United States
                   Environmental Protection
                   Agency
         Office of
         Research and Development
         Washington, DC 20460
   Air and Energy Engineering
   Research Laboratory
   Research Triangle Park, NC 27711
                                                                              EPA/600/N-92/009  June 1992
                   Radon  Mitigation  Research  Update
Introduction
The Radon Mitigation Research Update
is the fourth in a series of research sum-
maries intended to provide up-to-date
information on EPA's  Air and  Energy
Contents

Section 1: Project Highlights	2
Existing House Research	2
•  Field Testing of a New Pro-Mitigation
  Diagnostic Approach for Subslab
  Depressurization Systems

•  Effects of Natural and Forced Basement
  Ventilation on Radon Levels in Single
  Family Dwellings

•  ASD Exhaust Re-Entrainment Research
•  Durability of Radon Mitigation Systems
•  Radon Mitigation in Attached Houses
•  Applied Research on Design of Sub-
  Membrane Depressurization Systems
  for Crawl Space Houses
New House Construction Research	3
•  A Simple Procedure to Select Low Air
  Permeability Concrete Blocks

•  Feasibility Study of Basement Pressur-
  izatlon Using a Forced-Air Furnace
•  Application of Small Fans for Active Soil
  Depressurization in New Construction
Schools and Other Large Buildings
  Research	5
•  Estimated Costs of Radon Diagnostics
  and Mitigation in Schools
•  Effect of Suction Pit Volume on Pressure
  Field Extension
•  HVAC Systems in Schools

•  School Program Peer Review
Innovative and Supporting Research	6
•  A Simple Model for Describing Radon
  Migration and Entry Into Houses
•  Modeling the Influence of Active Subslab
  Depressurization Systems on Airflows in
  Subslab Aggregate Beds
•  Evaluation of Radon Movement Through
  Soil and Foundation Substructures
•  National Concrete Survey and
  Assessment
•  Effects of Leakage Distribution and
  Neutral Pressure Level on Indoor
  Radon Concentrations

Section 2: Additional Information	6
  Recent RMB Publications	6
  EPA Regional Offices	8
  1992 International Symposium	8
     Radon Mitigation

    Research Contacts

  A. B. "Chick" Craig (919) 541-2824
        Senior physical scientist—
          radon.
        Radon-resistant large build-
          ing construction

  Tim Dyess (919) 541-2802
        Chief, Radon Mitigation
          Branch
        Radon Symposium

  Bruce Harris (919) 541-7807
        Radon diagnostics and mea-
          surement technology
        Durability of mitigation sys-
          tems

  Bruce Henschel (919) 541-4112
        Radon mitigation in existing
          houses
        Cost studies

  Kelly Leovic (919) 541-7717
        Radon mitigation in schools
        Radon Mitigation Research
          Update

  Marc Menetrez (919) 541-7981
        Innovative and supporting re-
          search
        Radon reduction in attached
          housing

  Ron Mosley (919) 541-7865
        Radon data analysis
        Radon modeling

  John Ruppersberger (919) 541 -2432
        Radon barriers and block per-
          meability
        Safety issues

  David Sanchez (919) 541-2979
        Florida Radon Research Pro-
          gram
        Mechanisms of radon entry
Engineering  Research Laboratory's
(AEERL's) radon mitigation research pro-
grams. The Updates summarize recently
completed and ongoing research activi-
ties intended to achieve the Radon Miti-
gation Branch's (RMB's) research objec-
tives. Research topics included  in this
Update  are listed in the table of con-
tents. If you would like more information
about specific research activities or pro-
grams, you may contact the appropriate
RMB project officer at the number listed
on this page.
The first two Updates, published in De-
cember  1990 and March 1991, summa-
rize  RMB's radon  mitigation  research
objectives and RMB's strategic research
plan for meeting these  objectives. The
projects described in the November 1991
Update  reflect the strategic plan's em-
phasis on  innovative and supporting  re-
search and on reducing radon in schools
and other large buildings. Copies of these
Updates may be requested by writing to
RMB Research Updates, MD-54, U.S.
EPA, AEERL, Research Triangle Park,
NC 27711. AEERL plans to publish sub-
sequent Updates approximately twice a
year.
This Update has two main sections. The
first is Project Highlights, which contains
summaries of completed or ongoing  re-
search projects. These  summaries are
intended to provide the radon mitigation
industry  with timely and useful informa-
tion in RMB's four research areas: Exist-
ing Houses, New House Construction,
Schools and Other Large Buildings, and
Innovative and Supporting Research
(covering  research in  the  other three
areas). Some of this information is based
on regional or preliminary findings and
should be viewed as such. As  research
programs progress, RMB will publish the
final  results as technical reports,  manu-
als, and papers. The second section in
this Update contains a list of RMB publi-
cations  completed  since the  previous
Update,  a list of the EPA Regional Of-
fices, and an announcement of the 1992
International Symposium on Radon and
Radon Reduction Technology.
                                                                                         Printed on Recycled Paper

