1. SERVICE LIST
      2. R04-21
      3. ATTACHMENT 1: DOSE FROM DISCRETE RADIUM PARTICULATES
      4. CALCULATION #1
      5. CALCULATION OF DOSE TO SKIN FROM DISCRETE RADIUM PARTICULATES
      6. Given:
      7. CALCULATION #1
      8. CALCULATION OF DOSE TO SKIN FROM DISCRETE RADIUM PARTICULATES
      9. (continued)
      10. Dose Due to Ingestion of Radium Particulates
      11. ATTACHMENT 2:
      12. REVIEW OF
      13. CITY OF JOLIET SUPPLEMENTAL DOCUMENTS
      14. DATED NOVEMBER 24, 2004
      15. Calculations/Reports
      16. CALCULATION OF THE BENEFIT TO PUBLIC COSTS IN DOLLARS PER PERSON-
      17. REM FOR LAND APPLICATION OF BIOSOLIDS
      18. COMMENTS
      19. Specific
      20. EVALUATION OF RADIUM REMOVAL IMPACTS TO SLUDGE HANDLING AT THE
      21. EASTSIDE AND WESTSLDE WASTEWATER TREATMENT FACILITIES
      22. COMMENTS
      23. Specific
      24. REPORT OF SURVEY AT WESTSIDE WASTEWATER TREATMENT PLANT
      25. IN CITY OF JOLIET, ILLINOIS
      26. COMMENTS
      27. General
      28. Specific
      29. COMMENTS
      30. General
      31. Specific
      32. ATTACHMENT 3
      33. Given: Information from IEPA Calculation and RSSI Report
      34. CALCULATION #3
      35. Westside Plant 0.047 Ci
      36. Eastside Plant 0.046 Ci
      37. 0.093 CL/yr (IEPA)
      38. 0.085 CL/yr (Clark Dietz)
      39. 0.294 CL/yr (IEPA)
      40. Where did the Radium go?
      41. ATTACHMENT 4
      42. AMOUNT OF APPLICATION AREA (ACREAGE)
      43. REQUIRED TO ALLOW PLACEMENT
      44. OF JOLIET POTW SLUDGE ON LOCAL FARM FIELDS
      45. Westside Plant
      46. Eastside Plant 0.38 pCilg vs 4.9 E-5 pCi/g
      47. CALCULATION #4-A
      48. Westside Plant
      49. 8.963 E8 g
      50. 88.2 E9 pCi
      51. 98.40 pCiIg
      52. 35,380 g/ft3
      53. 0.29 pCi/g
      54. CALCULATION #4-B
      55. 205.79 E9 pCi
      56. pCi/ft2
      57. 35.380 g/ft3
      58. 0.5 ft
      59. 0.38 pCilg
      60. CALCULATION #4-B
      61. EVALUATION OF RADIUM/SOIL FIELD MIX UTILIZING RSSI
      62. APPLICATION RATE AND RADIUM CONCENTRATIONS
      63. CALCULATION #5
      64. RADIUM/SOIL FIELD MIX USING JOLIET DATA
      65. g/ft2
      66. 3,499 pCiIft~
      67. 35,380 g/ft3
      68. 0.5 ft
      69. 0.198 pCi/g
      70. Note: O.198pCi/g 0.1 pCi/g IEPA /IEMA limit.
      71. CALCULATION #5
      72. RADIUM/SOIL FIELD MIX USING JOLIET DATA
      73. RADIUM/SOIL FIELD MIX USING JOLIET DATA
      74. (continued)
      75. 1,312 pCi/ft2
      76. 35,380 g/ft3
      77. 0.5 ft
      78. 0.07 pCi/g
      79. Note: 0.07pCi/g 0.1 pCi/g IEPA /IEMA limit.
      80. ATTACHMENT 6
      81. EVALUATION OF RADIUM/SOIL FIELD MIX FROM JOLIET’S
      82. WESTSIDE AND EASTSIDE POTW SLUDGE
      83. CALCULATION #6-A
      84. (5 pCi/L in water supply)
      85. Westside Plant
      86. Sludge 8.963 E8 g
      87. Average Radium Concentration 5 pCi/L
      88. RadiumSoilSludgeWeight
      89. LoadingLoading
      90. x 52.065
      91. 1,937
      92. pCi/ft
      93. 1,93752.06535,380
      94. CALCULATION #6-A
      95. (continued)
      96. Plow Down 0.5 ft
      97. Radium/Soil Field Mix 0.11 pCilg
      98. CALCULATION #6-B
      99. Given: From IEPA Calculations (and 5 pCi/L water supply)
      100. Eastside Plant
      101. Sludge 2.177 E9 g
      102. Average Radium Concentration 5.0 pCi/L
      103. SludgeSoilRadiumWeight
      104. 35.73.4LoadingLoading
      105. drypCilg
      106. tons/acrex
      107. 453.5924x
      108. 70.809x
      109. #/ton2,528x
      110. pCi/ft453.5924
      111. pCi/ftg/ftg/ft232
      112. CALCULATION #6-B
      113. (5 pCiIL in water supply)
      114. (continued)
      115. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      116. ATTACHMENT 7:
      117. COMMENTS ON “CONSERVATISM” OF DOE BIOTA DOSE METHODOLOGY
      118. The following input data from the study was used:
      119. Sediment (Round Lake) 12.2 pCi/g
      120. Mussels (Round Lake) 205 pCi/g
      121. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      122. CALCULATION #7
      123. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      124. Round Lake Radium-226 concentrations in:
      125. CALCULATION #7
      126. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      127. Alpha Emitters
      128. Da 5.76 x 10~~ n C0 _Gy h’
      129. 35.1 _Gy/hr x
      130. Total.0001
      131. 1.68 Rem/day 1.0 Rad/day DOE Biota Limit
      132. Total
      133. CALCULATION #7
      134. CALCULATION #7
      135. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      136. Beta Emitters
      137. Pb-214Bi-214
      138. (5.76
      139. 10~)(0.291)(1)(5,695
      140. 0.30)
      141. Gy h’
      142. Alpha Emitters
      143. Beta Emitters
      144. Gamma Emitters
      145. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      146. external doses to the mussel were also determined.
      147. CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
      148. Conclusion
  1. Table 1: Aquatic BCG Report for Level 2
      1. rconcentration BCG R ~ Limiting
  2. Table 2: Aquatic Dose Report for Level 2 in radld
      1. Gamma-..ray energy, Mev
      2. a I3
  3. RSM Extended Pilot
  4. WRT Radon Results, provided by Joliet
      1. 30-day vendor pilot
      2. TreatmentTank
      3. Distance Ra-226 Dose Rate

ORIGINAL
BEFORE THE POLLUTION CONTROL BOARD
OF THE STATE OF ILLiNOIS
DEC 08 2004
IN THE MATTER OF:
)
POUUt~~?~d
REVISIONS TO RADIUM WATER
)
QUALITY STANDARDS: PROPOSED
)
R04-21
(‘~ ~
NEW
35
ILL. ADM1N. CODE 302.307
)
Rulemaking
-
Water
AND AMENDMENTS TO
35
ILL. ADMIN.
)
CODE 302.207 AND
302.525
)
NOTICE OF FILING
To:
See Attached Service List
Please take notice that on December 8, 2004, we filed with the Office ofthe Clerk ofthe
Illinois Pollution Control Board an original and ten copies of the attached
COMMENTS
SUBMITTED BY
THEODORE ADAMS, BRL4NANDERSONAND CHARLES WILLIAMS,
a copy ofwhich is served upon you.
Respectfully submitted,
WATER
DIATION TECHNOLOGY, LLC
By:
One
C7j
i Attorneys
Jeffrey C. Fort
Letissa Carver Reid
Sonnenschein Nath & Rosenthal LLP
8000 Sears Tower
Chicago, Illinois 60606
(312) 876-8000
THIS FILING IS BEING SUBMITTED ON RECYCLED PAPER

SERVICE LIST
R04-21
Dorothy Gunn
Clerk ofthe Board
Illinois Pollution Control Board
100 West Randolph Street
Suite 11-500
Chicago, IL 60601
Amy Antoniolli
Hearing Officer
Illinois Pollution Control Board
100 West Randolph Street
Suite 11-500
Chicago, IL 60601
Deborah J. Williams
Stefanie N. Diers
Illinois Environmental ProtectiOnAgency
1021 North Grand Avenue East
P.O. Box 19276
Springfield, IL 62794-9276
Joel J. Stemstein, Assistant Attorney General
Matthew J. Dunn, Division Chief
Office ofthe Illinois Attorney General
Environmental Bureau
188 West Randolph
20th
Floor
Chicago, IL 60601
Stanley Yonkauski
Acting General Counsel
Illinois Department ofNatural Resources
One Natural Resources Way
Springfield, IL 62701
Richard Lanyon
Metropolitan Water Reclamation District
100 East Erie Street
Chicago, IL 60611
Roy M. Harsch
Sasha M. Engle
Gardner Carton & Douglas
191 North Wacker Drive
Suite 3700
Chicago, IL 60606-1698
Claire A. Manning
Posegate & Denes
111 North Sixth Street
Springfield, IL 62701
Lisa Frede
CICI
2250 East Devon Avenue
Suite 239
Des Plaines, IL 60018
William Seith
Total Environmental Solutions
631 East Butterfield Road
Suite 315
Lombard, IL 60148
Albert F. Ettinger
Environmental Law and Policy Center
35 East Wacker Drive
Suite 1300
Chicago, IL 60601
John McMahon
Wilkie & McMahon
8 East Main Street
Champaign, IL 61820
Dennis L. Duffield
CityofJoliet
Department ofPublic Works and Utilities
921 East Washington Street
Joliet, IL 60431
Abdul Khalique
Metropolitan Water Reclamation District of
Greater Chicago
6001 West Pershing Road
Cicero, IL 60804

ORIGINAL
CLERK’S OFRCE
T. G. ADAMS and ASSOCIATES, INC.
DEC 0
11
West Main
Street
2004
Springville, NY 14141
~Sf~TE
00F
ILLINOIS
(716) 592-3431 FAX (716)
592-3439
0 U
~Ofl ontrol Board
December
7,
2004
A. Antoniolli
Illinois Pollution Control Board
State ofIllinois
Suite 11-500
100 W.Randolph
Chicago, IL 60601
Dear Hearing Officer Antoniolli,
I have been in attendance at the hearings on August 24, and October 21 and 22. Ihave also
reviewedthe prior testimony and the documents submitted by the Agency, the City ofJoliet and
the Metropolitan water reclamation District of Greater Chicago. Based on that review, I believe
that there are several misunderstandings about radiation generally, and particularly the potential
effects and exposure ofradium in sludge.
The potency of radium particles and their behavior in POTWs
There appears to be a general lack ofunderstanding about the toxicity ofradium particles that are
formed from the treatment ofnaturally occurring radium materials. These materials
--
known as
Technically Enhanced Naturally Occurring Radioactive Materials orTENORM
-
are not the
same as they occur naturally. When the NORM are treated, such as with the HMO process, they
become concentrated radiumparticles. These are the kind ofparticles that led to the clean-up
costs in Ohio and Pennsylvaniathat I discussed in my August testimony. These are the kind of
particles that the NRC and subsequently the NRC-agreement states such as Illinois banned
from being placed into POTWs through the investigations and rulemaking activities Ihave
discussed in my testimony and exhibits.
As an example, the concentration ofradium on a particle from an HMO process likely is in the
range of 10,000 pCi/g, to 70,000 pCi/g. These particulates will be in the sludge that is placed on
the farm field, the parks and other public area where the sludge is used as a fertilizer. A small
amount ofthese particles on a chikfs face or arm could produce as much as 320 mRem dose to
that area in a 6-hour period. Every time the child goes out to play in the yard/field he/she is able
to pick up these high activity radium particulates and be exposed to unnecessary and unwanted
risks to skin cancer and lesions.
The exposure would be greater if the particle were ingested or inhaled. Ifa child ingested 2
grams ofthese particles he/she could be exposed to 350 mRem, which is
3.5
times the NRC
allowable exposure to the public (100 mRemlyr), but obtained in Only one exposure event. See
Attachment 1 to this comment.

