily with Florida's slab construction but has met
with less than satisfactory results. The use of sand fill under slabs instead of
stone fill is the major contributing factor in the reduced effectiveness of this
technique. Sand aggregate has significantly less permeability than rock
substrate and is thought to be severely influenced by ground moisture. In fine
grain soils the wicking of ground water replaces the air in the void space
between the sand grains and reduces the ventilatable area. Groundwater is
primarily a function of rainfall. Florida is subjected to a frequency of
rainfall that makes the use of sand fill, as a ventilatable media, questionable.
Early demonstrations projects in Florida by USEPA have shown that the sub-slab
depressurization technique can work to lower indoor radon but, it has also shown
that the system effectiveness is significantly reduced by the influence of
rainfall.
Mechanical
system location is another construction difference associated with region. Where
basements are used it is cannon practice to locate the air handler, for forced
air systems, in this space. Most air handling equipment is poorly sealed, and
when the system is in operation it draws roan air into the unit and then
distributes it throughout the house. When elevated levels of radon are present
in the basement the mechanical system circulates this contaminated air through
the structure. It has been determined that most ducting is not well sealed nor
maintained. When return air ducts are located in a contaminated space and leak
the result is radon is inducted into the mechanical system and distributed
through the house. In Florida construction the
air handler is normally located in the
garage, in an interior closet or in the attic. All of these locations are
less susceptible to elevated radon contamination than in basement construction.
However, common techniques of installing the mechanical equipment and duct
system, in southern homes, can increase radon entry by inducing negative
pressures on the slab. This localized depressurization can provide a significant
driving force for soil borne radon where penetrations in the slab are present.
UNIVERSITY
OF FLORIDA RESEARCH
For
the past three years the University of Florida Indoor Radon Task Force has been
actively involved in radon research on both new and existing structures. The
Task Force is composed of faculty and graduate students representing five
departments from four colleges on campus. Environmental Engineering Science and
Nuclear Engineering Science, both from the college of Engineering are the health
physics team which supply the measurement and detection capability while the
Department of Geology provides soils and geological identification and mapping
services. The College of Journalism conducts citizen surveys, prepares press
releases and generates other media and informational related materials. The
College of Architecture's School of Building Construction provides the
construction analysis, planning, design and supervision of mitigation system
installation services. Currently, the task force is conducting research to
develop, demonstrate and refine various mitigation techniques for the USEPA and
the State of Florida Building Construction Industry Advisory Committee (BCIAC).
The task force is also engaged in developmental research for the legislatively
mandated State of Florida Radon Resistant Building Code for New Construction.
Two
of these research projects involve the demonstration of various mitigation
techniques on 12-15 houses of differing construction. The BCIAC grant is to
diagnose the radon problem on five houses which are not all of typical Florida
construction. This grant is allowing us to develop mitigation approaches for
those housing types that are either non-slab, combination floor systems types or
exceed the average size house typical of Florida. The USEPA grant, supplemented
by the state code development work, is studying in detail the conditions and
effectiveness of subslab depressurization systems on slab-on-grade houses. There
are three categories of slab construction and each one has specific radon entry
conditions. These slab types are: the monolithic slab; the floating slab; and
the slab cast fully or partially into the stemwall. Figure 3 illustrates the
construction differences and the potential entry conditions associated
with each of these slab types. Two of the slab types allow for radon to migrate
into the superstructure walls. This condition complicates the radon interception
concept of subslab depressurization. When radon invades the wall cavity in
existing construction, especially when the wall is constructed of concrete
block, the only solution is to depressurize the wall cavity. Another regional
construction variation is that in Florida contractors have to build to resist
hurricane force winds and are required in masonry construction to extend
vertical reinforcing steel from the footing to the tie beam. The block cavity
where the vertical steel is placed is then poured with concrete which eliminates
the possibility of extending a pressure field throughout the entire block wall
from one suction point. This them requires multiple suction locations around the
perimeter of the structure. Other construction conditions being addressed in
this study include subslab ducting. The house being investigated with this
problem not only has a subslab return air duct system but also has a floating
slab and masonry exterior walls. An effective mitigation approach for this house
is still under development but will include termination and relocation of the
return air duct and converting the existing duct into a subslab depressurization
system. Much of this research is being conducted to better understand the
effects, capabilities and limitations of various mitigation systems as
influenced by regional construction differences.
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FIGURE
3 TYPICAL CONSTRUCTION TECHNIQUES AND RADONENTRY CONDITIONS OF FLORIDA
SLAB SYSTEMS |
Another
study is being conducted to determine the capability of sand fill to support
sub-slab depressurization. Influences of compaction and fill depth are being
investigated in order to effectively plan suction location and construction
technique. This work is being conducted for the State of Florida as part of the
research required for the development of the new radon resistant building code.
Various fill materials and configurations are being studied to determine the
effectiveness of each system as well as the cost impact, constructability and
inspectability. This project has just commenced and will provide for the
construction of four 1200 square foot test slabs. Horizontal pressure profiles
will be developed for each suction location and comparisons of pressure versus
compaction, a function of fill depth, will be made. The results of this project
will significantly enhance our understanding of subslab pressure field extension
when completed.
AREAS
OF ACADEMIC CONCERN
Most
construction education programs are concentrating on educating their graduates
with the knowledge of how to effectively manage the construction process.
Fundamental and advanced construction techniques are usually taught in order to
give the student an understanding of how various materials go together and stay
that way. Overall, the construction programs do a very good job at educating the
future constructor for surviving in the market place. The identification of a
new hazard to the occupants of the structures our profession builds requires
that we educators evaluate whether or not we have a role to play. The authors
feel that the indoor radon problem has brought into focus a realization that a
new interrelated systems approach to the building process must be considered.
Not only does the structural system, the roofing system, the foundation system
function to hold up the building but they have a interrelationship with the
environmental systems and other components to create something larger than the
whole. Indoor pressure conditions and their effects on all systems must be
understood by the constructor. This education must start within the academic
institutions.
CONCLUSION
It
seems that every few years a new construction hazard is identified and a public
outcry calls for immediate solutions. Radon gas is the problem of the late
1980's. Because litigation is on the increase throughout our society the
construction industry has become the prime target in many instances.
Environmental attorneys in Florida are demanding the construction industry
produce products that protect the health, safety and welfare of the public, even
against unknown and unforseen hazards. Radon gas, a naturally occurring
phenomenon, has become a precedent setting issue for construction related
environmental health litigation. It is no longer acceptable for the construction
academic community to concern itself solely with the problems of structure and
process. Future construction graduates must be sufficiently knowledgeable of the
mechanics of the built environment to lead the construction industry into the
1990's with an ability to respond effectively to new and emerging conditions.
REFERENCES
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APPENDIX