|
by Richard Kelley & Marinea Mehrhoff
Abstract
Radon-222 analyses were completed on samples collected from 153 public
water supplies using a single hydrogeologic formation for their source
of drinking water. Samples were collected from both the source and the
distribution systems. The analyses suggest that over 50% of the ground
water sources are naturally high (over 300 pCi/l) in radon-222. Very few
sources (4 samples) exceeded 1000 pCi/l. Although the majority of
groundwater sources were high in radon, only 28% of the public water
supplies in the study exceeded the proposed drinking water standard of
300 pCi/l in samples collected from the distribution systems.
Acknowledgments
The authors would like to express their appreciation to Paul Van Dorpe
of the Iowa Department of Natural Resource, Geological Survey Bureau;
and, Roy Ney of the Iowa Department of Natural Resources, Drinking Water
Section, for their assistance in site selection and review of this
report.
This study was funded through a grant from the Iowa Department of
Natural Resources and completed under contract, 93-7151-01.
Introduction
The US Environmental Protection Agency has proposed a radon standard for
public water supplies of 300 pCi/L. Recent investigations by the U.S.
Geological Survey (USGS) and the University Hygienic Laboratory (UHL)
suggests that a number of public water supplies may expect to be in
violation of the proposed standard if adopted. Further, investigations
in Iowa suggest that even water supplies using shallow geologic
formations as a source of their water may be expected to violate the
proposed radon standard. The University Hygienic Laboratory, working
with the Iowa Department of Natural Resources (IDNR) and local public
water supplies undertook a study of public water supplies using ground
water as their primary source of drinking water to assess the probable
extent of elevated radon levels in both the source and finished water of
public water supplies in Iowa.
The UHL staff worked with the staff of the IDNR to determine appropriate
sampling locations across the state. A total of 150 public water
supplies were targeted for inclusion in the study. These supplies were
selected to reflect both shallow and deep bedrock sources of drinking
water. The UHL provided proper sample collection kits and instructions
to the public water supply operators participating in the study. The
operators of the public water supplies collected the samples and
returned them to the UHL in the prepaid mailers provided by the
laboratory. Two samples were collected at each public water supply: one
sample from the source (raw water) and one sample from the distribution
system (finished water).
Sampling locations
Sampling locations were determined by the staffs of the UHL and the
IDNR. Only public water supplies using a single hydrogeologic source
were considered for participation. The Iowa Municipal Water-Supply
Inventory (MWSI), maintained by the Iowa Department of Natural
Resources, was used for selecting the water supplies to be included in
the study.
A total of 493 public water supplies were identified as using a single
hydrogeological source. These water supplies were then divided by their
source into the following categories: Alluvium, Drift, Dakota or
Cretaceous, Pennsylvanian, Mississippian, Silurian/Devonian, Ordovician
(above the St. Peter), Cambrian/Ordovician, Cambrian (below the St.
Lawrence) or Precambrian. The water supplies were then listed
alphabetically under the appropriate hydrogeological source.
The number of water supplies selected from each hydrogeological source
was proportional to the percentage of the municipal population using
that source as their primary source of drinking water. For each
hydrogeologic source, a random starting number between one and the
number of water supplies using the source was generated. This number
represented the position of the first public water supply on the list to
be selected for inclusion in the study. A systematic count number (the
number of sites divided by the starting number) was then generated. This
number represented the number of positions on the list between supplies
selected for inclusion in the study. For example, the random starting
number identified position 43 on the list of public water supplies using
alluvial sources as the first supply to be included in the study. The
systematic count number produced an incremental value of two. Thus,
supplies listed in positions 45, 47, 49, etc. were selected to be
included in the study.
An inventory of public water supply wells was used to select the well to
be monitored. The selection of the well was based on the professional
judgment of the IDNR Geological Survey Bureau staff and the amount of
information available for each well. As a rule, the active well with the
most information was selected as the well to be monitored. Wells
selected in the study were constructed over a broad period of time. A
well monitored at one particular site may not have been the most
recently constructed well. Further, because public water supply systems
often change the numbering sequence of their wells, the well monitored
may not have been the well originally selected in the study. However,
since the supplies included in this investigation used only water drawn
from a single hydrogeologic source the change in the well being
monitored should not have a significant impact on the study.