Comments on the supplemental documentation submitted
by
the City of Joliet
These documents maybe the reports relied upon by Dennis Duffield during his testimony on
October 22. However, the reports are very fragmentary and do not appear to match, in at least
one instance, the reports that he promised to provide. We have numerous questions about these
documents, both as to their bases, their scientific acceptability and their completeness. The
document appearing at Tab 3 regarding the Westside Treatment Plant does not appear to be the
report on worker safety Mr. Duffleld described in his testimony; it appears to relate to surveys
and sampling ofthe WRT pilot plant and the Westside Treatment Plant. The report at Tab 4
ostensibly dealing with risks from exposure to soils that had been land-applied has several
inaccuracies, and it does not disclose the basis for the input assumptions. Those inputs are quite
different from those used by ISCORS analysis. And the analysis is cut offafter 7 years
-
ostensibly because the resident will move in that period oftime. But dermal exposure to high
activity radium particles, such as digging in a garden orplaying in a sludge augmented
field/yard, as well as ingestion exposures, do not appear to have been taken into account.
My comments on the 4 documents are presented in Attachment 2. The relevance ofthese
documents to this matter would have been much more clear had theybeen produced during the
October hearings, allowing questions to be asked. Nothing in them causes me to believe that my
prior testimony was not accurate for the issues addressed. And none ofthese documents address
the effects ofTENORM and exposures to particles ofhigh radium activity.
Inaccuracies and observations relating to the documents-submitted-by Illinois EPA
At the August 24 hearing, IEPA presented three documents that were marked as exhibits. No
one from the Agency testified in support ofthose documents. I was expecting an opportunity to
explore those documents since theyincluded some clear errors in calculations~Instead, we found
that the one conclusion potentially relating to water quality was done by someone no longer with
the Agency and no one at the Agency could vouch for his calculations calculations which during
the August hearing I stated my disagreement.
With respect to the issues raised by Tab 4 submitted by Joliet, and the assertions included in the
Agency’s document Exhibit 11, Ihave noted several inconsistencies that are troubling.
First, I was surprised to find that therewas a substantial amount ofradiation unaccounted for
between the total levels documented by IEPA’s Exhibit 11, and the calculations done by Dr Port
Joliet, Tab 4. Approximately .2 Curie per year is missing. That is a very large amount of
radiation, about half ofthe level that created a major problem in the North-East Ohio Regional
Sanitary District POTW. See Attachment 3 to this comment
Second, it appears that the Agency’s calculations on the amount of acreage that Joliet should use
to apply its sludge is 3 times greater than represented by the Agency.
Those calculations and their bases are in Attachment 4 to this comment.
Third, it appears that with the actual sludge levels sampled by the City ofJoljet, that the
Westside plant does not meet the 0.1 pCi/g standard contained in the IDNS/IEPA memorandum
ofagreement. Instead it appears that the sludge levels require twice as much land to meet the
IDNS standard. Interestingly, the East Side plant
-
which has sludge levels ofless 18 pCi/g does
2

meet the IDNS standard; it maybe that at the current application rates allowed by JEPA that any
sludge with levels over about 25 pCilgwill exceed the 0.lpCiIg standard. See calculations in
Attachment
5
to this comment.
Finally, I examined the effect on sludge levels ofa
5
pCi/l concentration in the wastewater
entering the Joliet treatment plants. Those calculations indicate that if the ONLY material
incoming is compliant with the drinking water standard of
5
pCi/I, that the sludge will barely
meet the 0.1 pCi/g limit in the IDNS-IEPA agreement. See Attachment 6. This would confirm
that the filtrate from treating the groundwater for Joliet should not be discharged into the POTW,
and certainly could not if the watertreatment plant were licensed. Obviously, I believe that is
the prudent engineering choice to make, forreasons completely apart from the relationship
between the maximum allowable federal drinking water level, and the IDNS-IEPA soil
application rule.
Further
comments on the BDAC approach
There was not time to respond to the comments at the last hearing about the alleged conservatism
ofthe BDAC approach. Dr Anderson has explained why the approach is not conservative from
an ecological perspective. I have used the BDAC approach to give an example ofwhat a water
quality standard might be based on the formulas included there.
Since that last hearing I did one further calculation that I wanted to share. I applied the BDAC
formula to the conditions at the lakes in Florida to see how it worked. I found that the Florida
situation passed the BDAC screening criteria. Then I calculated the actual radioactive dose, and
found that the actual radioactive dose in that situation exceeded the 1.0 Rad/day dose required by
the DOE order. From this I must conclude that the BDAC methodology is not perfect in
equating environmental conditions to the DOE standard, and that it may give a false sense of re-
assurance. These calculations are included as Attachment 7.
Feedback from NEORSD and KJSKJ POTW Representatives
As part ofmy evaluation ofthe impacts to POTWs from insoluble radioactive particulates
discharged to the sewers/drains, I contacted two ofmy clients who have been the recipients of
‘htdioactive solid~’placedinto theirsewers. I contacted Mr. Robert Kossack; Directorofthe
KISKI Valley Water Pollution Control Authority (KVWPCA) on what was his opinion of
allowing radioactive particles to be released to the sanitary sewer/drains. His response was an
emphatic’NOT A GOOD IDEA!’ (Approximately 10 years ago, the KWVPCA ended up with a
lagoon full ofuranium contaminated ash as a result of an NRC licensee discharging allowable
quantities ofinsoluble uranium down the sewer and into the POTW. The issue has still not been
resolved).
Mr. Kossack then went on to say that following his experience with the contaminated ash, the
KVWPCA took immediate action under their Pretreatment Permit Program and instituted a’No
Radioactive Solids Down the Sewe~’requirementon the NRC licensee. Rather thancomply with
the permit condition, the licensee disposed oftheir uranium material offsite.
3

I also contacted Mr. Thomas Lenhart from the Northeast Ohio Regional Sewer District
(NEORSD). In 1991 the NEORSD discovered cobalt-60 contaminated ash on their Easterly
Plant property and their Southerly Plant Property and dewatering lagoons. Remediation costs
have exceeded $2M to date and the NEORSD is now required to be an Ohio Radioactive
Materials Licensee.
Mr. Lenhart responded to my question by stating”llie total amount ofCo-60 in terms ofphysical
quantity was a tiny fraction of an ounce, only a gram ortwo. This gram or two ofmaterial was
mixed in hundreds oftons ofash and yet still posed a regulatory issue due to hot spots resulting
from the cobalt high activity.. NEORSD has to date spent approximately $2M addressing the
resulting issues~’
He continued by stating,’The studies (ISCORS) suggest that while neither man-made
radionuclides norNORM are usually a problem for the POTWs, in certain circumstances levels
ofactivity can be ofregulatory concern, as happened at NEORSD. Furthermore, the cost of
contaminating a POTW, even at extremely low levels, can be well into the millions~’
Regarding watertreatment technologies, Mr. Lenhart stated,’1 do not endorse any particular
technology or process. However, where there are inexpensive and effective processes available
to avoid the disposal ofradioactive materials into sanitary sewers, these processes or
technologies should be considered~’
Based on the responses from these POTWrepresentatives who have experienced the financial
impacts, potential liabilities, and concern over worker and public safety, the allowing ofthe
discharge ofradioactive particulates down the sewers by the JEPA/IBMA is inappropriate.
Conclusion
It appears that the IEPA is not conversant with the kinds ofissues raised by control ofradiation.
Moreover, the NRC and the agreement states have had experience with the very issue that
Illinois is confronting in this proceeding. I believe that what is done with the radium AFTER it
is removed from the drinking water supply is very important and should not be trivialized. I urge
Illinois to learn from what the NRC and other POTWs have learned. I urge Illinois to keep
radioactive solids out of sanitary sewers and to not dispose ofradium filtrate by putting it back
into the environment.
Sincerely,
c
Theodore G. Adams
4

CALCULATION OF DOSE TO
SKIN
FROM DISCRETE RADIUM PARTICULATES
ATTACHMENT 1: DOSE FROM DISCRETE RADIUM PARTICULATES
There are a number ofbest available and small system compliance treatment technologies
available for removal ofradionuclides (radium in our case) from drinking water. These
technologies include, but are not limited to:
Ion Exchange (IX)
Reverse Osmosis (RO)
Lime Softening
Hydrous Manganese Oxide (HMO)
Some ofthe treatment technologies produce a relatively soluble radium effluent, while others
like HMO produce a solid radium (i.e., spent resin) or particulate residual.
The Hydrous Manganese Oxide (HMO) treatment process produces two types of residuals:
Liquid
-
spent filter backwash water (contains high activity radium particulates and
co-occurring contaminants)
Solid
-
spent filter media (contains radium and co-occurring contaminants and
sludge)
It is the generation ofthe high activity radium particulates in the HMO spent filter backwash, the
JEPA approved release oftheir particulates into the sanitarysewer/POTW plants, and the
ultimate further concentration of high activity in the POTW sludge which is subsequently
applied to local farmland as fertilization that is the greatest concern. Based on available process
information, radium particles from the HMO process can range from 16,000
-
70,000 pCi/g (see
attached memo from John Litz to Charles Williams)
Discrete radium particulates of this kind, with radium levels on solids of 1 0,000pCi/g to 70,000
pCilg
present a unique concern when they are part ofsludge applied to a local farm, park,
playground as fertilizer/soil augmentation.
Discrete Radioactive Particles (DRPs) orhot particles are a major concern in nuclear power
plants. Radiation protection procedures/programs have been-developed-to-address DRPs. A
large amount of effort by both the National Council on Radiation Protection and Measurement
(NCRP), the Nuclear Regulatory Commission (NRC), and other independent researchers have
been expended in evaluating the overall human health effects (i.e., skin cancers) due to the
exposure to these hot particles.
To gain an understanding ofthe potential dose impacts to individuals (i.e., children playing in
fields, parks where sludge containing high activity radium particulates was applied) who might
obtain several ofradium particulates on their skin, a dose calculation was performed.
Details of the input, assumptions, and results ofthe calculation is presented in Calculation #6.
WRTOO9.wpd
IT. G.
ADAMS AND ASSOCIATES, INC.,
12)07104
-
Page 1

CALCULATION OF DOSE TO
SKIN
FROM DISCRETE RADIUM PARTICULATES
The methodology for calculating the skin dose to the individual is provided.
WRTOO9.wpd IT. G. ADAMS AND ASSOCIATES, INC., 12107104
Page 2

CALCULATION #1
CALCULATION OF DOSE TO SKIN FROM DISCRETE RADIUM PARTICULATES
Given:
Particle Activity:
Exposure Area:
Skin Thickness:
Skin Dose Rate Factor* for Radium-226:
Exposure Time:
Activity:
Distribution:
70,000 pCi/g
410mg/cmcm2 2 (child’s neck, arm, face)
or
5.9
6 Hours0.25x
10~RemlhrSv/yrperper
jtCi/cmBq/cm22
Child playing in soil augmented with
radium particulates containing 70,000 pCi/g
3 grams ofsoil containing 70,000 pCi/g
or 210,000 pCi or 0.21 ~tCion skin
=
Hot Particle Skin Dose (Rem)
=
Particle activity (~iCi)
=
Skin Dose Factor (Rem/hrper j.tCi/cm2)
=
Residence Time on Skin (hr)
=
Area over which the dose is averaged (cm2)
D
=
ADFt/s
==
0.03
0.21
Rem
jiCi xO.25Rem/hr4tCi/cm
or 30 mRem per occurrence/event
2 x 6hrs/lOcm2
Where:
D
A
DF
t
5
*
Health Physics, 53 Pages, 138-141, Kocher & Eckerman, 1987, Pergamon Journals,
Limited
WRTOO9.wpd
IT. G.
ADAMS ANDASSOCIATES, INC., 12)07/04
Page 3

CALCULATION #1
CALCULATION OF DOSE TO SKIN FROM DISCRETE RADIUM PARTICULATES
(continued)
Prior to April
5,
2002, the hot particle skin exposure was averaged over 1 cm2 of the skin. Prior
to this date, the NRC requested the NCRP evaluate this approach. NCRP issued Report No. 130
(NCRP 1999) and Statement No. 9 on March 30, 2001, which supported among other
recommendations that the hot particle dose be averaged at 10 cm2 rather than 1 cm2. On April
5,
2002, the NRC revised the area to be averaged from 1 cm2 to 10 cm2.
Ifthe pre-2002 NRC rule was still in effect, the skin dose to the child would be 0.32 Rem or 320
mRem! This dose would be forjust one exposure event. Whether it is 30 or 300 mRem, every
time the child goes out to play in the yard, he/she is able to pick up these high activity radium
particulates and be exposed to unnecessary and unwanted radiation and unnecessary risk to skin
cancer and lesions.
Dose Due to Ingestion of Radium Particulates
If a gram or two ofthese were ingested by a young child, which is not unreasonable, the results
would be:
Given:
2 grams (140,000 pCi or 0.14 p~Ci)ofRadium-226 was ingested.
All radium was retained in body (i.e., body burden of0.14 ~tCi)
ALl for radium is 2 p~Ci(NRC 10 CFR 20, Appendix B)
Use internal dose methodology used for radiation worker.
CEDE
=
5
Rem x I (~iCi)/ALI(~tCi)
=
5
Rem x 0.14 p.Ci/2 p~Ci
=
0.35 Rem or 350 mRem
Where:
CEDE
=
Committed Effective Dose Equivalent (Rem)
I
=
Activity ofIngested Radionuclide (jiCi)
ALl
=
Annual Limit on Intake (~tCi)
The 350 mRem is 3.5 times the NRC allowable exposure to the public (100 mRem/yr), but
obtained in only one exposure event.
WRTOO9,wpdlT. G. ADAMSAND ASSOCIATES, INC., 12/07/04
Page 4

ATTACHMENT 2:
REVIEW OF
CITY OF JOLIET SUPPLEMENTAL DOCUMENTS
DATED NOVEMBER 24, 2004
Based on our review ofthe following calculations/reports (provided as Tabs 1, 2, 3 and 4 of the
City of Joliet supplemental documents) the following comments/questions are offered:
Calculations/Reports
Calculation ofthe Benefit to Public Costs in Dollars per Person-Rem for Land Application
ofBiosolids (Author Unknown, Tab 1)
Evaluation ofRadium Removal Impacts to Sludge Handling at the Eastside and Westside
Wastewater Treatment Facilities (Clark Dietz, Inc., August 2004, Tab 2)
Report of Survey at Westside Wastewater Treatment Plant in City of Joliet, Illinois (RSSI,
November 15, 2004, Tab 3)
Report ofRESRAD Dose Modeling for Wastewater Treatment Plant Sludge Applied to
Land Currently Used for Agriculture (RSSI, October 18, 2004, Tab 4)
WRTOO8.wpd/T, 0. ADAMSAND ASSOCIATES, INC., 12/06/04
Page
1

CALCULATION OF THE BENEFIT TO PUBLIC COSTS IN DOLLARS PER PERSON-
REM FOR LAND APPLICATION OF BIOSOLIDS
COMMENTS
Specific
5.
Paragraph
5:
The paragraph should clarify that the 25 years doses are from the Eastside and Westside
“Model 2 Applications.”
6.
The basis for three homes per acre is not given.
7.
8.
It is not clear how the information in the first table, which shows capital and operating costs
for the Eastside and Westside POTWs, relates to the “savings associated with land
applications” in the Clark Dietz, Inc. report. There appears to be no existing operating or
capital costs presented in the subject report.
9.
The calculation ofthe cost of person-rem is incomplete. Please clarify/show costs per
person-rem using the 2,500 per person-rem costs.
10. It is not evident how the number ofpersons was determined?
WRT008.wpd IT. G. ADAMS ANDASSOCIATES, INC., 12)06/04
Page 2