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                                  Section 1:  Project Highlights
Existing House
Research

Field Testing of a New
Pre-Mitlgatlon Diagnostic
Approach for Subslab
Depressurizatlon Systems
(SSD)
Recent field tests in six slab-on-grade
houses in New Mexico show that a new
diagnostic approach, the "radon entry
potential" method, can be useful when
designing  SSD systems. Radon entry
potential testing involves depressurizing
the housa (rather than just the subslab
region) by 0.004 to 0.12 inch (0.01 to
0.30 cm)  water column (WC) with a
blower door and measuring the total flow
rate and radon concentration of the gas
flowing into the house through each test
hole drilled in the slab. Test holes with
the highest radon flow rate (total flow
rate times radon concentration) indicate
the slab areas  with the highest radon
entry potential. SSD suction pipes should
be placed in these areas. M'rtigators can
use these results, together with other
diagnostic information  (especially pres-
sure field extension measurements), to
design effective SSD systems.
The SSD  systems in the New Mexico
houses, designed using radon entry  po-
tential as  a diagnostic tool, performed
well. The entry potentials at the perim-
eter of the slabs were about  10 times
greater than the potentials at the central
portion (perimeters had lower radon con-
centrations but higher flows), suggesting
that suction pipes should be located near
the perimeter in the houses. In addition,
the soil beneath the slabs was much
more resistant to gas flow than the slab
itself, so once soil gas moved into  the
area beneath  the  slab, it  entered  the
house relatively easily.
The radon levels in two of the New Mexico
research  houses also turned out to in-
crease significantly while barometric pres-
sure was dropping, overwhelming  the
SSD system. This effect has been  ob-
served in  a few other cases, and sug-
gests that  more data  are  needed on
radon entry and  control mechanisms.
The barometric pressure effect may also
influence diagnostic measurements and
post-mitigation radon monitoring results.
RMB is continuing to analyze data from
this project and will soon publish a final
report. A  paper was presented at  the
1991 Symposium; other papers being
prepared will provide further detail.
Effects of Natural and Forced
Basement Ventilation on
Radon Levels in Single Family
Dwellings
EPA's 2-year systematic study of three
Princeton  University  research houses
clearly demonstrates  that radon entry
rates depend directly  on basement de-
pressurization.  The results also clarify
the role of natural ventilation in reducing
indoor radon concentrations. Natural ven-
tilation is a simple way to reduce indoor
radon levels, but, until now, there  has
been no information on how much re-
duction to  expect. This work demon-
strates that natural ventilation decreases
radon levels in two ways: (1) by simple
dilution; and (2) by providing a pressure
break (any opening in the building shell
that reduces the outdoor-to-indoor pres-
sure difference). The pressure break re-
duces both depressurization and radon
entry. Results from one of the research
houses are shown in Figures 1 and 2.
Figure 1 illustrates the dramatic drop in
basement radon levels when two base-
ment windows were opened (at point 0).
Figure 2 shows the corresponding drop
in differential pressure. For additional
information, see  Recent RMB Publica-
tions in Section 2.

ASD Exhaust Re-Entrainment
Research
The "Radon Contractor Proficiency Pro-
gram  Interim  Radon  Mitigation Stan-
dards" published by EPA's Office of Ra-
diation Programs in December 1991 re-
quire  the  exhaust from active soil de-
pressurization (ASD) systems to meet a
    200
   "10-foot rule"—to discharge at least 10
   feet (3.05 m) above ground level,  at
   least 10 feet away from any opening in
   the house or an adjacent building, and at
   least 10 feet from any private or public
   walkway. The purpose is to ensure that
   people in or near houses with ASD sys-
   tems are not exposed to elevated radon
   levels from the  ASD system exhaust.
   These standards effectively require an
   exhaust stack inside or outside the house.
   This increases installation costs by about
   $100, and owners may object to the
   appearance of the stack. If stacks were
   not  needed under  some  conditions,
   homeowners might be more willing  to
   install ASD systems.
   RMB is working with Pennsylvania State
   University to determine the conditions
   under which grade-level ASD  exhaust
   may  be appropriate. The study will ex-
   perimentally examine re-entrainment (in-
   door exposure) and dispersion (outdoor
   exposure) in relation to exhaust location,
   configuration, velocity, and  wind condi-
   tions. The study will also include math-
   ematical modeling to determine whether
   ASD exhausts increase deposits of ra-
   don progeny (including lead-210) on soil
   surrounding and buildings.