One hundred and fifty (150) public water supplies were initially
targeted for sampling in the study. To insure that at least 150 systems
were included in the study additional systems were selected.
Approximately 168 public water supplies were sent sample collection
kits. One hundred and fifty three (153) public water supplies responded
by submitting samples for analysis.
Sample Collection
The UHL provided instructions and guidance to the public water supply
operators for the collection of samples. The operators collected the
samples and returned them to the laboratory for analyses. Sample
collection kits were mailed to public water supply operators over a
two-month period beginning August 12, 1992.
One sample was collected from the raw water source and one sample from
the finished water at each sample location in the study. Samples were
collected in accordance with the instructions provided by the UHL, and
in containers provided the laboratory. A single sample consisted of two
40 mL vial, filled slowly to avoid aeration or agitation of the sample.
A total of four 40 mL vials (2 raw and 2 finished) were collected from
each sampling location The samples were transported to the UHL in Iowa
City within 48 hours of collection.
Analysis
All samples were analyzed for the determination of radon at the UHL
facility in Iowa City, Iowa. Analysis was conducted following EPA
methodology defined in EPA 600/ 2-87/082, Appendix B (proposed 913).
Water from each of the two vials that constituted a sample was mixed
with a two phase liquid scintillation cocktail and radon was then
counted on a liquid scintillation counter. The analytical results
derived for the sample had to be within 25% relative difference to be
valid. Maximum holding time for samples in the laboratory was 3.8 days
(one half life) from the time of collection.
The UHL followed strict quality assurance/quality control practices.
Each set of analyses was preceded with low, mid and high level National
Bureau of Standards' (NBS) traceable standards. In addition, blank and
background vials were run through the analysis. Daily instrument
performance and periodic efficiency checks were routine practice.
Results and Discussion
One hundred and fifty three public water supplies were included in the
study (Figure 1). Of the 153 supplies included in the study, 60 used the
Alluvium as their source of drinking water; 15 used Drift; 13 Dakota or
Cretaceous; 1 Pennsylvanian; 7 Mississippian; 26 Silurian/Devonian; 4
Ordovician (above the St. Peter); 22 Cambrian/Ordovician; and, 5
Cambrian (below the St. Lawrence) or Precambrian.
Figure 1. Sampling Sites
Analyses of the raw water from these supplies found 79, or 52%, of the
samples exceeded the 300 pCi/l level. Concentrations ranged from below
detection level to 2546.4 pCi/l (Table 1). Statistical analysis found no
correlation between well depth and the concentration of radon in the raw
water samples. The mean concentration of observed values was 371.7
pCi/l.
Table 1. Minimum and Maximum Values of Raw Water Samples by Hydrogeologic Formation
| Hydrogeologic Formation |
Number of Supplies Monitored |
Minimum Observed Value (Raw) in pCi/l |
Maximum Observed Value (Raw) in pCi/l |
| Alluvium |
60 |
71.5 |
830.9 |
| Drift |
15 |
166.3 |
944.9 |
| Dakota/Cretaceous |
13 |
66.2 |
2546.4 |
| Pennsylvanian |
1 |
183.8 |
183.8 |
| Mississippian |
7 |
Below Detection |
2265.1 |
| Silurian/Devonian |
26 |
Below Detection |
1466.7 |
| Ordovician |
4 |
150.6 |
713.2 |
| Cambrian/Ordovician |
22 |
Below Detection |
518.1 |
| Cambrian/Precambrian |
5 |
160.1 |
245.6 |
The mean concentration of radon exceeded 300 pCi/l in all hydrogeologic
sources above the Cambrian/Ordovician, except the Pennsylvanian. Only
the Pennsylvanian and Cambrian (below the St. Lawrence) or Precambrian
supplies showed no raw water samples in excess of the 300 pCi/l level.