EVALUATION OF RADIUM REMOVAL IMPACTS TO SLUDGE HANDLING AT THE
EASTSIDE AND WESTSLDE WASTEWATER TREATMENT FACILITIES
COMMENTS
Specific
1.
Page 3, Section 2.1, Paragraph 1, Section 1:
The daily flow of 14 mgd presented here conflicts with the 7.628 mgd presented by IEPA
from the 2002 data from the DWPC database.
2.
Page 3, Section 2.2, Paragraph 3, Section 1:
“Westside” should be “Eastside.” The “2,217.3 dry tons” presented here does not agree
with the IEPA’s 2,400 dry tons presented in the September 2003 Engineering Evaluation
Report.
3.
Page
5,
Section 3.3, Paragraph 1:
Sentence 1
But the proposed water treatment technology (HMO) will produce concentrated radium
particles in the sludge which will contain radium concentrations up to 70,000 pCi/g. (See
attached memo from John Litz to Charles Williams).
Section 2
The test results of the sludge and farmer’s field were not referenced. References and/or test
results should be provided.
However, the need for more drinking water due to population growth will require more
water be pumped from deeper wells with higher concentrations ofradium. This event
cause increases in radium concentrations to occur in the sludge.
4.
Page 6, Title: Analysis of Landfill ofAlternative:
Delete second “of.”
WRTOO8wpd/T. G. ADAMS AND ASSOCIATES, INC., 12)06/04
Page 3

5.
Page 7, Section 4
General:
Dewatering thç sludge will increase the radium concentration in the sludge. Care will need
to be taken to maintain sludge concentrations within acceptable IEPAJIEMA and landfill
operator limits.
Not all of the sludge will need to be disposed ofin a landfill, only the radium contaminted
water treatment residuals. The POTW sludge can be applied to the farmer’s field, as is
currently done.
WRTOO8.wpd/T. 0. ADAMS AND ASSOCIATES, INC., 12/06/04
Page 4

REPORT OF SURVEY AT WESTSIDE WASTEWATER TREATMENT PLANT
IN CITY OF JOLIET, ILLINOIS
COMMENTS
General
1.
No page numbers are provided.
2.
There were no purposes or objectives given for the survey and sludge sampling efforts.
Please clarify.
3.
No references are provided for fieldprocedures used to perform the surface scan, exposure
rate measurements, dose rate measurements, orthe laboratory gamma spectroscopy
analysis. Please provide copies ofthe procedures used to perform the three types of surveys
and the gamma spec analysis of the sludge sample.
4.
No mention was made ofthe use of a chain of custody procedure/form to control/maintain
custody ofthe sludge samples.
5.
No mention was made ofthe calibration status of the survey instrumentation used to
perform the survey.
10. Testimony was provided by Mr. Duffield during the October 21-22, 2004 hearings that
RSSI evaluated the production ofradon within the Joliet Westside POTW. However, there
is no description or discussion ofthis sampling effort or related results. This report does not
appear to be the same equipment.
Specific
1.
Page 1, Methodology, Paragraph 1:
Please clarify that this survey was a “scan survey” as opposed to a “static survey” (i.e., one
minute count in a particular location/spot).
2.
Page 1, Methodology, Paragraph 1:
“Surface ofthe surface.” Suggest deleting “surface and.”
3.
How much ofthe surface area tank(s) were scanned?
WRTOO8.wpd
IT. 0.
ADAMS AND ASSOCIATES, NC., 12/06/04
Page
5

4.
Page 1, Methodology. Paragraph 2, Sentence 5:
“Located” should be “locate.”
5.
Page 1, Methodology. Paragraph 2, Sentence 6:
Do not understand the relevance ofthis statement and the overall objective of the survey.
Please see General Comment 2.
6.
Page 1, Paragraphs 2 and 3:
How many exposure rate measurements were obtained?
7.
Page 1, Paragraph 4:
How many dose rate measurements were obtained?
8.
Page 2, Bulk High Resolution, Gamma Spectroscopy, Paragraph 1, Sentence 1:
Marinelli beakers are not typically used for sampling purposes due to th econcern of
contamination ofthe outside of the container and the counting system. They are usually
used for counting purposes. Please clarify.
Please clarify who counted the sludge samples and at what location/facility.
Was the sample counted utilizing an approved field/lab procedure, trained lab technician,
and under an approved Quality Assurance Plan? Please provide documentation.
9.
Page 2, Results, Paragraph 1, Sentence 1:
Where were the background level determinations made for each instrument? Were they
performed in accordance with an approved and documented field procedure? Please
provide documentation.
10. Page 2, Results, Paragraph 1. Sentence 2:
The survey described in the Methodology, Direct Reading section was a scanning survey.
Therefore, one would expect a range ofreadings/results for the surface scan screening
survey (i.e., 40-80 cpm with a high of80 cpm, a low of 40 cpm, and an average of60 cpm).
The section states, “the surface tanks were 40 cpm approximately. Please clarify.
WRTOO8.wpd
IT. G.
ADAMS AND ASSOCIATES, INC., 12)06/04
Page 6

11. Typically, drawings ofthe item(s) surveyed (i.e., tank, vehicle, floor) are provided with
locations ofeach survey point shown on the drawing. Completed survey
measurements/results can then be correlated with the location of the item where the
measurement/reading was taken. It is recommended that a drawing ofthe tank(s) be shown
and a table with the specific survey results (i.e., exposure rates, dose rates, and scan results)
be provided to correlate these results.
12. Page 3, Bulk High Resolution Gamma Spectroscopy, Paragraph 1. Sentence 1:
It is not clear based on statements made on page 2 whether the sludge sample was dried
first and then counted, orthe sample counted as soon as it was collected with no drying.
Was the 17 gram, which resulted after drying, counted in the Marinelli container or the
gamma spec system? How was counting geometry controlled?
13. Page 3, Bulk High Resolution Gamma Spectroscopy:
Typically, an analytical result for a sample is reportedwith its standard error (i.e.,
95).
The results reported in the RSSI report are shown without their associated standards errors.
Please clarify.
14. Page 3, Conclusions, Bullet 7:
What is the relevancy ofthe second sentence in the first bullet, the second bullet, and the
third bullet to the objectives (or lack thereof) of the survey?
WRTOO8.wpd /
T. G.
ADAMS AND ASSOCIATES, INC., 12)06/04
Page 7

REPORT OF RESRAD DOSE MODELING FOR WASTEWATER TREATMENT
PLANT SLUDGE APPLIED TO LAND CURRENTLY USED FOR AGRICULTURE
COMMENTS
General
There are no page numbers.
Specific
Page
1, Paragraph 1, Sentence 5:
Ra-228 is not an alpha emitter, it is a beta emitter.
2.
Page 1, Paragraph 2, Sentence 1:
“Usuallyhas” run on.
3.
Page .1. Paragraph 4, Sentence 2 and Paragraph 5, Sentence 3:
Statements are not true.
“Drinking water studies in Ontario, Canada, Illinois/Iowa, and in Wisconsin previously
havefound the association between osteosarcoma and elevated radium levels in drinking
water.
(NDHSS News Release, 9/19/03.)
“When exposure estimates were categorized in terms of total radium cancerpotency,
expressed as equivalents ofRadium-228, the resulting incidence rate among those
exposed at ?4pCi/L was 90°/shigher than those whose tap water had less than 0.5
pCi/L. The elevated incidence ofosteosarcoma was entirely associated with males.
For males in areas receiving water with ~?4pCi/L and 2.0- 3.9pCi/L, compared to those
receiving 0.5pCi/L, the rate ratios were 3.4 (95 CI 1.5, 6.7), and 3.1 (95 CI 1.3,
6.0), respectively. For males 25 and over, rate ratios were 6.2 (95 C12.0, 14) and 5.5
(95 CI 1.8, 1.3), respectively. (“Radium in Drinking Water and the Incidence of
Osteosarcoma, “DHSS, 9/19/03.)
In other words, even at the 2
-
3.9 pCi/L Ra-228 equivalent, the rate of osteosarcoma was
3.4 (3.4 times higher) for ?4 pCi/L and 3.1 for 2.0
-
3.9 pCi/L. For males over
25,
it was
6.2 and 5.5 higher.
WRTOO8.wpd /
T.
C. ADAMSAND ASSOCIATES, INC., 12/06/04
Page 8

4.
Page 1, Paragraph 6, Sentence 1:
Inconsistency with JEPA information. Range from IEPA calculation, September 2003
Engineering Report was 8.1
-
17.2 pCi/L radium, average 13.3 pCi/L for Joliet water
supply.
5.
Page 2, Paragraph 1, Sentence 2:
Please clarify the meaning of “some other form.” Is “other form concentrated radium
particles up to 16,000
-
70,000 pCi/g?” There is no mention ofconcentrated particles.
6.
Page 2, Paragraph 2, Sentence 1:
Confusing. Should read something like,
“Joliet currently ‘discharges’ the radium initially
in the water supply to the POTW where it is concentrated in the sludge or
released to the Fox River.”
7.
Page 3, Paragraph 3, Sentence 2:
“planed”
8.
Page 3, Footnote 1:
“RASRAD”
should read
“RESRAD.”
9.
Page 4, Paragraph 1, Sentence 2:
“by the Joliet?”
10. Page 8, Paragraph 1, Sentence 1:
No reference to HPS position statements is provided (it is August 2004).
11. Page 8, Paragraph 2, Sentence 2:
No reference.
12. Page 8, Paragraphs 3 and 4, Sentence 1:
No reference.
13. Page 8, Paragraph
5,
First Word:
WRTOO8.wpd /
T. G.
ADAMS ANDASSOCIATES, INC., 12/06/04
Page 9

“Joliet”
i/
WRTOO8.wpd / T. C. ADAMS AND ASSOCIATES, INC., 12/06/04
Page 10

14. Input Parameters. Page 4:
See Table 1, Comparison ofInput Parameters between RESRAD, ISCORS, and Joliet
(document number WRTOO1.wpd).
Dimension ofField
150 acres x 4,047 m2/acre
=
607,050 m2
(not
590,000 m2)
Contaminated Zone Hydraulic
4,310 rn/yr vs 210 mlyr conductivity
Contaminated Zone b Parameters
9.075 vs
2.895
or
5.3
Watershed for Nearby Stream
Saturated2,589,988Zonem2
vsHydraulic1,000,000Conductivitym2
4,310 m/yrvs lOor 100
Saturated Zone b Parameters
9.075 vs
5.3
Model for Water Transport
Non-dispersion, but RESRAD printout says Mass Balance.
Has no thickness for unsaturated zone.
Exposure duration
-
not used for dose calculations only risk.
General Joliet RESRAD analysis not consistent with input parameter in ISCORS
RESRAD analysis, i.e., shutting off plant food, meat, milk, aquatic foods, soil ingestion,
and drinking water.
WRTOO6.wpd /
T.
C. ADAMSAND ASSOCIATES, INC., 12/06/04
Page 11

15. Page 6:
3.5 tons x 1,016 Kg/ton x 1,000 g/Kg
=
3.56
x 106 glacre
not 3.2 x 106 g/acre
16. Page 6, Table Radium in Soil Field:
Eastside Plant: 0.028 pCi/g + 0.031 pCi/g
=
0.059 pCi/g
Westside Plant: 0.058 pCi/g + 0.091 pCi/g
=
0.15 pCi/g
0.15 pCilg 0.1 pCi/g JEPA / IEMA limit.
WRTOO8.wpd /
T.
C. ADAMS AND ASSOCIATES, INC., 12/06/04
Page
12

ATTACHMENT 3
COMPARISON OF ILLINOIS ENVIRONMENTAL PROTECTION AGENCY AND
RSSI ESTIMATES OF RADIUM ACTIVITY IN THE CITY OF JOLIET’S SLUDGE
A comparison ofthe amount ofradium activity reported to be in the city ofJoliet’ s sludge by the
Illinois Environmental Protection Agency (IEPA) (T.G. Adams Supplemental Testimony,
Attachment G, dated October 8, 2004) and RSSI (R.M. Harsch Supplemental Testimony,
Attachment 3, November 24, 2004) was performed. The information and methodology used to
perform the comparison is presented in Calculation #3. The methodology incorporates data from
the JEPA, RSSI, and Clark Dietz documents provided as supplemental testimony.
The comparison ofthe IEPA and RSSJlClark Dietz calculations related to radium activity in the
city ofJoliet’s sludge identified the following:
Total Annual Radium Activity in Sludge
0.294 Cl/yr
IEPA
0.093 Ci/yr
RSSI (using IEPA annual sludge production rates)
0.2 Ci/yr
0.294 Ci/yr
IEPA
0.085 Ci.yr
RSSI (using Clark Dietz sludge production rates)
0.21 Ci/yr
0.2 Ci/yr
0.21 Ci/yr
The basic question is where did the rest of the radium go? Ifit is assumed that all ofthe radium
in the raw well water went into the sludge, then the annual radium activity should be shown to be
approximately 0.294 Ci/yr for both the IEPA and RSSI calculations. Instead, there is a large
discrepancy (0.2 Ci) between the JEPA results and the RSSJIClark Dietz results. Once again,
where did the radium go?
Thus, the attempt to develop a reasonable mass balance for the Joliet POTWs using the IEPA and
RSSIICIark Dietz was unsuccessful.
Given: Information from IEPA Calculation and RSSI Report
Radium Concentrations (pCi/g) in Sludge’
Westside Plant
47.2
Eastside Plant
18.7
WRTOO4.wpd / T.C. ADAMS ANDASSOCIATES, INC., 12/07/04
Page 1