   The  study is  using  a "mock"  exhaust
   system (a fan and piping, not connected
   to an ASD system) and a tracer gas as a
   radon substitute. This approach allows
   RMB to test many different exhaust loca-
   tions and system configurations without
   modifying a real ASD system or increas-
   ing the amount  of radon drawn into  a
   house by re-entrainment. For each test
   condition, RMB  will  take gas samples
   from 12 to  24 sampling points indoors
       89216
                        89218
       89220
Julian Date
                                                          89222
                                       Figure 1.     Effect of opening two basement windows (at point 0) on basement radon levels.

                                                       2

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     89216
89218
       89220
Julian Date
89222
Figure 2.     Effect of opening two basement windows (at point 0) on basement/outdoor
            differential pressures.
and around the exhaust point outdoors.
The samples will  be analyzed for the
tracer gas  by gas chromatography to
measure re-entrainment and dispersion.
The observed results will then be checked
with mathematical models that consider
jet effects.

Durability of Radon Mitigation
Systems
To determine how well radon  mitigation
systems hold up, this study is measuring
radon levels in about 300 homes  and
schools with radon mitigation systems
that have been installed for at least 18
months. Three-month (or longer) alpha
track detector (ATD) measurements will
be compared with pre- and post-mitiga-
tion charcoal canister measurements
made when the system was installed. If
the post-mitigation ATD measurements
are consistent with post-mitigation canis-
ter measurements, the system presum-
ably is operating properly. In addition,
EPA is  physically checking some  sys-
tems  to determine how well they are
operating and to see if certain compo-
nents, such as  seals or fans, consis-
tently fail.  Results will be included  in a
final report this fall.

Radon Mitigation in Attached
Houses
Because attached houses are common
in many areas of the country, blocks of
attached apartments located in Cortland,
New York, are being researched. RMB is
investigating techniques that can be used
to mitigate attached structures as well as
individual residential units. One focus is
     on building components common to ad-
     joining housing units,  such as  exhaust
     stacks, furnace combustion air  intakes,
     and vacuum fields. Pre-mitigation mea-
     surements included subslab communi-
     cation and double blower-door  tests of
     each unit (individually and in conjunction
     with adjacent apartments).Mitigation sys-
     tems include ASD and encapsulation of
     sump pits. A report on the research will
     be available later this year.

     Applied Research on Design
     of Sub-Membrane Depressur-
     ization (SMD) Systems for
     Crawl Space Houses
     This project will expand the database on
     radon mitigation techniques for crawl-
     space dwellings. Possible techniques in-
     clude 1) SMD, 2) depressurizing the en-
     tire crawl space, and  3) ventilating the
     crawl space. SMD has a lower energy
     penalty and is typically  more effective
     than the other techniques, but it also
     costs more to install. This study should
     answer several questions pertaining to
     SMD:
          How much membrane sealing is
          required? What is the effect of
          sealing on radon levels?
       •  How should suction be distributed
          beneath the membrane?
       •  What portion of the crawl-space
          floor needs to be covered?
       •  When should crawl-space depres-
          surization  rather  than SMD be
          used?
     Much of this testing  will  be conducted
     using an existing crawl-space test house.
                      3
New House

Construction Research

A Simple Procedure to Select
Low Air Permeability Con-
crete Blocks
Air entering a building through concrete
blocks can contain radon, moisture, bio-
logical agents, and other contaminants
that threaten the health and comfort of
the  occupants and the structure itself.
Tests show that the permeabilities be-
tween different types of concrete blocks
can vary by a factor of 50. The following
procedure may help determine the per-
meability  differences between the types
of blocks  available in an area, permitting
a more  informed choice of concrete
blocks. A general  conclusion is that
smooth-surfaced blocks may be less per-
meable than blocks with a rough-looking
surface:  in short, "if it looks  leaky,  it
probably  is leaky."
Materials
      aquarium pump ("Whisper" 400 or
      equivalent)
      concrete blocks to be tested, plus
      a spare
      9 feet (2.7 m) of clear aquarium
      tubing plus 6 inches (15 cm) for
      each test block,  to fit pump
      one tee and one nipple to fit tub-
      ing
      one tube of silicone caulk (G. E.
      "Silicone Clear  Household Glue
      and Seal" or equivalent)
  •    spatula, 1-1/2 inches (4 cm) wide
      "circular form" (3/8-inch, 1 cm,
      cross section cut from bottom of
      spent caulk cartridge)
  •    clear tape
      sheet of graph paper (10 x 10 grid
      preferred)
      for each block to be tested, half a
      cartridge of caulk (Red Devil "Life-
      time" or equivalent)
      for each block to be tested, two 3-
      inch (7.6 cm) plastic funnels
Procedure (see Figure 3)
  1.  Label each type of block sample
      and lay it on its side, 1  inch (3 cm)
      or  more apart.
  2.  Select  two identical 3-inch (7.6
      cm) plastic funnels. Carefully trim
      away any tabs. Center one funnel
      directly on the surface above one
      core (void) in first test block.
  3.  Hold funnel down firmly and apply
      a generous (3/8-inch, 1 cm) bead
      of  cartridge caulk around rim of
      funnel, touching both  funnel and
      block. Apply two more beads of
      caulk to the block against first
      bead. Continuing to hold funnel