At the other extreme, 44 of the 60 Alluvium raw water samples (73%),
exceeded the 300 pCi/l level. High radon concentrations were observed in
other hydrogeologic sources as well. Sixty percent, or 9 of the 15,
Drift samples; 7 of the 13 Dakota/Cretaceous (54%); 4 of the 7
Mississippian (57%); 10 of 26 Silurian/Devonian (38%); 2 of the 4 (50%)
of the Ordovician (above the St. Peter); and 3 of the 22
Cambrian/Ordovician (14%) exceed the 300 pCi/l level.
Only four public water supplies exceeded 1000 pCi/l in either the raw or
the finished water. All observed values greater than 1000 pCi/l occurred
in samples taken from bedrock formations above the Ordovician.
Mean radon concentrations were aggregated by county and various regional
configurations to identify possible geographic patterns. With one
exception, no clearly discernible geographic patterns were evident in
these data. In part, the lack of apparent geographic patterns may have
been due to the relatively small sample size. Generally, mean
concentrations of radon increased from east to west and south to north.
All concentrations above 700 pCi/l were found in the northwestern half
of the state (Figure 2).
Figure 2. Sampling Sites With Concentrations of 700 pCi/l or Greater. [o& 700pCi/l l>700pCi/l]
Although over half of the public water supplies included in the study
were using sources of water high in radon, only 43 (28%) of the supplies
in the study exceeded the proposed drinking water standard of 300 pCi/l
in samples collected from the supply's distribution systems. With the
exception of the Pennsylvanian formation (only one water system was
monitored from this formation), each hydrogeologic formation included in
the study had one or more public water supplies with raw water radon
concentrations above 300 pCi/l.
Table 2. Minimum and Maximum Values of Finished Water Samples by Hydrogeologic Formation
| Hydrogeologic Formation |
Number of Supplies Monitored |
Minimum Observed Value (Finished) in pCi/l |
Maximum Observed Value (Finished) in pCi/l |
| Alluvium |
60 |
Below Detection |
818.4 |
| Drift |
15 |
44.3 |
641.5 |
| Dakota/Cretaceous |
13 |
68.4 |
2445.2 |
| Pennsylvanian |
1 |
108.4 |
108.4 |
| Mississippian |
7 |
Below Detection |
2347.7 |
| Silurian/Devonian |
26 |
Below Detection |
1241.8 |
| Ordovician |
4 |
135.2 |
482.0 |
| Cambrian/Ordovician |
22 |
50.1 |
733.4 |
| Cambrian/Precambrian |
5 |
79.0 |
318.2 |
High radon concentrations in the finished water were observed in 19 of
the 60 Alluvium finished water samples (32%);. 4 of the 15, Drift
samples (27%); 3 of the 13 Dakota or Cretaceous (23%); 2 of the 7
Mississippian (29%); 7 of 26 Silurian/Devonian (27%); 2 of the 4 (50%)
Ordovician (above the St. Peter); 2 of the 22 Cambrian/Ordovician (18%);
and, 2 of the 5 Cambrian (below the St. Lawrence) or Precambrian (40%)
samples exceed the 300 pCi/l level. Records on treatment technology in
place and used at individual public water supplies are incomplete. For
the majority of the public water supplies included in this study,
treatment technology in use was unknown. However, the information that
is available suggests that aeration is an effective treatment technology
for the reduction of radon-222.
Of the 153 public water supplies included in the study, the data base
suggests that 27 make use of aeration at some point in their treatment.
Thirteen of the public water supplies using aeration technology had
radon concentrations in their source water in excess of 300 pCi/l. Of
these 13 supplies, ten (10) had radon concentrations less than 300 pCi/l
in the distribution system. The average reduction in concentration
between in the source water and the water in the distribution system in
these 10 supplies was 351.0 pCi/l. Radon concentrations were found to
increase in two of the 13 supplies and remain unchanged in one supply.
It is important to note that treatment of water may vary from well to
well, and the use of a particular type of treatment at the time of
sample collection is unknown.
The concentration of radon in 42 of the 153 supplies ( 27% ) included in
the study was found to be higher in the distribution system than in the
raw water. However, only 16 of these sites (10%) were higher than could
be accounted for by considering counting error. In six (6) of these
supplies the increase in concentration resulted in the supply exceeding
the 300 pCi/l proposed standard, even though the source water was below
the proposed standard. The differences observed between the source water
and the distribution system water ranged up to 811.9 pCi/l.
