HomeMy WebLinkAboutLake Cornelia Geol student paperLAKE CORNELIA
GEOCHEMICAL TRACING OF LAKE HEALTH
20 Dec 2018 Anita Hall, Sarah Howe
Lake Cornelia, located in the heart of a residential and commercial community, is a water body characterized
by high nutrient loading, poor water clarity, and periodic toxic algae blooms. These conditions have potential
to impact public health as well as restrict recreational use of the lake. The purpose of this project was to
determine how environmental conditions and water quality in Lake Cornelia have changed over time in order
to provide context for future rehabilitation efforts. Carbon and nitrogen analysis, x-ray fractionation, and
diatom analysis were performed on sediment cores from the north basin of the lake. Carbon and nitrogen
data, as well as the diatom analysis, suggest that the basin was a much drier wetland or peatland
environment for a period of time, but returned to a lake state midway up the core. Trends in copper, zinc,
lead and arsenic indicated probable spikes in human activities over the course of the last century. Our
historical research helped us draw the conclusion that rapid urban expansion from Southdale mall and
residential area in the 1950s and 60s probably introduced levels of these elements to the surrounding
environment and that large-scale manipulation of the basin’s watershed by the installation of storm sewers
during this time was likely partially responsible for the basin’s return to a lake state. Humans have drastically
altered the geochemistry and watershed of Lake Cornelia, making the level of rehabilitation that is
achievable largely dependent on the management of contaminant and nutrient influxes from the surrounding
urban community.
Lake Cornelia
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INTRODUCTION
Lake Cornelia is a small, 58-acre shallow lake located in the southeastern quadrant of Edina, Minnesota, within the
Nine Mile Creek Watershed District (NMCWD). (Figure 1) At the turn of the twentieth century the land around the
lake was “far too soggy for much more than cattle and sheep grazing...” (Morse-Kahn, 2009) The nearby spring
that fed Nine Mile Creek provided cold spring water to the surrounding farms and marsh. By 1950 the land was
about to be transformed. Dayton Development Company purchased 500 acres, encompassing Lake Cornelia and
extending west to today’s York Avenue. Plans were unveiled in 1952 for the creation of the first enclosed, climate-
controlled shopping mall with an adjacent new housing development complete with a park and land dedicated to
other commercial ventures. (SLP Historical Society and Hesterman, 1988) In 1956, Southdale Mall opened along
with newly constructed County Road 62 (now Crosstown 62) to manage traffic flow. Within 10 years, the
watershed surrounding Lake Cornelia had been dramatically and permanently altered.
Today Lake Cornelia shows the stress of urbanization. What was once sited as a “clear body of water without
marshland” (Morse-Kahn, 2009) is now a hypereutrophic lake which is on the EPA’s list of Impaired Waters.
(MPCA, 2018) The lake was treated in 2017and 2018 for a Curly Leaf Pondweed invasion and in 2016 and
2017 was temporarily closed for a high level of blue-green algae, which released the toxin microcystin. (Walsh,
2017) The lake has been monitored over the past decade by the Metropolitan Council Citizen-Assisted Monitoring
Program (CAMP) and has been found to contain high levels of both total phosphorous and chlorophyll a as well as
poor Secchi disc transparencies (153 μg/L, 51 μg/L and 0.4 m). According to the NMCWD’s Water Quality
Classification, these measures have placed the lake in a Level IV rating, which is Generally Intended for Runoff
Management. The goal for Lake Cornelia is to improve the quality measures to attain a Level III rating, which is
defined as Supports Fishing, Aesthetic Viewing Activities and Wildlife Observation. (Lake Cornelia UAA, 2010).
Barr Engineering conducted an extensive analysis of Lake Cornelia in 2004 and 2008 for a Use Attainability
Analysis. (Lake Cornelia UAA, 2010) Along with NMCWD, Barr issued five goals for the lake. In addition to
improving the lake to a Level III rating, the lake also needs to provide runoff capacity for a 100-year flood event,
achieve water quality that will support a ‘diverse and balanced native ecosystem’, provide for recreational usage
and protect existing wildlife. The report focused on measures that could be taken to attain the Level III rating. This
would require bringing the total phosphate to < 60 μg/L, which would in turn reduce the algae in the lake and
improve clarity of the water. Barr outlined twelve Watershed Management Best Practices which would improve
the lake water quality. A recommendation for future work was to extract a deep sediment core from the lake in
order to evaluate how past changes to the land have altered the lake’s water quality. This will enable NMCWD to
determine if it is possible to return the lake to a higher standard of water quality.