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      firmly, use spatula to spread caulk
      away from funnel along surface of
      block to edges, evenly  caulking
      half the block. Repeat using sec-
      ond funnel on other half of block.
      Repeat entire  process  with  re-
      maining test blocks and funnels.
  4.  While caulk sets,  assemble
      aquarium pump and tubing. Cut 2
      feet  (0.6 m) of tubing; connect
      one end to pump and other end to
      tee arm. Cut 2-1/2 feet (0.8 m) of
      tubing and connect one end to
      tee leg. Shape this tubing into a
      "U"  with  the open-ended  leg
      slightly shorter to allow  for filling
      with  water in Step 9. To prevent
      kinking, place the "circular form"
      inside the bottom of the U tubing.
      Tape the tubing together  just
      above the circular form and near
      the tee so the arrangement lies
      flat. Position the tee and U tubing
      on the face of the spare block and
      use silicons caulk to hold the tee,
      circular form,  and  tubing  to the
      block. Leave the center 6  inches
      (15 cm) of tubing free of caulk or
      tape but flat against block.
  5.  While U tubing caulk sets, cut a 3-
      inch  (8 cm) length  of tubing for
      each funnel plus one extra. Apply
      a generous bead of silicone caulk
      1/2-inch (1 cm) from one end of a
      piece of 3-inch tubing and insert
      into  tip of  a funnel so  about 2
      inches (5 cm) of tubing extends
      from tip. Be sure to use enough
      caulk to completely seal  tubing to
      tip of funnel,  spreading excess
      caulk over top edge of funnel tip
      and along tubing to ensure a com-
      plete seal. Repeat with remaining
      tubing and funnels.
  6.  Connect one end of the remain-
      ing length of tubing (about 4 feet,
      1.2 m, long) to the tee and insert
      the nipple into the free end.

Aquarium
Pump
        7.  Seal  all  connections at the tee,
            the pump, and the nipple with sili-
            cone caulk.
        8.  Allow time for all silicone caulk to
            cure  (at least 4 hours; preferably
            overnight).
        9.  Lift the block with the attached U
            tubing to a vertical position and fill
            the U tubing half full with water
            (coloring improves visibility). Mark
            the center horizontal line (refer-
            ence line)  on a  piece of graph
            paper about 4  inches  (10  cm)
            square and slide it between the
            center of the U tubing and block.
        10. Place the reserved 3-inch length
            of tubing on the nipple.
        11. Turn  on pump.  Slide the graph
            paper "reference line" to the water
            level  in the side of the U tubing
            that is open at the top.
        12. Remove 3-inch tubing from nipple
            (do not pinch tubing closed; this
            may  blow  water out of U tube)
            and insert nipple into the first block
            funnel tubing. Wait 30 seconds.
            Read amount of change in water
            level  in open side of U tubing.
            Remove nipple from funnel and
            replace 3-inch tubing. Check that
            water level returns to reference
            line. If not, repeat this step. Record
            reading. Repeat  with second fun-
            nel on first block.
        13. Continue until all  blocks are tested
            and readings are recorded.
        14. Review results,  and select the
            block with  the highest U tubing
            readings. Higher  readings indicate
            better resistance to air infiltration
            (low  air permeability). Generally,
            blocks with the smoothest surface
            texture have the  best resistance.
        15. If all  results are "low," less than
            0.1 to 0.2  inch  (0.2  to 0.5  cm),
            then  you may want  to consider
            other sources of concrete block,
            another material, or coating the
                                                             Aquarium
                                                            ~ Tubing
Caulk
Tape

Graph Paper

-U Tube"
Tape

Caulk
Circular Form
                                                   Nipple
Caulk
                                                                       Caulk
      surface of the constructed block
      wall  with a cementaceous block
      filler/coating, or other durable coat-
      ing that fills the pores of the block.