Recent investigations at the University of Iowa, College of Engineering,
suggest that mineral deposits in the distribution systems of public
water supplies may be a source of radon in some supplies. If true, the
release of radon from these deposits could result in higher
concentrations of radon in the finished water than in the source water.
This may explain the phenomenon observed in the 6 supplies in this study
where concentrations were higher in the finished water than in the
source. However, since the collection of samples in this study was not
controlled by a single sample collector, nor were the analyses
rechecked, sampling error cannot be completely ruled out as a possible
explanation.
Fourteen (14) of the supplies in this study were monitored in 1991 and
1992 by the staff of the USGS with sample analyses performed by the UHL
in Iowa City. The USGS focused primarily on raw water monitoring.
Although, in a few cases the finished water was sampled. In many cases
the well that was sampled in 1991/'92 was different from the well
monitored in this study. However, because these public water supplies
use a single hydrogeologic source of water, the results were compared.
The authors recognize that this type of comparison assumes a degree of
uniformity within the aquifer that may not exist. No significant
differences were found in the concentrations observed in the USGS
monitoring and this study.
Public water supplies that use more than one hydrogeologic source for
their drinking water will probably have little trouble meeting the
proposed Safe Drinking Water Act (SDWA) radon standard of 300 pCi/l,
provided that one of the sources that they are using is naturally low in
radon. In Iowa, the Silurian/Devonian, Pennsylvanian,
Cambrian/Ordovician , Cambrian (below St. Lawrence) or Precambrian and
surface water have the potential to supply water with low concentrations
of radon-222. The findings of this study suggest that approximately one
quarter (123) of the 493 public water supplies that use a sole
hydrogeologic source for their drinking water are likely to exceed the
radon standard in Iowa. Public water supplies that must rely upon source
waters high in radon can significantly reduce the concentration of radon
entering the distribution system by using aeration treatment technology.
Regardless of the groundwater source, further investigation into the
relationship between mineral deposits and radon concentrations in the
distribution system should be supported.
Table 3. Data
| Formation |
City |
Well # |
Depth |
Year |
Raw |
Finished |
Notes |
| Alluvial |
Akron |