The objective of this research therefore is to extract both a short and long sediment core from north basin of Lake
Cornelia and examine them to determine how the lake has changed with time, specifically looking for changes to
organic plant matter and to contaminants. We will attempt to correlate these changes to the modifications of the
land use around Lake Cornelia and answer the following questions:
How has the dominant vegetation in the lake changed over the past century?
How has the geochemical signature of Lake Cornelia changed over the last century and can these changes be
correlated to land use changes and/or man-made inputs?
Do changes in the diatom population confirm changes in the lake’s history?
Lake Cornelia
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MATERIALS AND METHODS
Sediment Cores: Sampling was conducted on the north basin of Lake Cornelia during Oct 31 and Nov 2. 2018.
Using a Glew Gravity Corer, a short sediment core was drawn from water that was about 1.2 m in depth. (Figure
2) The water-sediment interface was preserved, and 24 cm of sediment were captured within a 6 cm diameter
Lexan tube. The core was maintained at ambient temperature in a vertical position until Nov 6 when it was
sectioned into 1 cm cylinders which were then sampled and refrigerated.
A Square Rod Livingston Piston Corer was used to obtain a deeper sedimentary core taken from roughly the same
area. On the first drive, hard packed sediment was encountered which we were unable to penetrate. A 60 cm
long core of 6 cm diameter was obtained. The core was capped and maintained in a horizontal position for
approximately 3 hours until it could be extruded into a PVC sleeve and stored at 4.4°C. The core was split,
described, and sampled at 1 cm intervals. (Figure 3)
Sediment samples collected from both cores were dried for a minimum of 48 hours at 100°C in a Fisher Scientific
Isto-Temp oven, then ground to a fine powder with a ceramic mortar and pestle.
Carbon and Nitrogen Analysis: A Flash EA 1112 NC Soil Analyzer, with combustion temperature of 900°C, was
used to determine the carbon and nitrogen composition of each sample. 3-4 mg from each of the dried and
ground sediment samples were placed inside a 5x8mm silver foil cup. Each cup was treated twice with 6.4%
sulfurous acid, (30μl followed by 50μl) in order to react and remove any inorganic carbonates. No notable
reaction occurred in any of the samples. Between each acid treatment, the samples were dried at 100°C in the
Isto-Temp oven then crimped closed. The samples were analyzed in four batches each consisting of twenty-seven
samples, three aspartic acid standards and two blanks.
X-ray Fluorescence Analysis: A hand-held InnoveX XRF Analyzer was used to determine the percentage of various
elements in our samples. The XRF was set in a fixed stand within a lab setting. Soil Assay mode was used for
analysis. Dried and powdered samples from the 1 cm sections of each core were too small for the XRF analyzer to
process, so samples from two adjacent sections of each core were combined then placed into a TremLess ® sample
cup. Prior to the run the unit was calibrated with a calibration disk. All standard test protocols were followed.
Slides: Small samples were extracted from locations in each visibly differentiable (by color, texture, density etc.)
section of the core at 36, 47, 58, 78cm. Smear slides were made from each of these samples and examined under
a microscope at 40x.
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RESULTS
An image of the Livingston core as well as a full description of its layers are included in Figure 3. Full length core
profiles (Figures 4, 5a & 5b) were constructed by stitching together the Glew and Livingston core data. Overlap
was estimated based on correlation in carbon (C), nitrogen (N) and XRF data.