CALCULATION #3
COMPARISON OF ILLINOIS ENVIRONMENTAL PROTECTION AGENCY AND
RSSI ESTIMATES OF RADIUM ACTIVITY IN THE CITY OF JOLIET’S SLUDGE
Activity (annualproduction)
Westside Plant
0.047 Ci
47.2 pCi/g ~‘ x 988 dry tons/yr’2~x 1,016 Kg/ton x 1,000 g/Kg
=
4.74 ElO pCi
(using IEPA annual sludge production rate)
47.2 pCi/g ~ x 895.3 dry tons/yr (3) x 1,016 Kg/ton x 1,000 g/Kg
=
4.29 ElO pCi
(using Clark Dietz annual sludge production rate)
Eastside Plant
0.046 Ci
18.7 pCi/g x 2,400 dry tons/yr x 1,016 Kg/ton x 1,000 g/Kg
=
4.56
ElO pCi
(using IEPA annual sludge production rate)
18.7 pCi/g x 2,217.3 dry tons/yr x 1,016 Kg/ton x 1,000 g/Kg
=
4.21 ElO pCi
(using Clark Dietz annual sludge production rate)
Total Activity in Sludge
(annual production) ~
0.093 CL/yr (IEPA)
0.085 CL/yr (Clark Dietz)
Total Activity in Raw Water
Supply (2)
0.294 CL/yr (IEPA)
and hence sludge (i.e., assume 100
of radium in water goes to sludge
Where did the Radium go?
0.294 CL/yr
-
0.093 CL/yr
=
0.2
CL/yr (IEPA)
0.294 CL/yr
-
0.085 CL/yr 0.21 CL/yr (Clark Dietz)
0.2
0.21
WRTOO4.wpd / T.C. ADAMS AND ASSOCIATES, INC., 12/07/04
Page 2

ATTACHMENT 4
AMOUNT OF APPLICATION AREA (ACREAGE)
REQUIRED TO ALLOW PLACEMENT
OF JOLIET POTW SLUDGE ON LOCAL FARM FIELDS
A
review of the JEPA calculations/analysis ofthe application area (acres) required to allow
placement ofthe sludge from Joliet’s POTWs (East Plant and West Plant) on local farm fields
was performed. The 1EPA analysis is presented in Attachment G of T.G. Adams supplemental
testimony dated October 8, 2004. The IEPA/IEMA agreed upon radium concentration of 0.1
pCi/g (refer to IEPA/IEMA Memorandum ofAgreement dated September 13, 1984) was utilized
as a limit for the radiumlsoil field mixture.
The review identified two major errors in the JEPA’s calculations. The first error occurs in the
IEPA’s calculation ofthe “radium loading” forthe Westside and Eastside plants. The values of
52.065
gIft2 and 70.809 g/ft3 should be multiplied not divided by the radium concentrations
(98.40 pCi/g and
94.53
pCi/g), respectively, in the radiumlsludge mix.
Hence, the radium loading should be:
Westside Plant
not the
98.401.89
pCi/ftpCilg2
xcalculated
52.065
gIftby2the
=
5,123JEPA.pCi/ft2
Eastside
Plant
not the
94.531.335
pCi/ftpCi/g2xcalculated70.809
g/ftby2
=
the
6,693.5
IEPA.pCi/ft2
The second error occurs in the JEPA’s calculation ofthe “assumed soil weight” for the farm
fields. A density of 120 #/ft3 is the density of rock (i.e., granite) and is not realistic. A more
reasonable density value would be 78 #/ft3, which is the density for soil (see RSSI RESRAD
Report, Attachment 4, R.M. Harsch Supplemental Testimony, dated November 24, 2004). The
RSSI report used a value of 1.25 g/cm3 or 78 #/ft3.
Hence, the assumed soil weight for the farm fields should be:
not the
78
54,531.09
#/ft x 453.5924g/ft3
calculatedg/#
=
35,397by
theg/ftIEPA.3
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I
TO. ADAMS AND ASSOCIATES, INC.,
12/07104
Page
1

The overall impacts due to the IEPA calculation errors are:
Radiumlsoil field mix concentration is much higher
Westside Plant
0.29 pCilg vs 6.94
E-5
pCilg
Eastside Plant
0.38 pCilg vs 4.9 E-5 pCi/g
Application area is increased
Westside Plant
1,146 acres vs
395.2
acres
Eastside Plant
2,682 acres vs
705.9
acres
Thus, the amount of acreage required to allow application of the Westside Plant sludge is 2.9
times (i.e., 1,146 acres) more than the amount calculated by the JEPA. The amount ofacreage
required to allow application ofthe Eastside Plant sludge is 3.8 times (2,682 acres) more than the
amount calculated by the JEPA.
In summary, the total amount of acreage required to allow placement ofthe sludge from both the
Eastside and Westside POTW plants in compliance with the 0.1 pCi/g JEPA/JEMA limit is 3,828
acres, not the 1,100 acres as calculated by the JEPA.
Details ofthe corrected IEPA calculations are presented in Calculations #4-A and #4-B.
WRTOO5.wpd / T.G. ADAMS AND ASSOCIATES, INC., 12/07/04
Page
2

CALCULATION #4-A
RADIUM/SOIL FIELD MIX
-
WESTSIDE PLANT
Given: From IEPA Calculations
(1)
(and T.G. Adams corrections)
*
Westside Plant
Sludge
8.963 E8 g
Proportionate Radium
88.2 E9 pCi
Radium/Sludge Mix
98.40 pCiIg
Sludge Loading
Radium Loading
52.065 gIft2
98.40 pCi/g x
52.065
g/ft3
=
5,123 pCi/ft2 (instead of 1.89)
*
5,123 pCi/ft2
Soil Weight
78 #/ft3 x
453.594
g/#
=
35,380 g/ft3 (instead of 54,431)
*
35,380 g/ft3
Plow Down
0.5
ft
Radium/Soil Field Mix
0.29 pCi/g
5,123 pCi/ft2/35,380 g/ft3
(0.5
ft)
=
0.29 (instead of 6.94 E-5)
*
Application Area
1,146 acres
*
JEPA calculated
395.2
acres, but with corrected Radium/Soil Field mix, need 2.9 times
the acreage
(395.2)
or 1,146 acres to comply with the 0.1 pCi/g IEPAJIEMA limit
(e.g., 0.29/0.1
=
2.9).
WRTOO5.wpd / T.G. ADAMS AND ASSOCIATES, INC. 12/07/04
Page 3

CALCULATION #4-B
RADIUM/SOIL FIELD MIX
-
EASTSIDE PLANT
Given: From IEPA Calculations
~
(and T.G. Adams corrections)
*
Sludge
2.177E9g
Proportionate Radium
205.79 E9 pCi
Radium/Sludge Mix
94.53
pCi/g
Sludge Loading
Radium Loading
70.809
gIft2
94.53 pCi/g x 70.809 g/ft3
=
6,693.5
pCi/ft2 (instead of 1,335)
6,693.5
*
pCi/ft2
Soil Weight
78#/ft3 x
453.594
g/#
=
35,380 g/ft3 (instead of 54,431)
*
35.380 g/ft3
Plow Down
0.5 ft
Radium/Soil Field Mix
0.38 pCilg
6,693.5
pCi/ft2/35,380 g/ft3
(0.5
ft)
=
0.38 (instead of4.9 E5)
*
Application Area
2,682 acres
*
IEPA calculated 705.9 acres, but with the corrected Radium/Soil Field mix, need 3.8 times
the acreage (705 acres) or 2,682 acres to comply with the 0.1 pCi/g IEPAIIEMA limit
(e.g., (0.38/0.1
=
3.8).
Total Acreage Required
WRTOO5wpd/TG.ADAMSANDASSOCIATES, INC., 12/07/04
Page 4

CALCULATION #4-B
RADIUM/SOIL FIELD MIX
-
EASTSIDE PLANT
Westside Plant
1,146
Eastside Plant
2,682
Total 3,828 acres (not 1,100 acres as IEPA calculated)
(1)
EPA Calculation (T,G. Adams Supplemental Testimony, Attachment G, October 8, 2004)
WRTOO5.wpd /
TO. ADAMS AND ASSOCIATES, INC., 12/07/04
Page
5

ATTACHMENT
5
EVALUATION OF RADIUM/SOIL FIELD MIX UTILIZING RSSI
APPLICATION RATE AND RADIUM CONCENTRATIONS
An evaluation was conducted of the radiumlsoil field mix (pCi/g) that was calculated by utilizing
an application rate of 3.5 dry tons/acre and radium concentrations of48 pCi/g and 18 pCi/g for
Joliet’s Westside and Eastside plants, respectively, as documented in the RSSI report (R.M.
Harsch Supplemental Testimony, Attachment 4, dated November 24, 2004).
Details of the subject calculations for both the Westside and Eastside plants are shown in
Calculation
#5.
The results ofthe calculations show that for an application rate of 3.5 dry tons/acre and the
radium concentration of48 pCi/g and 18 pCi/g for the Westside and Eastside plants, respectively,
the 0.1 pCi/g JEPA/JEMA limit will be exceeded by the Westside Plant (0.198 pCi/g vs 0.1 pCi/g
IEPAIIEMA limit).
WRTOO6.wpd / 1G. ADAMS AND ASSOCIATES, INC., 12/07/04
Page
1

CALCULATION #5
RADIUM/SOIL FIELD MIX USING JOLIET DATA
Radium in Sludge
Westside Plant
48 pCi/g
Eastside Plant
18 pCi/g
Westside Plant
Sludge Loading
3.5
drytons/acre x 2,000 #/ton x
453.592
g/#
Radium/
43,560Loadingft2/acre
72.9
=
72.9
g/ft2
gIft2
3,499 pCiIft~
48 pCi/g x 72.9 g/ft2
=
3,499 pCi/ft2
Soil Weight
78 #/ft3 x 453.594 g/#
=
35,380 g/ft3
Plow Down
35,380 g/ft3
0.5 ft
Radium/Soil Field Mix
0.198 pCi/g
3,499 pCi/ft2 / 35,380 g/ft3 (0.5 ft) 0.198 pCi/g
Note: O.198pCi/g 0.1 pCi/g IEPA /IEMA limit.
Eastside Plant
Sludge Loading
WRTOO6.wpd / TO. ADAMSAND ASSOCIATES, INC., 12/07/04
Page
72.92
g/ft2

CALCULATION #5
RADIUM/SOIL FIELD MIX USING JOLIET DATA
3.5
tons/acre x 2,000 #/ton x 453.592 g/# / 43,560 ft2/acre
=
72.9 g/ft2
WRTOO6.wpd / T.O. ADAMS AND ASSOCIATES, INC., 12/07/04
Page
3

CALCULATION
#5
RADIUM/SOIL FIELD MIX USING JOLIET DATA
(continued)
Radium Loading
18 pCi/g x 72.9 g/ft2
=
1,312 pCi/ft2
Soil Weight
1,312 pCi/ft2
Plow Down
35,380 g/ft3
0.5 ft
Radium/Soil Field Mix
0.07 pCi/g
1,312 pCi/ft2 / 35,380 g/ft3 (0.5 ft) 0.07 pCi/g
Note: 0.07pCi/g 0.1 pCi/g IEPA /IEMA limit.
WRTOO6.wpd / T.O. ADAMSAND ASSOCIATES, INC., 12/07/04
Page 4

ATTACHMENT 6
EVALUATION OF RADIUM/SOIL FIELD MIX FROM JOLIET’S
WESTSIDE AND EASTSIDE POTW SLUDGE
AT A RADIUM CONCENTRATION OF
5
pCi/L
IN THE INFLUENT TO THE PLANTS
An evaluation was conducted ofthe radiuin/soil field mix from Joliet’ s Westside and Eastside
POTWs utilizing information from the IEPA analysis ofJoliet’s water and wastewater plants.
The radium effluent concentration from the Joliet water treatment plant was limited to
5
pCi/L,
the USEPA drinking water limit.
The details ofthe calculations are presented as Calculations #6-A and #6-B.
The results ofthe calculations show that with a water treatment effluent radium concentration of
5
pCi/L, and assuming all radium in treated drinking water goes to the POTWs, the radiumlsoil
field mix for either the Westside or Eastside plants will meet the 0.1 pCi/g IEPA/IEMA limit.
WRTOO7.wpd/T.G.ADAMSANDASSOCIATES, INC., 12106/04
Page 1

CALCULATION #6-A
RADIUM/SOIL FIELD MIX
-
WESTSIDE PLANT
(5 pCi/L in water supply)
Given: From IEPA Calculations~’~(and
5 pCIIL
water supply)
Westside Plant
Sludge
8.963 E8 g
Average Radium Concentration
5 pCi/L
Radium Production
1.1 Eli pCi/yr or .11
Ci/yr
16 mgd x 3.785 L/gal
=
60.56 E6 L/day
60.56 E6 L/day x 5 pCi/L
=
302.8 E6 pCi/day
302.8 E6 pCi/day x 365 days/yr
=
1.1 Eli pCi/yr or .11 Cilyr
Proportionate Radium (30)
3.33 EiO pCi
1.1 Eli pCi x .30
=
3.33 Ei0 pCi
Radium/Sludge Mix
37.2
pCi/g
3.33 ElO pCiI8.963 E8 g
=
37.2
pCi/g
RadiumSoilSludgeWeight
78
37.2
2.5
LoadingLoading
#/ftdry
pCi/g
3
tons/acrex
453.594
x 52.065
x
g/#
2,000
g/ft
=
2
35,380
=
#/ton
1,937
g/ftx
pCi/ft
453.59243
2
g/#
1,93752.06535,380
/
43,560pCi/ftg/ftg/ft322ft2/acre
=
52.065
gIft2
WRTOO7.wpd / T.O. ADAMS AND ASSOCIATES, INC., 12/06/04
Page
2