Feasibility Study of Basement
Pressurization Using a
Forced-Air Furnace
In a previous project, RMB demonstrated
that a typical forced-air furnace system
could be installed to pressurize a base-
ment to  reduce radon entry. This re-
search project, in the same Pennsylva-
nia house, will determine the most effec-
tive configuration for this type of furnace
installation. EPA is collecting continuous
data on indoor conditions (temperature,
humidity, radon levels, pressure relation-
ships, and equipment operation) and out-
door conditions (temperature, humidity,
radon levels, wind speed and direction,
and barometric pressure) for each oper-
ating mode of the furnace system. The
system reduced radon levels from 19.3
to 1.5 pCi/L in summer (cooling) condi-
tions, and data are now being collected
under winter (heating) conditions. A re-
port  should be available in  the fall of
1992.

Application of Small Fans for
Active Soil Depressurization
in New Construction
EPA's proposed model standards for con-
trolling radon in new  buildings include
placing a layer of aggregate and barrier
under the slab. By meeting these stan-
dards and  sealing  the slab,  it may be
possible to use smaller ASD fans than
those now used for ASD systems in
existing houses. Smaller fans cost less
to install and operate, require less space,
and may be quieter. In addition, it might
be possible to power them with a simple
photovoltaic system. This project involves
an initial survey of at least 20 new slab-
on-grade or basement houses that meet
the requirements of the proposed model
standards. At each house, RMB will mea-
sure radon levels under three ASD oper-
ating conditions, conduct blower  door
and tracer gas tests, and obtain data on
subslab aggregate size and depth, soil
permeability,  and foundation  size and
shape. RMB will use these data, together
with information on weather patterns, to
predict the fan size required and ASD
performance  characteristics.  Based on
these results, RMB will select about six
houses to  study how well  small ASD
fans actually perform.
                 Spare Block
                           Test Block
Figure 3.    Concrete block permeability test assembly.

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Schools and Other

Large Buildings
Research

Estimated Costs of Radon
Diagnostics and Mitigation in
Schools
To date, school facility managers with
responsibility for radon mitigation have
had little information on the costs of ra-
don diagnostics and mitigation in school
buildings. The most common approaches
to radon mitigation  in schools are ASD
and heating, ventilating, and air  condi-
tioning (HVAC) system control. The costs
of HVAC control are very  school-spe-
cific, depending on  the design capabili-
ties of the existing HVAC system in the
building. To provide guidelines that school
officials  can use to  estimate the cost of
reducing radon levels with ASD systems,
seven radon mitigators with extensive
experience  in schools  were surveyed.
The  mitigators were asked to provide
cost data for two scenarios of "typical"
school buildings with elevated radon lev-
els. The mitigators provided  cost  and
labor-hour estimates for five work  ele-
ments associated with conducting radon
diagnostics and mitigation in these two
typical schools:
  •   reviewing construction plans;
      conducting diagnostic measure-
      ments;
  •   designing an ASD system;
  •   purchasing ASD materials; and
  •   installing  and checking out the
      ASD system.
Based on the results of the survey, it is
estimated that radon diagnostics and miti-
gation in a typical school would cost
roughly $0.50 persquare foot ($0.05 per
square m). It is estimated that about 20
percent of this cost is for diagnostics and
80 percent for materials and installation.
The cost would be higher in schools with
extensive subslab walls, very poor pres-
sure field extension (PFE), and building
code  and/or  asbestos complications.
Costs would be lower in simple schools
with very good PFE and no subslab bar-
riers to communication. For additional
information, see Recent RMB Publica-
tions—Papers in Section 2.

Effect of Suction Pit Volume
on Pressure Field Extension
Research  in  a Kentucky school has
helped to quantify the effect of suction
pit size on subslab depressurization. Fig-
ure 4 shows the average subslab differ-
ential  pressure  in the school with  no
suction pit and with three pits with  in-
creasing size. Subslab differential pres-
sure measurements under these four
conditions were grouped into four dis-
tance ranges from the suction point: less
than 100 feet (30.5 m), 100 to 149 feet
(45.4 m), 150 to 200 feet (45.7 to 61.0
m), and over 200 feet. For all four ranges,
the negative  pressure under the slab
increased with increased suction pit vol-
ume. Based on the results of this experi-
ment and on  other research, EPA rec-
ommends that a suction pit 3 feet (0.9 m)
in diameter and 1 foot  (0.3 m) deep be
used for maximum PFE in schools. PFE
measurements in the school showed that
one ASD point depressurized the entire
50,000-square-foot (4645-square-m)
slab, the greatest PFE coverage yet mea-
sured by RMB in an existing  building.
The  construction  characteristics of this
school were "ideal" for  installation of an
ASD system: post and beam construc-
tion, no internal barriers to subslab com-
munication, and  4 inches  (10 cm) of
coarse aggregate under the slab.