6 |
56 |
1990 |
563.7 |
532.7 |
|
| Alvord |
3 |
37 |
1979 |
552.4 |
624.3 |
|
| Arion |
2 |
65 |
1965 |
416.3 |
417.7 |
|
| Avoca |
5 |
30 |
1978 |
375.5 |
294.4 |
|
| Baxter |
2 |
58 |
1970 |
361.2 |
<28.4 |
|
| Boyden |
6 |
30 |
1989 |
628.9 |
668.1 |
|
| Bridgewater |
2 |
43 |
1967 |
377.6 |
818.4 |
|
| Carlisle |
4 |
50 |
1971 |
220.2 |
<57.6 |
|
| Castana |
2 |
63 |
1963 |
417.4 |
383.3 |
|
| Clemons |
1 |
52 |
1954 |
280.5 |
242.3 |
|
| Dallas Center |
7 |
55 |
1985 |
255.2 |
<50.0 |
|
| Danbury |
2 |
68 |
1955 |
423.6 |
235.3 |
|
| Denison |
8 |
91 |
1983 |
546.6 |
115.6 |
|
| Early |
1 |
33 |
1957 |
810.6 |
790.9 |
|
| Elk Horn |
14 |
46 |
1987 |
670.3 |
108.7 |
|
| Emmetsburg |
5 |
37 |
1985 |
439.4 |
91.3 |
|
| Everly |
3 |
20 |
1976 |
537.8 |
143.9 |
|
| Exira |
11 |
60 |
1969 |
661.7 |
182.4 |
|
| Galva |
2 |
48 |
1957 |
732.5 |
817.8 |
|
| George |
4 |
37 |
1978 |
728.9 |
806.1 |
|
| Gladbrook |
8 |
33.9 |
1986 |
510.5 |
67.1 |
|
| Glenwood |
1 |
93 |
1971 |
169.9 |
<56.4 |
|
| Hamburg |
6 |
98 |
1982 |
200.2 |
70.9 |
|
| Hancock |
6 |
48 |
1978 |
594.3 |
572.1 |
|
| Harvey |
1 |
79 |
1977 |
525.7 |
144.6 |
|
| Henderson |
2 |
66 |
1978 |
421.4 |
234.8 |
|
| Keswick |
2 |
39 |
1979 |
657.6 |
195.6 |
|
| Kingsley |
1 |
37 |
1956 |
830.9 |
649.2 |
|
| Linn Grove |
3 |
35 |
1975 |
352.7 |
348.4 |
|
| Little Sioux |
1 |
110 |
1972 |
195.4 |
73.5 |
|
| Lorimor |
2 |
31 |
1975 |
563.6 |
149.2 |
|
| Lyon-Sioux RWS (Big Sioux) |
S-1 |
45 |
1974 |
572.1 |
164.9 |
|
| Lyon-Sioux RWS (Doon) |
D-3 |
34 |
1978 |
71.5 |
57.5 |
|
| Madrid |
8 |
84 |
1975 |
709.4 |
356.0 |
|
| Manning |
9 |
40 |
1978 |
744.1 |
652.0 |
|
| Massena |
10 |
38 |
1977 |
673.7 |
73.4 |
|
| Melvin |
2 |
37 |
1972 |
305.2 |
265.6 |
|
| Missouri Valley |
1 |
87 |
1964 |
278.7 |
<60.5 |
|
| Mondamin |
1 |
96 |
1956 |
170.2 |
144.7 |
|
| Moville |
4 |
172 |
1975 |
659.6 |
659.2 |
|
| Muscatine |
20 |
81 |
1969 |
189.8 |
205.4 |
|
| New Sharon |
2 |
61 |
1966 |
346.7 |
68.3 |
|
| Newton |
21 |
48 |
1981 |
197.5 |
58.1 |
|
| Onawa |
7 |
115 |
1979 |
186.7 |
129.2 |
|
| Orange City |
WB3 |
69 |
1970 |
770.0 |
264.1 |
|
| Panama |
1 |
38 |
1967 |
657.0 |
111.8 |
|
| Poweshiek RWA |
1 |
48 |
1984 |
295.9 |
<26.3 |
|
| Prescott |
2 |
40 |
1981 |
412.3 |
71.9 |
|
| Ricketts |
4 |
32 |
1971 |
558.8 |
460.3 |
|
| Riverton |
1 |
57 |
1973 |
227.2 |
316.4 |
|
| Shambaugh |
1 |
30 |
1973 |
324.8 |
<74.8 |
|
| Silver City |
3 |
54 |
1978 |
318.5 |
96.3 |
|
| Swan |
1 |
34 |
1967 |
398.0 |
421.5 |
|
| Tama |
5 |
43 |
1966 |
290.9 |
112.7 |
|
| Truro |
2 |
46 |
1968 |
508.3 |
98.3 |
|
| Van Meter |
2 |
