
|
Friends
of Lake Merced
100 Santa Barbara Avenue
Daly City, CA 94014 |
November 29, 2005
Dr. Robert Cooper, Professor Emeritus
School of Public Health
University of California at Berkeley
4863 Venner Road
Martinez, CA 94553
Dr. Cooper:
The North San Mateo County Sanitation District, a Division of the City
of Daly City, working in cooperation with the San Francisco Public
Utilities Commission, recently released a report describing the results
of a two-year study of the effects of diverting water from the Vista
Grande canal into Lake Merced. This water was known to be
contaminated, both with coliform bacteria and various metals. The
purpose of the study, as originally stated in the proposal of January
26, 2004 was:
Phase 2 of the
pilot project …involves using a vegetated area along a small section of
the southwestern shoreline of South Lake Merced as a stormwater
treatment wetland. The primary goal of this phase of the project
is to determine the extent to which water quality in Lake Merced is
impacted by the introduction of Vista Grande stormwater after passage
through the vegetated area.
We have read this report, and find it lacking in several important
regards:
1) The design of the study was
inadequate to evaluate the effect of the riparian buffer as a
contaminant filter.
2) The analysis evaluated the probability that an impact would be
reported when in fact none existed. The far more important issue,
failing to identify a true impact, was not addressed.
3) Metals known to be in the feedstock simply disappeared; no account
was made as to their destination.
4) There was no provision for public notice or ongoing monitoring in
the event that a condition exceeding EPA standards for pubic health was
encountered.
Patrick Sweetland, Manager of Water and Wastewater Resources for the
City of Daly City, the manager responsible for this project, referenced
you as the expert who has monitored this study and approved this
report. Frankly, with errors so obvious I am surprised if you
have not commented on these shortcomings. On the other hand,
Patrick has not shared your report with us, so perhaps our differences
are not so great after all.
I hope that you will bear with me as I expand on the points made above:
Inadequate study design
In as much as the purpose of this study was to evaluate the
effectiveness of the riparian buffer as a tool for removing
contaminants, it would be necessary to have some information about that
buffer in order to accomplish this goal. In fact, no such
information was collected, and as a result it is impossible to
distinguish the effects of that buffer from such other factors as
dilution and coliform die-off.
We indicated a number of observations that should be made. In
each case the suggested analysis was “beyond the scope of the pilot
study.” Here are a few examples (quotations are taken from the
report and from supporting documents provided by the
researchers.):
Some
level of treatment by the riparian buffer is likely (see the attached
document prepared by Michael J. Casteel, Ph.D., SFPUC Research
Microbiologist). Additional engineering analysis would be needed
to address this issue further. Such analysis was beyond the scope
of the pilot study.
It is perhaps a matter of opinion the degree to which isolating the
effect of the riparian buffer is economically justified. Absent
any assessment, however, the observation that “some level of treatment
. . . is likely” seems hardly adequate. Would we have been
willing to approve putting this contaminated water directly into Lake
Merced, a body of water designated by the Public Utilities Commission
as an emergency supply of potable water? I doubt it. If
not, then, it needs to be more than “likely” that the riparian buffer
is having a significant effect.
In any event, with a pure black-box study of this sort, looking only at
input and output with no attempt to evaluate the mechanisms operating,
failure to achieve replication of initial results is not
uncommon. It is certainly not possible to extrapolate outside the
range of the data with any confidence. Preparation for future
study, with even larger amounts of stormwater diverted into the lake,
is then tenuous at best.
Inappropriate statistical
analysis
Measurements of the amount of E-coliform bacteria were taken for three
storms with no diversion of Vista Grande canal water, six storms with
diversion. Surface grab samples were taken from six predetermined
sites for each storm, and the amount of E-coli bacteria measured in
each sample. Three sample points were located in a row near the
shore, three in a row somewhat further away from the discharge point.
In an earlier commentary I observed, less than precisely,
“Scientific method dictates that the hypotheses tested should be the
opposite of the desired outcome, the so-called null hypotheses. I have
not yet read the actual statistical evaluation so perhaps this issue
has been addressed. However, the hypotheses as stated are not fully
testable.” The response was provided,
We
are not familiar with the null hypothesis being defined as the opposite
of the desired outcome. Our understanding is that a null hypothesis is
a hypothesis that is assumed to be true until statistical evidence
indicates otherwise, and is often the opposite result to what the
experimenter expects. The null hypotheses in the draft report were
fully testable.
A t-test was used to compare the results with and without storm
diversion. The results proved not to be significant at the 95%
confidence level. That is, the assumption (null hypothesis) was
made that no impact resulted from the diversion of contaminated Vista
Grande water, and that assumption would have been rejected only if the
odds were less than one in twenty of its being correct. The
researchers were unable to comprehend the problem with this approach.