HVAC Systems in Schools
A report describing the various types of
HVAC systems found in schools across
the country describes how each system
type operates, how the systems are con-
trolled, and how system operation should
affect building pressures, ventilation, and
         Average Differential Pressure (- Inches WC)
     0.1
    0.08
    0.06
    0.04
    0.02
                   <100
                                        100-149                150-200

                                          Distance from Suction Point (Feet)
                                                 >200
                                 0x0
                                             1x1
                                                         2x2
                                                                    2x3
                                     Pit Size (depth x diameter, feet)
                                     1 inch - 2.54 centimeters
                                     1 foot = 0.305 meters
Figure 4.     Effect of suction pit size on PFE.

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radon concentrations. The report entitled
"A Study of HVAC Systems in the Cur-
rent  Stock of U. S. K-12 Schools" is
scheduled for publication later this year.

School Program Peer Review
A review of RMB's School Research Pro-
gram took place in May in Research
Triangle Park, North Carolina. The pur-
pose of the review was to present school
research results to a panel of four ex-
perts and obtain feedback for future re-
search.  Research  topics covered in-
cluded: ASD control, HVAC system con-
trol, comparison of ASD and HVAC con-
trol,  radon reduction  in crawl  space
schools, and radon prevention  in the
construction  of schools and other large
buildings.

Innovative and
Supporting Research

A Simple  Model for Describ-
ing Radon Migration and
Entry Into Houses
The relative importance of  physical
mechanisms such as diffusion, dilution,
and  radon decay may be helpful when
designing radon mitigation systems. This
model uses simplified assumptions about
the distribution of radon entry routes and
driving forces to relate  indoor radon lev-
els to soil characteristics. Under these
assumptions the model shows that:
  •   soil permeability is the most im-
      portant influence on indoor radon
      concentrations because soil per-
      meability varies naturally by five
      to six orders of magnitude;
  •   the area of the radon entry route
      is not very important;
      90 percent of the total soil gas
      flow occurs in a band surrounding
      the house with a width six times
      the depth of the basement; and
  •   because radon  decays, only the
      volume of soil within a band of
      width about two times the base-
      ment depth actually contributes to
      indoor levels (this volume may be
      much smaller at low  permeabili-
      ties).
The simplified model  provides realistic
predictions of indoor radon concentra-
tions for permeabilities higher than 1Q-"
square meters. RMB plans to extend the
model to cover transport by both advec-
tive flow and diffusion. For additional
information on this model see  Recent
RMB Publications in Section 2.

Modeling the Influence of
Active Subslab
Depressurization (ASD)
Systems on Airflows in
Subslab Aggregate Beds
When the total soil gas flow rate and the
average size, thickness, porosity, and
permeability of a subslab gravel bed are
known, this model  predicts the pressure
in the  aggregate bed as a function of
distance from a suction point. Mitigators
can  use the model to  design an ASD
mitigation  system  when  pressure field
extension (PFE) measurements  are not
available. Builders should find the model
helpful when designing  a mitigation sys-
tem based on a specified gravel bed, as
well as selecting the type of fan needed
to provide a required flow rate. The model
is based on calculating the distances at
which the soil gas flow  changes from
Darcian (lower velocities near the perim-
eter), through a "transition zone," to tur-
bulent (higher velocities) near the center
of the bed. So far, results from the model
compare well with PFE measurements
in three basement houses and espe-
cially well with measurements made in
larger buildings. For additional informa-
tion  on this model, see Recent RMB
Publications in Section  2.

Evaluation of  Radon
Movement Through Soil and
Foundation Substructures
To design  and install improved mitiga-
tion systems, EPA, mitigators, and build-
ers  need  detailed information  on how
radon  moves through  soil and  enters
buildings.  RMB  is currently conducting
pilot studies on radon movement using a
large steel chamber. This study will also
help complement the modeling work de-
scribed above.  The chamber contains
21 cubic yards (16 cubic m) of elevated-
radium soil with  known permeability,
moisture retention, density, and particle
distribution characteristics.  The  soil is
placed in the chamber to match typical
moisture and  density  conditions as
closely as possible. A central perforated
pipe under vacuum simulates a driving
force, and probes collect radon  grab
samples at varying depths and distances
from the suction point.  When  the first
series of experiments are completed later
this year, part of a foundation wall and a
floor slab will be installed in the chamber
to measure convective and diffusive ra-
don  entry characteristics.  Final results
will be included in a future  Update.