CALCULATION #6-A
RADIUM/SOIL FIELD MIX
-
WESTSIDE PLANT
(5 pCi/L in water supply)
(continued)
Plow Down
0.5 ft
Radium/Soil Field Mix
0.11 pCilg
1,937 pCi/ft2 /35,380 g/ft3 (0.5 ft)
=
0.11 pCiIg
Note: Meets/comes close to
meeting
0.1 pCi/g IEPA/IEMA limit. Will meet limit when taking
into consideration not all radium will go to sludge.
(1)
IEPA Calculation (T.G. Adams Supplemental Testimony, Attachment G, October 8, 2004)
WRTOO7.wpd / 1.0. ADAMSAND ASSOCIATES, INC., 12/06/04
Page
3

CALCULATION #6-B
RADIUM/SOIL FIELD MIX
-
EASTSIDE PLANT
(5
pCi/L
in water supply)
Given: From IEPA Calculations (and 5 pCi/L water supply)
Eastside Plant
Sludge
2.177 E9 g
Average Radium Concentration
5.0 pCi/L
Radium Production
1.1 Eli pCi/yr or .11 Cl/yr
(see calculation for Westside Plant)
Proportionate. Radium (70)
7.77
ElO pCi
1.11 Eli pCi x .70
=
7.77
ElO pCi
Radium
I
Sludge Mix
35.7 pCi/g
7.77 ElO pCi/2.177 E9 g
=
35.7
pCi/g
SludgeSoilRadiumWeight
78
35.73.4LoadingLoading
#/ft
drypCilg
3
tons/acrex
453.5924x
70.809x
g/#2,000g/ft
=
3
35,380
#/ton2,528x
g/ft
pCi/ft453.5924
3
2
g/ft2,52835,38070.809
/
43,560
pCi/ftg/ftg/ft232
ft2/acre
=
70.809 g/ft2
WRTOO7.wpd / 1.0. ADAMSAND ASSOCIATES, INC., 12/06/04
Page 4

CALCULATION #6-B
RADIUM/SOIL FIELD MIX
-
EASTSIDE PLANT
(5 pCiIL in water supply)
(continued)
Plow Down
0.5 ft
Radium / Soil Field Mix
0.14 pCilg
2,528 pCi/ft2
I
35,380 g/ft3 (0.5 ft)
=
0.14
Note: Meets/comes close to meeting 0.1 pCi./g IEPA/IEMA limit. Will meet the limit when
taking into consideration not all radium will go to the sludge.
WRTOO7.wpd/T.G. ADAMS AND ASSOCIATES, INC., 12/06/04
Page
5

CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
ATTACHMENT 7:
COMMENTS ON “CONSERVATISM” OF DOE BIOTA DOSE METHODOLOGY
The IEPA provided testimony that the DOE Biota Dose Assessment Committee (BDAC)
methodology was overly conservative and did not provide realistic assumptions and/or
limits in which to evaluate the effort(s) of radionuclides (radium)-on~ak:organismsand
riparian animals (limiting organism for radium).
As will be demonstrated in the subsequent paragraphs and accompanying dose
calculations, this statement is not correct (for a more detailed presentation ofthe DOE
BDAC and the related DOE Standard 1153-2002, please refer to T.G. Adams Supplemental
Testimony, Attachment B, dated October 8, 2004).
To demonstrate that the DOE BDAC methodology can at times be less than conservative, a
comparison was made between the results of a standard biota dose determination using the
RESRAD Biota model and a manual calculation used in determining the dose to an aquatic
organism (i.e., a mussel).
Information from a study on the effects ofRadium-226 in several central Florida lake
ecosystems~1~(see T.G. Adams Supplemental Testimony, Attachment D, dated October 8,
2004) was used as input data for both approaches.
The following input data from the study was used:
Medium
Ra-226 Concentration
(pCi/L
or
pCi/g)
Lake Water (Round Lake)
1.6
pCi/L
Sediment (Round Lake)
12.2 pCi/g
Mussels (Round Lake)
205 pCi/g
Inserting the Ra-226 values for water (1.6
pCi/L)
and sediment (12.2
pCi/g)
from the
Florida study into the RESRAD Biota Dose computer model resulted in the model
concluding that the Ra-226 concentrations in the water and sediment did not exceed the
established respective radium Biota Concentration Guide (BCG) for water (4.0
pCi/L)
or
sediment (101 pCi/g). Thus, the DOE Biota Dose model concluded that the radium water
and sediment concentrations were less than their respective BCGs and hence resulted in the
sum of the fractions of less than 1.0.
1.6/4.0
+
12.2/101
=
.4
+
.12
=
.52 1 (See RESRAD
Table 1)
WRTOO3.wpd / T. G. ADAMSAND ASSOCIATES, INC., 12107/04
Page 1

CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
Furthermore, the Dose to the aquatic and reprian animals calculated by the
RESRAD
Biota Dose model were 1.58E-l and 5.13E-2 RAD/day, respectively, which is less than the
1.0 and 0.1 R&D/day DOE limits (See
RESRAD
Table 2).
WRTOO3.wpd /T. 0. ADAMS ANDASSOCIATES, INC., 12/07/04
Page
2

CALCULATED DOSE RATES
USING
DATA FROM FLORIDA
STUDY AUGUST 2000
Therefore, based on the results above, the DOE established biota protection limit of0.1
Rad/day for the limiting organism,
the
riparian animal or 1.0 Rad/day for aquatic
organisms was not exceeded.
In comparison, the
same information from the Florida study was used to determine the
dose to an aquatic organism
(i.e.,
mussel) applying the methodology used by Blaylock et al,
September i993.(2) The details ofthe determination of the dose (both internal and external)
due to the radium in the Florida lake ecosystem is presented in Calculation
#7.
Results ofthe calculation show that the most contributing internal dose comes from the
alpha emitters
(Ra-226
and related daughters). The contribution of external dose from
radium related alpha,
beta,
or gamma emitters were negligible. Most importantly,
however, was the fact that the internal dose calculated for the mussels was 1.68 Rad/day.
This dose is greater than the 1.0
Rad/day
limit for aquatic organisms established by the
DOE standard to protect biota. This dose is also comparable to the
5.5 Rad/day
determined by Hazardous Substance and Waste Management Research, Inc., in their
August 2000 study~’~(T.G. Adams Supplemental Testimony, Attachment D, dated October
8, 2004).
Thus, contrary to
the
IEPA’s contention, the DOE Biota Dose approach can be less
than conservative under certain conditions.
(1)
Hazardous Substance and Waste Management Research, mc,, Human Health Risk Assessment and Preliminary Ecological
Evaluation Regarding Potential Exposure to Radium-226 in Several Central Florida Lake Ecosystems,August2000
(2)
Blaylock, et al, Methodology for Estimating Radiation Dose Rates to Freshwater Biota Exposed to Radionuclides in the Environment,
ES/ERITM-78, September 1993
-
WRTOO3.wpd
11.0.
ADAMS AND ASSOCIATES, INC., 12/07/04
Page
3

CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
Given: Information-from human Health Risk Assessment and Preliminary Ecological
Evaluation Regarding Potential Exposure to Radium-226 in Several Central Florida Lake
Ecosystems, Hazardous Substance and Waste Management Research, Inc., August 2000
Round Lake Radium-226 concentrations in:
Sediment:
12
pCi/g, dry
Water:
1.6
pCifL
Mussel:
205 pCi/g, dry
Mussel
Activity
205
pCi/g x 1,000 g/kg x I Bq/27 pCi
=
7,593 Bq/kg (dry) x .75
=
5,695 Bq/kg (wet)
Sediment Activity
12
pCi/g x 1,000 g/kg x 1 Bq/27 pCi
=
444 Bq/kg (dry) x
.75
=
333 Bq/kg (wet)
Water Activity
1.6
pCiIL x 1 Bq127 pCi
=
0.06 Bq/L
Dose Rates to Mussels from Ra-226
*
Given: Isotopes
Ra-226
and short-lived progeny
Geometry
Mussels
Activity in Organism
5,695 Bq ofRa-226/kg (wet weight)
Water Activity
0.06 (Bq/L)
Sediment Activity
333 Bq of Ra-226/kg (wet weight)
Ra-226 is a member of the U-238 decay chain and has a series ofprogeny with short half-
lives. It is reasonable to assume that because of their short half-lives, these progeny will be
present at the same activity level as
Ra-226. However, Ra-226 decays to
Rn-222, which is a
gas with a 3.8 day half-life.
Rn-222
produced in water or surface sediment would escape to
the atmosphere; therefore, the succeeding progeny would not be present in surface
sediment or water unless other sources were available. In this calculation, it is assumed
that 30
of the Rn-222 produced within a mussel remains in the mussel tissue so that the
activity level
of the succeeding progeny will also be 30
of theRa-226.
*
Based on “Methodologyfor Estimating Radiation Dose Rates to Freshwater Biota
Exposed to Radionuclides in the Environment, “B.G. Blaylock et al, ES/ER/TM-78,
September 1978.
WRTOO3.wpd / 1.0. ADAMS ANDASSOCIATES, NC., 12/07/04
Page 4

CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
Alpha Emitters
Using average energies from Table A.2, the internal” dose rates for Ra-226 and its short-
lived progeny are calculated as follows:
Da 5.76 x 10~~ n C0
_Gy h’
Rn-222Ra-226
D..
D
==
(5.76
(5.76
x
x
10~)(4.86)(5,695)
i0~)(5.59)(5,695x 0.30)
==
15.9
5.5
_Gy
_Gy
h’h~1
Po-218 D
=
(5.76 x i0~)(6.i1)(5,695x 0.30)
=
6.0
Gy h’
Pb-2i4 D~
=
no alpha
Bi-214 ~
=
no alpha
Po-214 D
=
(5.76 x 10~)(7.83)(5,695x 0.30)
=
7.7 _Gy
h’
35.1 _Gy/hr x
Total.0001
Rad/_GyInternal”xDose20 Rem/RadRate
=
0.07
=
Rem/hr
35.i _Gy h1
-
0.07 Rem/hr
x 24 hrs/day
=
1.68 Rem/day _1.68 Rad/day
1.68 Rem/day 1.0 Rad/day DOE Biota Limit
Gamma Emitters
The internal dose rate from the
emitters with the highest energies is calculated as follows:
=
5.76 x i04 E_n_
C0
_Gyh’
Pb-2l4Bi-214D_=D_=(5.76(5.76
Total
xxi0~)(1.46)(0.007)(5,69510~)(0.248)(0.009)(5,695
Internal
DoseRate
xx0.30)0.30)
===
3.201.002.19xxxl0~i0~i03
_Gy_Gy_Gyh’hh11
WRTOO3,wpd
IT. G.
ADAMS AND ASSOCIATES, INC., 12/07/04
Page
5

CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
3.2 x i0~ Gy h’ x 0.0001 Rad/Gy x 24 hrs/day
=
7.7
x 106
Rad/day
WRTOO3.wpd / T. C. ADAMS AND ASSOCIATES, INC., 12/07/04
Page
6

CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
Beta Emitters
The internal dose rate from the
emitters with the highest energies is:
D_
=
5.76 x 10~E_ n_
C0
.
Gy h’
Pb-214Bi-214
D_=D=
(5.76
(5.76
x
x
10~)(0.648)(1)(5,695
10~)(0.291)(1)(5,695
x
x
0.30)
0.30)
==
0.64
0.29
_Gy
Gy h’
h~1
Total Internal
Dose Rate
=
0.93
_Gy h’
Conclusion
As shown above, the internal
dose rate is
more than an order of magnitude greater than
the internal dose rates from the
and
emissions. Additionally, the relative biological
effectiveness of radiation is
20 times greater than
or
radiation; consequently, the main
concern for internal dose to the mussels from Ra-226 would be from the
dose.
Notes
Alpha Emitters
=
Dose rate for alpha emitters (Rem/day)
=
Energy of alpha particle (MeV)
~
=
Proportion of transitions producing an alpha particle
C0
=
Concentration of radionuclides (Bq/kg, wet weight)
Beta Emitters
=
Dose rate
for beta emitters (Rad/day)
=
Average energy of_ particle (MeY)
n_
=
Proportion of transitions producing
particle of energy Ec
(MeV)
=
Absorbed fractions (Fig A-4)
C0
=
Concentration of radionuclide (Bq/kg, wet weight)
Gamma Emitters
=
Dose rate for gamma emitters (Rad/day)
E_
=
Photon energy
(MeV)
n_
=
Proportion of disintegrations producing a gamma ray
=
Absorbed fractions (Fig A-i)
In addition to calculating the internal dose to the Florida mussels for completeness,
WRTOO3.wpd IT. C. ADAMSANDASSOCIATES, INC., 12/07/04
Page
7

CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
external doses to the mussel were also determined.
WRTOO3.wpd IT. C. ADAMS ANDASSOCIATES, INC., 12/07/04
Page 8