61 |
1968 |
324.4 |
341.6 |
|
| West Amana |
11 |
32.6 |
1954 |
204.1 |
172.1 |
|
| West Central RWA (Boyer) |
South |
30 |
1977 |
374.2 |
89.7 |
|
| Whiting |
2 |
135 |
1952 |
244.9 |
84.4 |
|
| Willey |
2 |
43 |
1965 |
815.0 |
143.9 |
|
| Drift |
Cherokee Co. RWD (Mill Creek) |
MC-1 |
376 |
1973 |
199.5 |
167.4 |
|
| Cleghorn |
2 |
140 |
1954 |
380.3 |
413.3 |
|
| Emerson |
3 |
126 |
1959 |
456.4 |
372.9 |
|
| Hawkeye |
4 |
85 |
1978 |
395.5 |
224.5 |
|
| Hosper RWS |
S-1 |
343 |
1974 |
337.0 |
98.3 |
Water #2 Blended |
| Knierim |
1 |
170 |
1978 |
218.7 |
44.3 |
|
| Manilla |
3 |
85 |
1949 |
944.9 |
221.2 |
|
| Millersburg |
1 |
175 |
1968 |
243.0 |
101.0 |
|
| Minden |
11 |
67.5 |
1990 |
319.4 |
152.9 |
Water Blended |
| Newell |
4 |
285 |
1956 |
166.3 |
81.0 |
|
| Palmer |
5 |
165 |
1970 |
209.0 |
137.1 |
|
| Pilot Mound |
3 |
30 |
1967 |
355.5 |
314.4 |
|
| Smithland |
2 |
105 |
1964 |
269.3 |
641.5 |
|
| Xenia RWA |
1 |
120 |
1982 |
408.1 |
164.1 |
|
| Zearing |
3 |
110 |
1965 |
368.2 |
46.9 |
|
| Dakota / Cretaceous |
Alta |
4 |
530 |
1963 |
314.0 |
299.0 |
|
| Breda |
2 |
340 |
1942 |
340.8 |
156.3 |
|
| Cherokee |
8 |
270 |
1971 |
349.2 |
212.4 |
|
| Granville |
1 |
489 |
1931 |
66.2 |
68.4 |
Well #2 |
| Lanesboro |
2 |
134 |
1954 |
479.8 |
208.6 |
|
| Lawton |
4 |
205 |
1971 |
323.8 |
542.4 |
|
| Pocahontas |
4 |
257 |
1960 |
187.3 |
80.6 |
|
| Quimby |
1 |
225 |
1967 |
257.3 |
213.1 |
|
| Rodman |
1 |
365 |
1970 |
157.5 |
154.9 |
|
| Sibley |
4 |
759 |
1979 |
368.1 |
94.0 |
|
| Stanton |
1 |
149.5 |
1953 |
261.6 |
207.0 |
|
| Truesdale |
2 |
440 |
** |
239.6 |
1176.2 |
|
| Wiota |
1 |
156 |
1940 |
2546.4 |
2445.2 |
|
| Pennsylvanian |
Bayard |
2 |
205 |
1960 |
183.8 |
108.4 |
|
| Mississippian |
Gilbert |
3 |
161 |
1972 |
<47.3 |
<58.8 |
|
| Holmes |
1 |
230 |
1946 |
2265.1 |
2347.7 |
|
| Latimer |
2 |
168 |
1949 |
620.2 |
553.6 |
|
| New Providence |
1 |
485 |
1946 |
427.5 |
241.6 |
|
| Story City |
2 |
261 |
1945 |
98.7 |
73.9 |
|
| Williams |
3 |
425 |
1965 |
<60.4 |
85.9 |
|
| Woolstock |
1 |
120 |
1952 |
508.8 |
234.6 |
|
| Silurian/Devonian |
Atkins |
1 |
456 |
1939 |
200.8 |
59.0 |
Well #2 |
| Bristow |
2 |
180 |
1967 |
585.7 |
620.7 |
|
| Buffalo |
2 |
480 |
1975 |
123.5 |
46.3 |
Well #1 |
| Calamus |
1 |
278 |
1937 |
561.5 |
778.3 |
|
| Clutier |
1 |
290 |
1955 |
344.7 |
247.6 |
|
| Delhi |
1 |
278 |
1958 |
581.3 |
513.4 |
|
| East Amana |
2 |
550 |
** |
120.9 |
<45.1 |
|
| Eldridge |
3 |
490 |
1955 |
206.3 |
53.0 |
|
| Forest City |
2 |
142 |
1934 |
1067.8 |
330.5 |
|
| Hansell |
1 |
470 |
1958 |
190.0 |
231.0 |
|
| Independence |
6 |
265 |