The t-test is not an appropriate test for this problem, as it confounds
the many potential sources of variation. This is clearly a
multi-layered problem, test site within test row, test row within
storm, storm within diversion/no diversion family, and family within
the total data set. A quick look at the data demonstrates a clear
storm impact. Less apparent is the effect of the other potential
sources of variation.
To conduct the following analyses I have used the logs of the actual
measurements. As the researchers point out, this data is often
log-normally distributed, so this may be a prudent step. At the
same time, with this data it makes virtually no difference to the
analysis whether the original readings or their logs are used.
First I looked to see if there were any
site-to-site differences. When looking at the raw data there is
no significant pattern across the test sites (
Attachment
1). However, this confounds storm-to-storm variance with
site-to-site variance. I therefore normalized the data by storm
and recalculated (
Attachment 2).
While removing the storm variance contribution starts to indicate some
site-to-site pattern, it remains insignificant at the 90% confidence
level. Also, comparing sites near the shore with those further
out indicates no strong pattern; one might like to enquire as to why
this is the case.
It is mildly interesting to note that when just those six storms during
which diversion occurred are considered there is a significant
site-to-site pattern, with Site 4 being significantly less than either
Site 3 or Site 5 (
Attachment 3).
However, the inner/outer pattern one might expect still fails to
appear. This may be an indication of significant mixing, a result
not unexpected at the lake’s surface during storm events.
It seems relatiavely safe, then, to consider the six sites as random
samples taken during each storm event, ignoring the site-to-site
pattern for this analysis. That is, an unbalanced nested ANOVA is
appropriate, with a major split between storms with and without
diversion, and individual storms within each of those two
categories. The question the researchers posed is this, is there
a significant increase in the amount of E-coli bacteria found in the
lake for storm events with diversion, after considering the variance
attributed by individual storms? The answer is contained in
Attachment 4.
The answer is, with 97.5% confidence, yes there is. But that is
not the important question. Rather, we want to protect the
customer, in this case the boater using the lake. We don’t want
to say that everything is OK if in fact it is not. That is, we
care about Type II error, the probability of saying there is no
difference when in fact a difference exists. We care, then, about
the power of the test, which is one minus Beta, the probability of a
Type II error. For the diversion/no diversion factor the power is
0.62. There is, then, nearly a 40% chance of being wrong is we
say that there is no difference between these two groups of data.
That is well outside acceptable limits for protection of public health
and safety.
It is bad enough that the researchers were unable to conduct this
analysis properly. It is far more discouraging that when this
problem was pointed out both to the researchers and to the managers
responsible for this study, nobody recognized the nature of this
problem, and the need to conduct a proper evaluation. Rather, the
researchers claimed, somewhat defensively, “The null hypotheses in the
draft report were fully testable.” Well, no they weren’t, but
they could have come a lot closer than they did. I’m not ready to
trust future testing to a group that does not include a substantially
stronger statistical capability.
The disappearing metals.
In an earlier commentary I observed, “Metals were observed in the
stormwater, but not in the ground in the riparian buffer and not in the
lake. Where did they go? Does the absence of metals in the ground
indicate that there was little if any percolation of the
stormwater? What is the sustained injection of metals into the
lake, if any? It seems risky to assume that no contamination has
resulted simply because we can’t figure out what the answers to these
questions might be.” The researchers responded:
A
number of physical, biological and chemical processes potentially
govern the fate of metals in the stormwater runoff diverted to the
riparian buffer/lake. Such potential processes include
accumulation in the riparian buffer soils (with any changes in soil
concentrations potentially masked by natural variability), removal by
biological uptake in the buffer or the lake, and adsorption to
particles in the lake system. Transformations among species of
individual metals are also likely. Characterization of the fate
of the metals would require additional monitoring data and engineering
analysis. Such monitoring and analysis were beyond the scope of
the pilot study.
And pigs might have wings.
* It
is also possible that the diverted
stormwater simply ran down the slope and into the lake, with the metals
sinking to a level below that captured with surface grab samples.
Have the researchers provided a sufficient assessment of the impact on
the lake of this major category of contaminants? I don’t think
so. Again this reflects on the “black-box” approach that was
taken. This approach has proven to be inadequate to safeguard
public health at Lake Merced. Future studies should be designed
to overcome this shortfall in the analysis.
Provision of public notice
It would seem that at a minimum some notice would be provided to
boaters and other users of the lake when these tests are being
conducted. Further, a testing protocol should be developed that
provides adequate information about any contamination that does occur,
and is maintained until the testing is complete and the lake has been
restored to a healthy condition. Obviously this applies to E-coli
bacteria that will experience relatively rapid die-off in the
lake. I am not familiar with similar provisions regarding metals
that reach the lake.