-
CALCULATION #7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
External Radiation Dose Rates
External Alpha and Beta Radiation Dose Rates from Water and Sediment
External alpha and beta radiation dose rates from water and sediment would be
insignificant because the mussel’s shell would serve as an effective shield.
External Gamma Radiation Dose Rate from Water
D
=
5.76 x i0~E_ n_ (1-J C~
Pb-214
=
5.76
x
i0~(0.248) (1-.009)(0.06)
-
=
(8.6 x 106)(.991)
=
8.5
x 106 _Gy/hr
8.6 x 106 Gy/hr x 0.0001 Rad/Gy x 24 hrs/day
=
2.0
x 108 Rad/day
Bi-214
=
5.76
x 10~(1.46) (1-.007)(0.06)
=
5.OxiO5_G/hr
5.0
x 10~ G/hr x 0.0001 Rad/Gy x 24 hrs/day
=
1.2
x i07 Rad/day
External Gamma Radiation Dose Rate from Sediment
=
5.76x10~En(1-jC~R
Pb-2i4
=
5.76 x i0~(0.248) (1-.009)(.333)(i)
=
4.7x105_Gy
4.7 x 105_Gy/hr x 0.0001 Rad/_Gy x 24 hrs/day
=
1.13 x i0~Rad/day
Bi-214
=
5.76 x 10~(1.46) (1-.007)(.333)(1)
=
2.8E4Gy/hr
2.8 E Gy/hr x 0.0001 Rad/Gy x 24 hrs/day
=
6.7 x i0~Rad/day
WRTOO3.wpd / T.
C. ADAMSAND ASSOCIATES, INC., 12107/04
Page 9

CALCULATION
#7
CALCULATED DOSE RATES USING DATA FROM FLORIDA STUDY AUGUST 2000
Conclusion
The external doses to the mussel as a result of alpha, beta, or gamma radiation from Ra-
226
daughters (Pb-214 and Bi-214) were determined to be insignificant.
Notes
D_
=
Dose rate
for gamma emitters (Rad/day)
=
Photon energy (MeY)
n_
=
Proportion of disintegrations producing gamma ray
=
Absorbed fractions (Fig A-4)
C~
=
Concentration of radionuclides in water (Bq/L)
C,
=
Concentration of radionuclides in sediment (Bq/kg, wet weight)
R
=
Amount of time organism is in contact with sediment (1)
WRTOO3.wpd IT. C. ADAMSAND ASSOCIATES, INC., 12/07/04
Page 10

Back to top


Table
1:
Aquatic BCG Report for Level 2
Sum of Total Ratio: 5.13E-O1
Sum of Water Ratio: 3.93E-O1
Sum of Sediment Ratio: 1.21 E-O1
__
__
~
UC
~
e
.~C
.ceit~ätiön:~
(pCiIL)
~pCi/L)
BC~:~~
~1Jn~t1iii
orgarcism
Ra-226
1.60E+OO
.~ 4.08E+OO
3.93E- j
Ripanan
...
~ Se~áub,ent~~
~
rconcentration
BCG
R ~
Limiting
Nuclide
~pciIg)
a ‘0 Organism.
Ra~22.3~1.22E+oij
1.O1E+o2 1.~E-

Back to top


Table 2: Aquatic Dose Report for Level 2 in
radld
.!_JL~1!ILJL!I~!~
•~ .~
j~h
~‘ I
~
JL±!~_i
iL~
~ ~
Summed
lIt000E+QO
8~42~O4 Il~
I
58E01
~
~
~
N~c~ide
Watel*
~o,l
~

Dec 07. 04 OS:36p
Theodore 6. Adams
716-592-3439
p.2
FIGURE
A.1
DERIVED ABSORBED FRACTIONS AS A FUNCTION
OF
y-RAY
ENERGY
(SMALL FISH,
LARGE INSECTS AND
MOLLUSCS,
AN-SM ~
C
I
0.0I
From: B. G. Blaylocket al, Methodologyfor Estimating Radiation Dose Rates to Freshwater
Biota Exposed to Radionuclides in the Environment, ES/ER/TM-78, September 1993
0.1
I..
oo~
0
fish
0.001
0.01
0.04
0.1
0.4
1.0
4.0
Gamma-..ray energy, Mev

Dec 0704 OS:36p
Theodore 6. Adams
716-592-3439
p.3
FIGURE
A.4
ABSORBED FRACTION AS A FUNCTION OF B-PARTICLE ENERGY
FOR THREE SMALL GEOMETRIES
V
~2
0
From: B. G. Blaylock et al, Methodologyfor Estimating Radiation Dose Rates to Freshwater
Biota Exposed to Radionuclides in the Environment, ES/ERJTM-78, September 1993
1.0
Sxnafl F~h
0.4
Large
Ifls~cth
andMoflusc.,
0.2
a
I
3
•M~xinium
~3-P4rtjcja
~navgy,MeV
4

ED
TABLE
A.2
fliciogical
AversOs
alpha
&
Miximum
bels
Average
Average
Conc~nttai1ori
Radiological
sipha
recoil
.nergyA
beta
energy
gamma
energy
Element
Factor’
UaU.lile
(MeV
MeV)
(MeV)
-
(MaY)
Uranium
Series
CA)
Ursolum-238
10
4.StEfOO
y
4.36E+00
1.OoE-02
1.36E.03
0)
Thortum.234
100
24.1
d
5.92E.02
9.34E.03
Proiacllnlum.234m
10
1.11
in
..
2.29E+0O
8.20E.01
1.13E.02
Uranlum-234
10
2.47E+0S
y
4.84E+00
1.32~~02
l.73E~03
—~
Thorlum~23O
100
7.76+04
y
4.74E+00
1.466.02
1.SSE.03
a.
Radlum~P26
60
1.626+03
y
4,86E+004t
3.596-03
&47E.03
Radon-222
-•
3.823
d
5.59E+00~
1.096-05
3.98E.04
to
Poionkim-218
50
3.05
in
6.116+00
‘#
I.426.05
9.126•0S
0)
Lead-214
300
26.8
~
--
6.706-01
2.91E•Ot
~
2.486-01
‘C
Asfatlrta-218
(.02
yIeld)
2;
0.826+00
4ooE-02-
6.725.03
Biemuih~214
10
19.7
in
3.26E400
6.48E-01
~
1.46E+00~
Poiontum-214
50
164
p5
7.83E+00
~
8.796-07
B.33E.05
Luad-2l0
300
22.3
y
a.80E.02
4.816-03
Rlsmuth.210
10
5.01
d
1.16E-pDO
3.09E.O1
Polonkim-210
50
138.4
d
.
5.406+00
8166.08
8.60E~06
Actinium
Series
liranlum.235
10
7.04+08
y
4.476+00
4.BOE-02
1.546-01
Thorium-231
100
25.6
h
-.
1.63E~01
2.556-02
Protaciln)um..231
1
0
3286+04
y
5.046+00
6.286-02
4.766-02
9)
Acllnium-227
21.77
y
6.006.172
1.56E02
2.31E.04
CD
Thotlum-227
100
18.7
d
5.95E+00
4.57E~02
1.OSE.01
P.adlum-223
50
11.43
d
575E+00
7.46E02
1.33E01
CA)
Radon.219
4-0
a
5.086+00
6.30E.03
5.506-02
Polonium-216
50
1.78
mc
7.526+00
830E-06
1766-04
CD
L.ad-211
300
36.1
m
-.
1.36E+00
4.54E-01
S.03E-02
SImuth-211
10
2.15
in
6.68E+00
ThaIIium-201
10000
4.79
m
-.
1.52Es00
4.936-01
221E.03
From:
B.
G.
Blaylock
et
a!,
Methodology
for
Estimating
Radiation
Dose
Rates
to
Freshwater
flora
Exposed
to
Radionuclides
in
the
Environment,
ES/ER/TM-78,
September
1993
I
-------
--~
----------------~--------—--

From: B.G. Blaylock et a!, Methodology for Estimating Radiation Dose Rates to Freshwater Biota Exposed to Radionuclides in
tire Environment, ES/ER/TM-78, September 1993

Dr. Brian D. Anderson
33
Taft.Drive
Rochester, IL
62563
December 7, 2004
A. Antoniolli
Illinois Pollution Control Board
State ofIllinois
Suite 11-500
100 W.Randolph
Chicago, IL 60601
Dear Rearing Officer
Antoniolli,
•The Illinois Environmental Protection Agency’sproposal to eliminate the General Water Quality
Standard and Lake Michigan Water Quality Standard for radium is not acceptable based on the
risk radium poses to aquatic life, as well as risk to municipal infrastructure, POTW workers, and
human and wildlife health at sites where radium contaminated sewer sludge is land applied. This
risk is well documented in the record before the Illinois Pollution Control Board. It appears the
Agency’s response is to try and cast doubt on nationally and internationally accepted standards
and methodologies for protecting biota from the impacts ofradiation, which became the focus of
supplemental testimony offered by IEPA staff on 21 October 2004; testimony which raised more
questions and concerns that it purported to address.
The agency’s biologist, Robert Mosher, related a conversation wherein he discussed the
application ofthe DOE standard with Stephen Domotor, Chair ofthe BDAC. He claimed Mr.
Domotor cautioned him against use of DOE Standard-i135-2002 (hereafter, the DOE Standard)
in the development ofa Water Quality Standard because it’~mightbe too conservative~’While the
introduction to Module 3 emphasizes the conservatism ofthe graded approach, the conservatism
the authors are referring to is in the context ofsite-specific remediation. The question that
should be asked is whether the screening criteria are too conservative to have any application in
development ofa Water Quality Standard. In a site-specific remediation, the opportunity exists
to do a detailed investigation ofon-site receptors and available pathways ofexposure. That is
certainly not the context of a General Water Quality Standard. The intent of a Water Quality
Standard is to be protective ofall flora and fauna. As expressed in Module 3 on page 1 ofthe
DOE Standard,’Since the screening limits would be chosen to protect”all biota everywher~’they
would, by their nature, be restrictive, and in many circumstances conservative with regards, to
specific environments~’Since General Water Quality Standards are meant to be applied in ~
waters and protect ~ species, the DOE Standard is, therefore, directly applicable. And since, if
a Water Quality Standard is repeatedly exceeded the party can go to IPCB for an exemption
based on site-specific data, this process is directly analogous to the graded approach around
which the DOE Standard is built. Furthemiore, in Table 3.1, Module 1, pages 22-23 ofthe DOE
Standard, compliance with the Clean Water Act is even identified as one ofthe potential uses of
the DOE Standard, along with Superfund Risk Assessments and Natural Resource Damage
Assessments, among others.

Mr. Mosher also testified that the underlying assumptions ofthe DOE Standard are not met by
any’~ipariananimal’that he could think ofother than the manatee, which spends 100 ofits time
in the water. He argued that since the manatee does not occur in Illinois, the DOE Standard is
not applicable. On page 2 ofModule 3 the DOE Standard points out that:’~A.fourth category of
organisms, riparian animal, was added after recognizing that the riparian pathways ofexposure
combine aspects ofboth the terrestrial and aquatic systems’ Notice that this acknowledges that
there are’terrestrial pathway~’forexposure. The organism doesn’t have to be immersed in the
contaminated water orthe contaminated sediments to be exposed, flooding for example, can
redistribute contaminated sediments in riparian soils, and organisms can physically redistribute
contaminated media. Besides, the manatee is actually a threatened aquatic (not riparian) mammal
with a very limited range. The DOE Standard clearly states that it was developed to be
applicable at any DOE-operated facility, as well as to be employed in the context ofSuperfund
clean-ups. In other words, the DOE Standard explicitly states that it is intended to be widely
applicable. Logic therefore dictates the rejection of Mr. Moshefs argument. While the default
value forthe screening criterion j~based on the assumption ofa one hundred percent residence
time for the riparian animal, for small mammals with limited home ranges like mice, voles, and
shrews, this criterion is fully met. Some larger mammalian species like muskrats, beaver, otter,
and mink can also meet this criterion; as can many species ofbirds with high affinities for
riparian areas like wading birds and waterfowl. In all these cases the entire diet of these species
comes from the river or stream, which also brings them into direct contact with potentially
contaminated sediments. In fact, on page
5
ofModule 3, in a discussion about how external dose
coefficients were calculated the DOE Standard points out that: ~‘.cnlypenetrating radiation
(photons gamma and electrons beta) are ofconcern, and non-penetrating radiation (i.e., alpha
particles) need not be considered:’ Clearly the IEPA’s contention that the DOE Standard assumes
a riparian animal must spend 100 ofits time in the water, is a misinterpretation. Since radium
226 is an alpha emitter no external dose coefficient is used in the calculation ofthe BCG for
riparian animals for radium 226. That number is based almost entirely on the ingested dose
(there are a few short lived beta emitters in the decay series that mayhave been included in the
calculation). This obviously indicates that BDACs definition oñiparian animal’is not as narrow
as suggested by Agency staff. The actual assumption built into the DOE Standard for radium
226 is that 100 ofan animal’s food and water is taken from within the riparian corridor (or
stream). This is an assumption that holds for nearly all species occurring in the riparian corridor,
the only exceptions would be things like raccoons and foxes, where some individuals may feed
part ofthe time in uplands.
IEPA staff also fail to acknowledge that the screening criteria derived using the DOE Standard
are very liberal in that they reflect the dose below which no population level effects have been
observed. Impacts to individuals at exposures well below the screening criterion are statistically
probable. Consequently, the screening criterion does not meet the requirements ofthe Illinois
Endangered Species Protection Act to protect individuals oflisted species. The General Water
Quality Standards are supposed to be designed to protect all aquatic useby wildlife, not just
protect populations ofwhole groups ofspecies (for example all small mammals) from extirpation
due to reproductive impairment.
The DOE standard is very liberal when compared to the standard being employed to protect
human health. In testimony before the IPCB a health physicist with Metropolitan Sanitary
District ofGreater Chicago, testified that the federal MCL for drinking water of
5
picoCuries/L
2