National Concrete Survey and
Assessment
This two-phase project is developing a
database on the radon transmission char-
acteristics  of typical concrete  used in
building slabs across the country. EPA
will use the results to support the devel-
opment of American Society  for Testing
and Materials (ASTM) protocols for test-
ing concrete for permeability and diffu-
sivity. The nationwide survey will collect
and  analyze 40 to 50 samples  from dif-
ferent climatic and construction regions
to determine how widely  they vary in
permeability  and diffusivity. Results will
be included in a future Update.

Effects of Leakage
Distribution and Neutral
Pressure  Level (NPL) on
Indoor Radon Concentrations

RMB is investigating the effect of leaks
in building envelopes (such  as around
windows and through electrical outlets)
on differential pressures across the slab.
The effects of leakage distribution on the
NPL will be tested  under a variety of
stack effect  conditions. Results of this
study will help determine the best places
to seal the superstructure of a  house to
reduce the driving forces for radon entry.
Studies are now underway in a test house
constructed on radium-rich  soils in
Bartow, Florida. RMB is collecting radon
data and measuring the pressure differ-
entials at floor level, across the slab, and
at various heights under both heating
and cooling  conditions. The results will
be analyzed by Lawrence Berkeley Labo-
ratory and  will help to validate newly
developed air  infiltration models. A re-
port should  be available  in the fall of
1992.
                               Section 2: Additional Information
 Recent RMB
 Publications
 This section lists RMB reports, manuals,
 papers, journal publications, and sympo-
 sium proceedings  published since the
 last Update. All publications with NTIS
 numbers are available (prepaid) from the
 National Technical Information Service,
 5285 Port Royal Road, Springfield, VA
 22161 [(703) 487-4650].  If you would
 like more information on these publica-
 tions or explanations concerning infor-
 mation contained in them, you may con-
 tact your EPA Regional Office (addresses
 and phone numbers are given after the
 publications) or the  appropriate RMB
 project officer.

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EPA Reports:
Recommended Foundation Fill Materials Construction Stan-
dard of the Florida Radon Research Program. D. Sanchez
(project officer), EPA-600/8-91-206 (NTIS PB92-105865), Oc-
tober 1991.
Recommended Sub-slab Depressurization Systems  Design
Standards of the Florida Radon Research Program. D. Sanchez
(project officer), EPA-600/8-91-208 (NTIS PB92-105626), Oc-
tober 1991.
Development of Alternate Performance Standard for Radon
Resistant Construction Based on Short-Term/Long-Term In-
door Radon Concentrations. Volume 1: Technical Report. D.
Sanchez  (project officer), EPA-600/8-91-21 Oa (NTIS PB92-
115211), October 1991.
Development of Alternate Performance Standard for Radon
Resistant Construction Based on Short-Term/Long-Term In-
door Radon Concentrations. Volume 2: Appendices. D. Sanchez
(project officer), EPA-600/8-91-21 Ob (NTIS PB92-115229),
October 1991.
Standard  Measurement Protocols: Florida Radon Research
Program. D. Sanchez (project officer), EPA-600/8-91-212 (NTIS
PB92-115294), November 1991.
Proceedings of the Workshop on Radon Potential Mapping:
Florida Radon Research Program. D. Sanchez (project offi-
cer), EPA-600/9-91 -044 (NTIS PB92-115278), November 1991.
Natural Basement Ventilation as a Radon Mitigation Tech-
nique. R. Mosley (project officer), EPA-600/R-92-059 (NTIS
PB92-166958), April 1992.

Manuals:
Durability of Performance of a Home  Radon Reduction Sys-
tem - Sub-slab Depressurization Systems, Assessment Proto-
cols. D. Sanchez  (project officer),  EPA-625/6-91-032, April
1991.
Handbook: Sub-slab  Depressurization for Low-permeability
Fill Material—Design and Installation  of a Home Radon Re-
duction System. D. Sanchez (project officer), EPA-625/6-91-
029, July  1991.
The following two manuals are currently being prepared:
  •    Radon Prevention in the Design  and Construction of
      Schools and Other Large Buildings. This manual will
      provide designers, builders, and  school  officials with
      information on how radon prevention techniques work
      and how to incorporate them during the design and
      construction stage at lower costs than retrofit systems.
      Expected publication is summer 1992.
      Radon Reduction Techniques for Existing  Houses. The
      existing version of this manual, the second edition, is
      EPA-625/5-87-019 (NTIS PB88-184908). Expected pub-
      lication of the third edition is fall 1992.