We have not had much assistance from the city officials responsible for
maintaining water quality in Lake Merced. Jim Salerno,
Environment Manager for the SF-PUC, after repeated requests for a
written public notice and condition-monitoring plan, produced the
following:
Here
is the revised monitoring plan for Lake Merced. The lake
will be monitored every two months for bacteria and other physical and
chemical properties generally from March through July each
year. Monitoring will be increased to monthly in August through
February to coincide with wet weather and the planned diversion of
dechlorinated drinking water to raise the lake level. The purpose
of these surveys is to characterize changing Lake conditions given
these different inputs. Bacteria analyses will be forwarded to
you and the Lake Merced Task Force when completed generally 3-4 days
after the survey. The completed survey results will be forwarded
approximately one month later when all analyses have been
completed. Feel free to contact me to discuss this plan if you
have any concerns.
Note that there is no specific reference to provisions for the
stormwater diversion tests, no indication of follow-up procedures to be
used if an out-of-tolerance condition is encountered, and public notice
is limited to the Lake Merced Task Force and me, neither of us being
the public.
The researchers attempt to be reassuring:
(S)tating
that Figure 3 indicates that E. coli concentrations in the test area
have risen to levels near acceptable limits is a misinterpretation of
this probability plot. What is really indicated is that there is
an approximate 98.5% probability that a sample from the population
characterized by the distribution in Figure 3 will have a concentration
lower than the single sample maximum criteria of 576 MPN/100mL for full
body contact recreation.
First, single sample readings of E-Coli bacteria of 520 MPN/100mL were
observed on two occasions during this test. That is almost within
measuring accuracy of the maximum criteria of 576 MPN/100mL; the
statement that observed values were near acceptable limits is
completely accurate. Further, that there is just a 1.5% chance of
an over-limit condition is not sufficiently reassuring to eliminate the
need for a comprehensive monitoring program. None has been
produced.
Conclusion
The researchers now propose to increase the quantities of water
diverted into Lake Merced. As indicated earlier, a black-box
study does little to assist in estimating the effect of performance
outside the range, in this case above the range, of the sample
data. We have little if any idea if that 1.5% risk will double or
increase ten-fold. The researchers do acknowledge this need:
In
any case, as stated earlier, we agree that any future increases in
diversion volume would require vigilant monitoring. Before any
additional diversions to the lake occur, we will carefully design and
document additional monitoring activities.
In addition to a much more detailed monitoring program, these steps
should be taken before approval is given to continue:
1) Some provision is needed to assess
the effect of the riparian buffer, and to assure that we aren’t simply
pumping contaminated stormwater into Lake Merced.
2) An analytic framework is needed that will attempt to identify the
destination of metals and other contaminants that were not traced in
the current study.
3) A monitoring program is needed that includes follow-up testing if
and when over-limit conditions are encountered.
4) More effective provisions for public notice are needed. The
original proposal promised, “The boating contacts at Lake Merced will
be kept informed of the monitoring results during the pilot test on an
ongoing basis.” Boaters I know are not aware that this procedure
was implemented.
5) Someone with a much better grounding in statistical analysis should
be added to the research team. I have described one of the more
serious errors made in the current analysis. There are several
others, although less important still indicating a lack of adequate
understanding of these techniques on the part of the researchers.
I have no idea how serious a health risk may be posed by this activity;
hopefully it is not great. However, so long as the research team
lacks adequate analytic skills, and the managers responsible for this
study lack an interest in following up on suggestions made by
technically qualified members of the community, we cannot have
confidence that anyone actually knows what risks have been encountered.
Thank you for taking the time to review these comments. I look
forward to receiving your response.
Sincerely,
John Plummer
Attachments
Attachment
1: Evaluation of sampling site patterns
Log10(E-Coli Bacteria)

Attachment 2:Evaluation of sampling site
patterns --
Log10(E-Coli
Bacteria normalized by storm

Attachment
3: Evaluation of sampling site patterns --
Log10(E-Coli Bacteria) normalized by storm,
Diversion events only

Attachment 4: Nested ANOVA




***It has been brought to my
attention that some among my readers have been deprived in their youth
of a familiarity with the writings of Lewis Carroll. I will quote:
"'The time has come,' the Walrus said,
'To talk of many things:
Of shoes -- and ships -- and sealing-wax --
Of cabbages and kings --
And why the sea is boiling hot --
And whether pigs have wings.'"
I had intended in my
allusion a relatively light-hearted reference to Wonderland. Lest
that be misunderstood let me clarify: I find it no less wondrous that a
group of professional engineers would simply lose a major class of
contaminants without comment either on the seriousness of this problem,
or the steps proposed for its remedy.
Perhaps
Dr. Cooper, being of the professorial persuasion, will have had a more
informative youth. I hope so.