resulted in an exposure of4 millirems/yearto humans, while the BDAC standard forradium
• resulted in an exposure of42 millirems/hour to riparian animals. The calculated BDAC
screening limit forradium is clearly not”overly conservativ~’asMr. Mosher testified.
Mr. Mosher also argued before the IPCB that since the discharge ofconcentrated radium will be
to flowing water, aquatic animals would not suffer from continuous exposures to radiation from
• radiumreleased to rivers or streams. Re argued that releases would beintermittenf and therefore
the exposure assumptions inherent in the DOE standard would not apply. This ignores the fact
that the impacts ofradiation exposure are cumulative not threshold-based like chemical
pollutants. This line ofreasoning also ignores the likelihood ofsediment contamination with
radium and the fate ofthat sediment. The Florida Study as noted in my prior testimony and
attached graphs documents that radium levels are likely to dramatically increase through time.
Everyone who is familiar with the dynamics ofIllinois’ sediment-strangled waterways should be
aware ofthe propensity ofsediment to accumulate in slower moving parts ofour rivers and
streams and in sensitive, historically productive, backwaters. Where such sediments concentrate,
so too will the radium. Furthermore, the intermittent exposure argument totally ignores food
chain impacts, which are substantial given the bio-concentration factor of3200 for radium. The
Agency criticized using data from groundwater-enhanced lakes in Florida because they are not
flowing systems, while failing to acknowledge that the IEPA’s proposal would eliminate the Lake
Michigan Water Quality Standard for radium as well and that the General Water Quality
Standard which is applicable to all waters, including lakes and impounded streams and rivers.
There is also an assumption built into the DOE Standard which the Agency has tried to ignore.
Notice on page
5
ofModule 3 at the very end, when talking about the External Dose Coefficients
the DOE Standard states:’This assumption results in reasonablyrealistic estimates ofdose rates
for radionuclides
which are dispersed in the source medium
(emphasis added). Later when
talking about the underlying assumptions in the Internal Dose Coefficients on page 16 ofModule
3 :‘The radionuclides were presumed to be
homogeneously distributed
in the tissue:’ In other
words, the screening criteria calculated using the DOE Standard are not protective
AT
ALL if
radioactive particulates are allowed into the stream (or POTWsthen streams). Ifan organism
picks up a single particle it could receive an acute exposure! If there are many particles present,
whole populations and species could be wiped out. And with a half-life of 1600 years it is
difficult to anticipate where radium particulates will eventually turn up.
So, to protect aquatic life uses ofour rivers and streams some waymust be found to limit
radioactive particulates from getting into streams (or POTWsthen streams). Ifwe prohibit
discharge of radioactive particulates, a DOE Standard-calculated screening criteria may be
protective. However if discharge ofradioactive particulates is not prohibited, the current
standard of 1 picoCurie/L of radium 226 (which is really 2 picoCurie/L, radium 226 and 228
combined), should be left in place. POTWs that cari’t meet that standard could still seek an
Adjusted Standard.
Perhaps the most alarming supplemental testimony given by the Agency was that acknowledging
the Agency has never monitored its agreement with the Division ofNuclear Safety regarding
land application ofradionuclide-contaminated sludge. The Agency testified it had asked POTWs
land applying sludge to voluntarily test their sludge for radioactivity for the first time this past
March. This revelation also begs the question ofwhether POTWs from Illinois’ radium belt are
meeting the radiological guidelines for sludge disposal in landfills. The Agency testified that
3

radiation levels from 1.3 picoCuries/g. to 47 picoCuries/g. have been reported so far. The latter
is very close to the 50 picoCurie/g. limit imposed by the TDNS/IEPA memorandum ofagreement
for land application (the same limit in place for landfill disposal), and this is without
concentrating the radium to meet the new federal MCL for drinking water. A Chicago Tribune
article which followed the 21 October 2004 hearing indicated that the Agency had sent warning
letters to five communities land applying sludge, something the-Agency failed to disclose to the
Board. NRC licensees and DNS licensees are no prohibited from discharging radioactive
particulates, yet because there is presently no prohibition against water companies dumping
radium particulates down the drain, radiological contamination ofwastewater facilities, landfills,
and farmland beyond federally allowable limits may, in fact, be occurring. It is unfathomable
whythe Agency, with suchdata in hand, would propose to eliminate the General Water Quality
and Lake MichiganWater Quality Standards for radium.
The Agency’s testimony continues to demonstrate a pervasive, dismissive attitude toward the
potential heath and environmental effects of a known carcinogen and mutagen that has been
demonstrated to bioaccumulate in the environment. Taken together with IEPA’s supplemental
testimony that they filedthis proceeding without knowing what the levels already were in
sewage treatment sludge in affected areas ofthe state, that they don’t actually know how many
POTWs are affected by radium contaminated discharges from water treatment plants, and that
they do not know the radioactive concentrations in the Technologically Enhanced Naturally
Occurring Radium (TENORM) (which could be 10,00 to 70,000 PicoCuries/g or if the
TENORM will contaminate the POTWs receiving it.. Reliance on the Agency’s recommendation
to eliminate the radium standards could easily be characterized as arbitrary and capricious, and
would not likely be upheld should such a decision be appealed.
Finally, it is important to recognize that elimination ofthe General Water Quality Standard for
radium opens the door to other potential discharges ofradium into Illinois’ waters. Radioactive
groundwater from a Superfund cleanup could be discharged to a stream without the radium
standard in place (not only from radium clean-ups, like those at Ottawa, IL, but also from any
thorium or uranium-contaminated site, since radium isotopes would be present as decay
products).
Based on these considerations I recommend the Board reject the Agency’s proposal.
Sincerely,
Dr. Brian D. Anderson
4

December 7, 2004
A. Antoniolli
Illinois Pollution Control Board
State of illinois
Suite 11-500
100 W. Randolph
Chicago, IL 60601
Dear Hearing Officer Antoniolli,
Several questions were raised by the Report of Survey at the Westside Waste Water Treatment
Plant in City Of Joliet, Illinois: by RSSI Dated November
15,
2004 which I would like to
address.
First WRT, from the beginning, has monitored the radium content and emissions from its radium
removal system. The pilot plant system is representative of the operation and related exposures
ofthe full scale treatment system. The municipal workers in a full scale plant are exposed to
only a small increase above background and will be trained and advised ofthat exposure. The
expected exposure to a municipal worker is estimated to be approximately three millirem per
year, assuming that one person does all ofthe monitoring task which is unlikely. (see attached
excerpt from IDNS application) The three millirem exposure represents only 3 percent ofthe
maximum exposure allowed to a member of the general public from a licensed facility. Most
importantly we will be monitoring the exposure to workers and will know if an exposure
problem occurs.
In contrast, according to the testimony, no exposure estimates have been made for water
treatment personnel for exposures resulting from the HlVIO or the ION Exchange process.
Testimony from Ted Adams and Brian Anderson clearly demonstrates the exposure to workers
and biota from unrestrained disposal of radium to our streams and sewers can clearly lead to
exposures that may be harmful to both human and biota. The failure of both the IEPA to even be
aware ofthe levels of radiation that could occur on the radioactive solids from a H?s’IO process is
disappointing.
RSSI conclusion that the WRT process will need three to four stages in the full scale plant is
incorrect. The typical full scale design calls for a minimum depth of 6 feet ofmedia per stage
compared to a pilot plant that has only two feet ofmedia per stage. Therefore, the typical stage in
a full scale system has three times the media for a given flow rate than the pilot plants. Each of
the WRT plants is designed forthe specific application.
5460 Ward Road, Suite 100, Arvada,FROM
SOURCEColorado
‘‘4
TO80002SOLUTIONtel
303.424.5355TM
fax 303.425.7497
email: info@wrtnet.com web: www.wrtnet.com

Joliet’ s assertion that there may be a radon problem with ourprocess is disingenuous when their
own results after six months oftesting by Joliet personnel of our system shows there is no
evidence that radon is any higher after our system than before. (See RSM Extended Pilot- WRT
Radon Results, provided by Joliet.)
Also attached are Joliet’s results ofthe Joliet Pilot Plant which indicates that the radium in the
feed averaged 13.5 pCi combined Ra 226 and Ra 228 and had a high of 16.4 pCi Ra combined
while the discharge after the WRT pilot plant was average 0.28 pCi Ra combined with a high of
0.8 pCi Ra combined. Recovery was 98 of the contained radium.
Removing radium from the water and concentrating the radium into a concentrated form prior to
disposal is a fundamental change from simply passing the radium through the system as has been
historically occurring. While the total amount ofradium may be unchanged the form of that
radium is entirely different. In the case of HIVIO the particulates of very high radium content will
be discharged to the land and stream intact, and may very well have significant consequences to
both the aquatic and land based biota. Most surprising of all is the fact that this rule change is
being requested without the studies that demonstrate no impact and in the face of studies and real
life examples such as the Florida lakes and ElliotLake, Canada where a very real impact has
been measured.
I would like to thank the Illinois Pollution Control Board forthe opportunity of expressing our
opinion on this very important issue.
Sincerely,
Charlie Williams
President Water Remediation Technologies
FROM SOURCE
4’’
TO SOLUTIONTM
2

Back to top


RSM Extended Pilot

Back to top


WRT Radon Results, provided by Joliet
FROM SOURCE
4’’
TO SOLUTIONTM
3

Page
1
of
I
Day
I
Thursday,
6/3104
Day
5
Wednesday,
6/9/04
Day
7
Friday,
6111/04
Day
10
Wednesday,
6/16/04
Day
12
Friday,
6118104
Day
15
Wednesday,
6/23/04
Day
17
Friday.
6/25/04
Day
20
Wednesday,
6/30/04
Day
22
Friday,
7/2/04
Day
25
Wednesday,
7/7/04
Day
27
Friday,
7/9/04
Day
30
Wednesday.
7/14/04
Strand
Associates,
Inc.
City
of
,loliet
Wisconsin
Radium
Effluent
Lab
Testing
All
results
in
pCi/L
Well
9-0
Raw
WRT
Grossa
Gross~
Ra-226
Ra-228
Combined
Radium
Grossa
Gross~
Ra-226
CombinedRadium
Result
Result
Result
Result
Result
Result
Removed
Result
Removed
Result
Removed
Result
Removed
Result
Removed
30
29.5
7.9
3.4
11.3
1.2
96.00
8.9
69.83
0.12
98.48
0.2
94.12
0.32
97.17
25
27
8.1
4.9
13
0.9
96.40
10.5
61.11
0.01
99.88
0.2
95.92
0.21
98.38
26
274
7.6
5.6
13.2
1.1
95.77
11.4
58.39
0.15
98.03
0.1
98.21
0.25
98.11
33
32.6
7.8
5.8
13.6
2
93.94
13.4
58.90
0.14
98.21
0
100.00
0.14
98.97
24
28
7.8
5
12.8
1.9
92.08
11.5
58.93
0
100.00
0.1
98.00
0.1
99.22
30
30.6
7.8
5.5
13.3
2.1
93.00
12
60.78
0.1
98.72
0.1
98.18
02
98.50
25
28
7.3
5.6
12.9
1
96.00
12
57.14
0.15
97.95
0
100.00
0.15
98.84
26
25.8
8.6
5.4
14
22
91.54
11.7
54.65
0.08
99.07
0.1
98.15
0.18
98.71
32
31.3
7.6
52
12.8
1.1
96.56
11.7
62.62
0.08
-
98.95
0
100.00
0.08
99.38
30
31.8
7.1
8.1
15.2
1.3
95.87
10
68.55
0.7
90.14
0.1
98.77
0.8
94.74
23
26
8.4
8
16.4
0.6
97.39
12
53.85
0.47
-
94.40
0.3
96.25
0.77
95.30
21
25.4
8.4
5.1
13.5
0.9
95.71
12.6
50.39
0.18
97.86
0
100.00
0.18
AVG
27.08
7.87
5.63
13.50
1.36
0.13
0.10
-
0.28
98.00
MIN
21.00
7.10
3.40
11.30
0.60
0.00
0.00
0.08
MAX
33
8.6
8.1
16.4
2.2
0.47
0.3
0.8
~
~.-~---
-~---~-~

Strand AssoCiates, InC.
City of Joliet
Pilot Study
Friday, 6/18/04
Wednesday, 6/23/04
Friday, 7/2/04
Wednesday, 7/7/04
Monday, 9/27/04
Monday, 9/27/04
Thursday, 9/30/04
Friday, 10/1/04
Monday, 10/11/04
Monday, 10/18/04
Monday, 10/25/04
Monday, 11/1/04
Monday, 11/8/04
Monday, 11/15/04
Monday, 11/22/04
30-day vendor pilot
Friday, 6/18/04
Wednesday, 6/23/04
Friday, 7/2/04
Wednesday, 7/7/04
Well 9-D
Raw
WRT
Result
Result
pCi/L ±
20
pCi/L ± 20
TM
130
120
130
110
140
150
‘~
~Jr’t~_’~
LI
OLILU
~
150
130
RSM Extended Pilot
-
WRT Radon Results
Well 9-D
WRT
pCi/L ±
20
pCi/L ±20
130
120
130
110
140
150
150
130
180
190
160
110
120
140
140
140
120
160
190
140
130
Before pressurization
After pressurization
5

Table 22-2
Full Scale Radium Removal System
Estimated
Annual Dose to Operators
Illinois —
Typical Treatment Systems
-
1,000
gpm well
with two
15-ton stages of media
- Maximum total-radium activity of
Stage
I =
3,000
pCi/g,
1,500
pCiIg
each
Ra-226 and
Ra-228
- 3-year media life
-
Estimated
average dose rate is for the last year prior to exchange of Stage I media
- The annual dose is based on one person performing all the tasks
.
Distance
from Tank
(m)
Task
Duration.
(mm)
Task
Frequency
Total
Task
Time
(hr/yr)
Estimated
Dose
Rate
(mrem/hr)
Estimated
Annual
Dose
(mrem/yr)
flow and pressure
3.0
3
5 daysfwk
13.0
0.023
-
.
0.3
inspection
.
1.5
4
5 daysfwk
17.3
0.055
1.0
external filter
. 1.5
10
every 2
weeks
4.3
0.055
0.2
survey meter
1.0
3
.
2times/mo
1.2
. 0.082
0.1
water
3.0
4
2times/mo
1.6
0.023
0.04
task time within
1.5
5
5 days/wk
21.7
0.055
1.2
task time within
4.0
30.0
0.015
0.5
Average
89.1
0.037
3.3
Notes:
1. Based on instrumentation and remote readoutfor pressures and flows
2.
Utility operators will not handle treatment media
3. Source of estimated dose rates - MFG, Inc. Dose Rate Calculator
IL DNS
Radioactive Material License Application
Full Scale Radium-Removal System
September, 2004
54