Papers:
Modeling  the Influence  of Active Subslab Depressurization
(ASD) Systems on Airflows in Subslab Aggregate Beds, EPA-
600/D-91-226 (NTIS PB91-242925). Mosley, R. B. Presented
at the 5th International Symposium on the Natural Radiation
Environment, Salzburg, Austria, September 1991.
The U.S. EPA Office of Research and Development Overview
of Current Radon Research, EPA-600/D-91-259 (NTIS PB92-
121250). Dyess, T. M., and M. C. Osborne. Presented at the
1991 Annual AARST National Fall Conference, Rockville, MD,
October 1991.
Update on Radon Mitigation Research in Schools, EPA-600/
D-91-229 (NTIS PB91-242958),  Leovic, K. W., A. B. Cratg,
and D.  B.  Harris.  Presented  at the  1991  Annual  AARST
National Fall Conference, Rockville, MD, October 1991.
The Florida Radon Research Program: Technical Support for
the Development of Radon Resistant Construction Standards,
EPA-600/D-91-235 (NTIS PB92-108109) Sanchez, D.C., R.
Dixon, and M. Madani. Presented at the 1991 Annual AARST
National Fall Conference, Rockville, MD, October 1991.
A Simple Model for Describing Radon Mitigation and Entry into
Houses, EPA-600/D-91-021 (NTIS PB91-176743). Mosley, R.
B. Presented at the 29th Hanford Symposium on Health and
the Environment, Richland, WA, October 1990.
Costs of Radon Diagnostics and Mitigation in School Build-
ings. Leovic, K. W., H. Rector, and N. Nagda. Presented at the
85th Annual AWMA Conference, Kansas City, MO, June 1992.

Journal Publications:
Cost Analysis of Soil Depressurization Techniques for Indoor
Radon Reduction. EPA-600/J-91-320 (NTIS PB92-120443),
Indoor Air, Vol. 1, No. 3, pp. 337-351,1991. Henschel, D.B.
Radon Prevention in the Design and Construction of Schools
and Other Large Buildings. Architecture/Research, Vol. 1, No.
1, pp. 32-33, October 1991, Leovic, K. W., A. B. Craig, and D.
B. Harris.
Case Study  of Radon Diagnostics and Mitigation in a  New
York State School. Indoor Air, Vol. 1, No. 4,1991, pp. 531 -538,
Leovic, K. W., D. B. Harris, M. Clarkin, and T. Brennan.

Symposium Publications:
Proceedings: The 1991  International Symposium on  Radon
and Radon  Reduction Technology.  Volume  1. Symposium
Oral Papers (Opening Session and Technical Sessions I-V). T.
Dyess (project officer),  EPA-600/9-91-037a  (NTIS  PB92-
115351), November 1991.
Proceedings: The 1991  International Symposium on  Radon
and Radon  Reduction Technology.  Volume 2. Symposium
Oral Papers (Technical Sessions VI-X). T. Dyess  (project
officer), EPA-600/9-91-037b (NTIS PB92-115369), November
1991.
Proceedings: The 1991  International Symposium on Radon
and Radon  Reduction Technology.  Volume 3. Symposium
Panel and Poster Papers (Technical Sessions I-V). T. Dyess
(project  officer),  EPA-600/9-91-037c (NTIS PB92-115377),
November 1991.
Proceedings: The 1991  International Symposium on Radon
and Radon  Reduction Technology.  Volume 4. Symposium
Poster Papers  (Technical Sessions VI-X). T.  Dyess  (project
officer), EPA-600/9-91-037d (NTIS PB92-115385), November
1991.
                                                                          "'U.S. Government Printing Office: 1992— 648-080/60029

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                                  1992 International Symposium
The  1992 International Symposium on
Radon and Radon Reduction Technol-
ogy will be held September 22-25,1992,
at the Sheraton Park Place Hotel in Min-
neapolis, Minnesota  [(800) 542-5566].
The  purpose of  this  Symposium is to
provide a forum for exchanging technical
information on radon and radon reduc-
tion technology in  the  indoor environ-
ment. The major topics to be covered at
the Symposium are: experience in  ap-
plying radon reduction and radon-resis-
tant construction techniques, measuring
radon and radon progeny, and assess-
ing radon-derived health impacts. For
information on the Symposium, contact
Tim Dyess at (919) 541-2802.
                                1992 Radon Symposium Information Card
Yes, I am interested in attending the 1992 International Symposium on Radon and Radon Reduction Technology to be held
September 22-25,1992, in Minneapolis, Minnesota. Please send me a registration form.
        Name
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                                      Detach and return to:
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                                              Frankfort, KY 40601  USA
                                              Phone (502) 227-4543;
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