1964 |
168.9 |
129.7 |
|
| Kensett |
2 |
303 |
1966 |
222.8 |
200.4 |
|
| Lincoln |
1 |
528 |
1950 |
<47.0 |
<47.3 |
|
| Lisbon |
2 |
270 |
1969 |
269.2 |
88.2 |
|
| Lone Rock |
2 |
305 |
1967 |
603.3 |
661.3 |
|
| Long Grove |
1 |
470 |
1963 |
62.7 |
150.0 |
|
| Martelle |
2 |
249 |
1969 |
62.1 |
107.4 |
|
| Monmouth |
1 |
160 |
1982 |
127.0 |
129.1 |
|
| Parkersburg |
2 |
300 |
1955 |
339.9 |
52.1 |
|
| Princeton |
2 |
420 |
1971 |
62.0 |
83.5 |
|
| St. Ansgar |
2 |
240 |
1932 |
1466.7 |
1241.8 |
|
| Stout |
1 |
405 |
1956 |
577.4 |
231.3 |
|
| Thornton |
1 |
539 |
1955 |
<41.8 |
57.9 |
|
| Urbana |
2 |
560 |
1959 |
99.3 |
135.2 |
|
| West Branch |
3 |
446 |
1968 |
148.5 |
66.0 |
|
| Westgate |
1 |
102 |
1906 |
783.6 |
593.9 |
Well #2 |
| Ordovician (Above St. Peter) |
Leland |
1 |
322 |
1972 |
539.0 |
426.6 |
|
| Lime Springs |
2 |
380 |
1968 |
162.0 |
135.2 |
|
| Rake |
1 |
200 |
1939 |
713.2 |
482.0 |
|
| Woden |
1 |
531 |
1940 |
150.6 |
161.7 |
|
| Cambrian / Ordovician |
Altoona |
3 |
2530 |
1979 |
89.2 |
60.7 |
|
| Clayton |
1 |
375 |
1981 |
76.7 |
94.1 |
|
| Cresco |
3 |
1145 |
1965 |
103.6 |
137.1 |
|
| Donnallson |
4 |
1850 |
1969 |
<45.9 |
179.9 |
|
| Farmersburg |
1 |
705 |
1939 |
93.2 |
77.7 |
|
| Freeport |
1 |
505 |
1978 |
518.1 |
258.1 |
|
| Guttenberg |
2 |
435 |
1937 |
452.3 |
452.0 |
|
| Hartford |
4 |
2135 |
1978 |
185.0 |
733.4 |
|
| Hedrick |
2 |
2055 |
1977 |
51.9 |
199.8 |
|
| Hopkinton |
4 |
1180 |
1983 |
<43.7 |
69.1 |
|
| Knoxville |
3 |
2225 |
1976 |
<46.5 |
293.8 |
|
| La Motte |
2 |
865 |
1959 |
130.6 |
82.7 |
|
| Milo |
4 |
2550 |
1964 |
155.1 |
91.9 |
|
| Monona |
3 |
850 |
1978 |
61.3 |
83.0 |
|
| North English |
2 |
1942 |
1972 |
60.3 |
192.9 |
|
| Pleasantville |
1 |
2297 |
1967 |
244.5 |
379.0 |
|
| Russell |
1 |
2520 |
1956 |
71.1 |
141.2 |
|
| Van Horne |
2 |
1870 |
1956 |
146.4 |
92.7 |
|
| Waukon |
4 |
662 |
1957 |
129.5 |
83.0 |
|
| Webster City |
6 |
2000 |
1979 |
178.4 |
50.1 |
|
| What Cheer |
3 |
1925 |
1964 |
313.2 |
416.5 |
|
| Worthington |
1 |
1189 |
1980 |
63.6 |
64.3 |
|
| Cambrian / Precambrian (Below St. Lawrence) |
Lansing |
2 |
805 |
1977 |
204.2 |
306.5 |
|
| Larchwood * |
4 |
676 |
1988 |
197.0 |
79.0 |
|
| Manson |
2 |
1211 |
1928 |
183.2 |
260.9 |
|
| Marquette * |
3 |
515 |
1988 |
160.1 |
149.0 |
|
| New Albin |
1 |
586 |
1925 |
245.6 |
318.2 |
|
| * |
Not a sole source PWS but included because of a lack of eligible sites. |
| ** |
No date of construction on record. |
| Well numbers listed in the notes indicate the well
the sample collector said he or she actually used
when collecting the sample. |
|