Exhibit 22-1
MEMORANDUM
MFG PROJECT: 181050
TO:
Duane Bollig
Environmental Manager
Water Remediation Technology. LLC.
FROM:
Jan Johnson, Ph.D.
Craig Little, Ph.D.
MPG, Inc.
DATE:
September 20,2004
SUBJECT:
Calculation ofWater Treatment Tank Exposure Rate
3-year media life case
The dose rates from a water treatment tank at full capacity were calculated assuming a receptor
at the surface ofthe tank and at several distances from the surface of the tank. The calculated
dose rates are based on very conservative assumptions and simplifications that result in
uncertainty in the numerical values ofthe estimates. These estimates are provided in order to
project the ‘upper limit of potential doses to workers. The estittiated doses should not be
construed as representing the actual doses that workers may incur from the WRT water treatment
technology. When the equipment is in operation, doses to workers and members ofthe public
will be determinedusing area gamma exposure ratemeasurements and personal dosimeters.
Dose
at Specific Distances from the Tank Surface
Calculation of dose rates from point sources, line sources, and plane sources can be done by
employing standard equations. However, estimation ofthe dose rate from a solid source with
finite dimensions such as the water treatment tank is not a straightforward calculation but one
that requires making some simplifying assumptions. Our approach to this problem is consistent
with the recommendations of standard texts. For example, the following is an excerpt from a
recent health physics textbook.
“Many radiation sources can, with ease and utility, be represented as a point or an approximate
point source; however, many real-world situations cannot: for example, long pipes or tubes
(typical of a line source), contaminated areas (representative of a disc or infinite planar source),
IL DNS
— Radioactive Material
License Application
Full Scale Radium-Removal System
September, 2004
consulf3n.g.
scIentIsts and
englneer.s
55

and
various volume sources. Fortunately, various practical calculations, some ofwhich are fairly
complex, can be used to determine the photon flux, which can then be applied in the usual way to
calculate radiation exposure. Such calculations are generally conservative in that they tend to
overestimate exposure, but considerable simplification ofthe calculations is obtained and errors
in the estimates are not large.”
“Volume sources such as large drums or tanks of radioactive
material produce scattered photons due to self-absorption by the medium in which they are
produced
good information can be obtained for such geometries by dividing them up into
several point-source subdivisions and summing the contributions of each.” (From “Physics for
Radiation Protection”, James E. Martin, Wiley and Sons, 2000:)
Our calculation method for the radium removal tank system takes such an approach. Based on
information provided by WRT, the tank was assumed to be a cylinder 11’ feet in diameter and 20
feet tall with two chambers, a lower stage (Stage 1) and an upper stage (Stage 2). Each stage
contains 15 tons oftreatment media. Typically, for a fully-utilized water well, WRT expects a
stage ofmedia to have approximately a two-year life before requiring exchange. The following
example models a somewhat more conservative scenario in which a well is only partially
utilized, resulting in a longer life for a stage ofmedia
three years. This scenario also results in
a slightly higher average activity in both stages ofthe media during the last year prior to the
exchange ofmedia. The fully-loaded media stage in the tank was assumed to be changed out on
a three-year schedule (one ofthe two stages in a tank is exchanged every
1.5
years). At the time
ofeach exchange, the lower stage (Stage 1) will be removed andthe upper stage contents (Stage
2) physically moved to the lower chamber becoming the new Stage 1 ofthe treatment column.
Fresh media will be installed in Stage 2.
The maximum radium loading was assumed to be achieved in Stage 1 after three years of
operation. Based on results from WRT’s pilot-scale testing at municipal well sites, it’s
reasonable to expect the media in Stage 1 to adsorb at least
1.5
times the amount ofradioactive
material adsorbed by Stage 2 during the same period oftime, under steady-state conditions. At
the time ofthe exchange ofStage 1, whenits activity is assumed to be at the proposedmaximum
of 3,000 pCi/g total radium, the maximum loading in Stage 2 would be approximately 40
percent ofmaximum loading,
The maximum concentrations in the tank would occur at the end ofthe third year ofoperation in
each cycle. For this dose-rate estimate, the activity concentration in Stage 1 at the start of the
third year was assumed to be 60 percent ofthe maximum loading and 100 percent at the end of
the year. The average loading in Stage 1 would then be approximately 80 percent of the
maximum or 2,400 pCilg. The activity concentration in Stage 2 at the start ofthe third year was
assumed to be approximately 13 percent ofthe maximum loading and 40 percent at the end of
the year for an annual average of approximately 27 percent (800 pCilg). Average dose rates
were estimated for the third and last year before the media in Stage I is exchanged.
As noted above, the calculation of exposure rate from a source such as the water treatment tank
is not straightforward. For the purpose of these calculations, each stage was assumed to be
configured into six cylindrical disk elements, each 1 foot thick, stacked vertically. The disc
elements were assumed to have an inside radius one foot smaller than the outside radius (the
radius ofthe tank). The gamma radiation emitted by the loaded media at a depth greater than
IL DNS
Radioactive Material License Application
Full Scale Radium-Removal System
September, 2004
56

one foot into the tank was assumed to be negligible, such that the remainder of each disc was
ignored for the purposes ofthis calculation. Self-shielding would reduce the dose contribution
for the remainder of each disk to less than 1 of the total.
Each disc was divided into 16
segments. The receptor was assumed to be located at specific distances from the surface of the
tank, ranging from
0.5
meters to 3 meters, at a height of 3 feet above the bottom surface of the
adsorber in the tank. Only the segments of the disc facing the receptor were assumed to
contribute to dose.
The gamma emission rate from each of the segments in each stage was calculated based on the
total mass ofthe material in the segment and the, assumed activity concentration, 2,400 pCilg Ra-
226 and Ra-228 for Stage 1 and 800 pCiig for Stage 2.
For the purpose of calculating the emission “flux” at the receptor attributable to each of the
segments or elements in the disc, the total activity in each element was assumed to be contained
in apoint source at the center of the surface of the element, The “flux” (d/s per cm2) from each
element at the receptor was estimated by dividing the total disintegration rate by the surface area’
of a sphere with a radius equal to the distance from the center surface of each element to the
receptor. The total activity was calculated by multiplying the mass ofmaterial in the elementby
the activity concentration.
“Flux”
=
A/4itd2
where: A
=
activity in the segment in d/s
d
=
distance from the segment to the receptor in cm
Activity
=
mass of the elementx the average activity concentration for the stage
The distance from each element or source to the receptor was calculated using trigonometric
relationships as described in the attached Excel spreadsheets and the Figures. It should be noted
that this is not a true gamma flux, because each disintegration of Ra-226 and Ra-228 results in
emission of several gammas. However, this is a convenient way of expressing the amount of
electromagnetic energy in the form of gamma radiation that passes through an area of 1.0 cm2,
per second.
The dose rate was calculated by multiplying the ratio Of the calculated flux from the water
treatment tank to the flux from a point source of 1 MBq of Ra-226 or Ra-228 by the literature
value (Handbook of Health Physics and Radiological Health) for the dose rate from a point
source of 1 MBq ofRa-226 or Ra228. The decayproducts ofRa-228 and Ra-226 were assumed
to be in equilibrium with the parent, that is, the activity concentration of each of the decay
products is equal to the activity concentration of the parent. This is a reasonable assumption
since equilibrium would be reached for both radium isotopes within a few weeks of radium
adsorption onto the media.
Dose rate (tank) (D):
D
=
(flux from tankat receptor)/(flux from 1MBq at lm)dose rate at im from 1MBq
The calculations are given in the attached Excel spreadsheets.
IL DNS
Radioactive Material License Application
Full Scale Radium-Removal System
September, 2004
57

Dose Rate At the Surface of the
Tank
In contrast to the calculation of dose rate at one meter from the surface of the tank, the dose rate
at the surface can be estimated by simply assuming that the tank is an infinitely thick, infinite
plane source. The annual average dose rate at the surface ofStage 1 was calculated assuming an
annual average Ra activity concentration of 2,400 pCi/g (1,200 pCilg Ra-226 and 1,200 pCi/g
Ra-228). A reasonable approximation of the dose rates can be obtained from the values given
for these isotopes and their decay products in EPA Federal Guidance No. 12 that contains dose
conversion factors for external radiation.
The dose rate from an infinitely thick, infinite plane source of Ra-226 and its decay products in
equilibrium is 1.3 microrem per hour per pCilg. The value for Ra-228 in equilibrium with its
decay products is 1.8 microrem per hour per pCilg.
These values were calculated for
contaminated soil. However, they are probably reasonably applicable to the media in the water
treatment tanks.
The total dose at the surface of an unshielded source with these two radium isotopes at activity
concentrations of pCi/g each would be as follows:
Ra-226 dose rate
=
(1,200 pCilg)(l.3 ‘uRfhr/pCi/g)
=
1.56 mremThr
Ra -228 dose rate
=
(1,200 pCilg)(1.8 uRlhr/pCilg)
=
2.16 mrem/hr
The total average annual unshielded dose rate would be approximately 3.72 mrem!hr. Assuming
a shielding factor of approximately 0.8 for the tank wail, the dose rates for Ra-226 and Ra-228
forwould be approximately 1.2 mrem/hr and 1.7 mremlhr respectively for a total of2.9 mrem/hr.
The shielding factor was obtained from Ra-226 transmission curves in the Handbook of Health
Physics and Radiological Health (1999). The activity concentration in Stage 1 (lower stage) of
the tank was used in the surface dose calculation as the worker is more likely to contact the
ground level stage than the upper stage and it is the most conservative assumption.
Dose Rates at Intermediate Distances
The dose rates at distances less than 1 meter from the surface ofthe tank should not be calculated
in the same maimer as the dose rates at 1 meter because the uncertainty resulting from the
assumptions that were required to be used in the calculations would have a much greater impact
on the estimated dose than for the 1.0 meter calculation. The closer to the source the receptor is
placed the greater the error in the calculation. One approach could be to interpolate between the
calculated surface dose rate and the estimated 1.0 meter dose rate. A second approach would be
to use inverse square law to calculate the dose at distances less than 1 meter.
IL DNS
Radioactive Material LicenseApplication
Full Scale Radium-Removal System
September, 2004
58

Summary
of Dose Rates
The calculated or estimated annual average dose rates from the tank assuming an average total
radium activity concentration in Stage 1 during its last year in the treatment tank of 2,400 pCi/g
and 800 pCi!g in Stage 2, both equally divided between Ra-226 andRa-228 are given below:
Table 1: Estimated Dose Rates at Specified Distances from
the Surface of the Water
TreatmentTank
Distance
Ra-226 Dose Rate
(mremlh)
Ra-228 Dose Rate
(mremlh)
Total Dose Rate
(mremlh)
Surface
1.25
1.73
2.98
0.5m’
0.639
0.890
1.53
0.5
in2
0.124
0.204
0.328
1.0 m
0.031
0.051
0.082
1.5
m
0.021
0.034
0.055
2.Om
0.015
0.024
0.039
2.5m
0.011
0.018
0.029
3.0 m
0.009
0.014
0.023
‘Interpolated value
2lnverse square valuebased on calculated 1.0 m dose
Potential Doses to Workers
Workers will be equipped with personal dosimeters at least until the negligible doses calculated
above are verified by the dosimetry data. Workers will be instructed not to linger in the vicinity
of the tank. Radiation doses to workers and members of the public will be kept As Low As
Reasonably Achievable (ALARA).
The maximum a1lowab1~doserate in areas where members of the’ public might have occasional
access is 2 mrem per hour. The estimated distance at which this would occur at the average
medialoading for the second year of operation is approximately
0.5
meters. The maximum dose
rate at the end ofthe second year of operation would be 10 percent higher than the loading used
in calculating the ‘dose to a worker. However, this would not change the estimated distance at
which the allowable dose rate to a member of the public would be exceeded,
0.5
meters. This
distance will be verified using measured exposure rates. As noted above, exposure rates in the
treatment facility and at the surface of the tank will be measured at least monthly after the
treatment facility goes into operation..
The estimated dose rate at the surface ofthe tank is 3.3 mremlhour. This does not exceed the
dose rate at which posting as a Radiation Area is required; however it does exceed the dose rate
that is acceptable for members of the public. Therefore, the water treatment operators must be
considered radiation workers even though the estimated annual dose to the worker is below the
allowable annual dose to a member ofthe public. This means that all workers who have access
to the treatment facility must be appropriately trained and the facility must develop and
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Radioactive Material License Application
Full Scale Radium-Removal System
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59

implement a program to keep radiation doses As Low As Reasonably Achievable (ALARA).
The Radiation Safety Officer (RSO) for Water Remediation Technology (WRT) will serve as the
RSO for each facilityusing its equipment. Ifthe measured doses to all individual workers at the
treatment facility are below 500 mrem per year, no individual dose tracking will be required.
IL DNS
Radioactive Material License Application
Full Scale Radium-Removal System
September, 2004
60

Schematic Representation ofWater Treatment Tank
*—
Layers
(Z
dist.)
foot
T~ourfoot break
between two sets
disks.
Receptor
Centerlines
3
2
1
Full ScaleRadium-Removal System
September, 2004
61

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