Carbon and Nitrogen Analysis: Downcore from 48 cm the C and N values are relatively high, except for a dip
near 57 cm. C and N drop noticeably upcore from 48 cm and remain low until 5 cm, where they gradually
increase to present levels (Figure 4). The C:N ratio displayed no coherent trend over the course of the core,
fluctuating within a 5-unit range between 10 and 15. The spike in C and N values at the base of the Glew core
could be due to contamination during the coring and/or extrusion processes. The average deviation from the
standard for N was 0.4974% with a standard deviation of 1.3086, and for C the average deviation was
0.8439% with a standard deviation of 3.2277. The average deviation from the blank for N was 0.000%, and
for C the average deviation was 2.496% with a standard deviation of 5.527.1 Prior to the first run, the analyzer
calibrated with aspartic acid. The resulting calibration curve yielded an R2 of .999738 for C and .999564 for N.
X-ray Diffraction Analysis: Average error was 4.5%.2 Figure 5a displays the results for copper (Cu), zinc (Zn),
lead (Pb), and arsenic (As) compared to the level 1 and level 2 Sediment Quality Targets (SQT) outlined in Table 1
and detailed in Crane and Hennes (2016). The four listed elements each currently exceed the level 1 target.
The concentrations of both Cu and Zn in the uppermost surface sediment are approaching the level 2 SQT and
their concentrations are increasing with time. Both Pb and As reached their peak at 40± cm downcore and
are now below the level 2 target. At 50 cm downcore, the Cu concentration in Lake Cornelia’s sediment began to
climb from a background level of ~25 ppm to a high of 111 ppm at the top of the core. The rate of change was
0.31 ppm/cm. Zn follows a similar pattern to Cu. At 50 cm downcore, the Zn concentration in Lake Cornelia’s
sediment begins to rise from a background level of ~90 ppm to a high of 424 ppm at the top of the core at a
rate of 10.5 ppm/cm. The surface concentration is approaching the level 2 SQT. Also, at 50 cm downcore, the Pb
concentration in Lake Cornelia’s sediment suddenly rises from a background level of ~11 ppm to a high of 198
ppm where it remained constant for 6 cm. The top 25 cm of the core show a slow decline in Pb concentration to the
present value of 123 ppm. It is only in the top few cm of the core that Pb concentrations once again fall below the
level 2 SQT. At 55 cm downcore, the As concentration in Lake Cornelia’s sediment begins to rise from a
background level of 6 ppm to a high of 49 ppm reached at 44 cm downcore. The As concentration remains at a
high level for about 5 cm, then starts to slowly decline to the present value of ~18 ppm.
Figure 5 b displays the XRD results for calcium (Ca), titanium (Ti), chromium (Cr) and iron (Fe). These four elements
are common products of weathering of rock. Ti, Cr and Fe each show a jump in concentration at 68 cm downcore,
followed by a drop at 60 cm. These three elements follow a similar trend throughout the core, including a rise in
concentration with decreasing depth throughout the Glew core. Ca follows an inverse relationship from Ti, Cr and
Fe, including a decrease in concentration with decreasing depth of the Glew core.
Diatom Analysis
5 smear slides from different locations in the Livingston core provided a look at what types of organisms existed at
select moments in time. (Figure 6) The smear slide taken at 36 cm from the fine-grained lake sediments was
populated with planktonic diatom species. One species of diatom found at 36 cm strongly resembled Nivicula
trivalis, a species known to increase as nutrient levels rise in lakes in Maine (Danielson, 2009). Smear slides below
the transition to denser, vegetation rich soils (47, 58, and 78 cm) showed a lack of planktonic diatoms and were
instead dominated by sponges and plant material.
1 High average and standard deviations are likely due to the inexperience and unfamiliarity of the author with data collection.
2 Calculated error for XRF measurements for the sediment and deep core are given in parentheses for each element: S (7.3%, 9.0%); Cl
(18.7%, 11.5%); K (1.5%, 1.6%); Ca (0.9%, 0.9%); Ti (1.4%, 1.3%); Cr (6.8%, 7.6%); Cr (6.7%, 7.6%); Fe (0.3%, 0.3%); Cu (3.1%,
6.5%); Zn (1.2%, 1.1%); Pb (1.2%, 2.3%); As (7.7%,6.6%)
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DISCUSSION
Interpreting the data obtained from the core requires an attempt at dating the core. Without the financial means
to conduct radiometric dating or pollen analysis, we turned to historical events and attempted to find correlation.
The great drought of 1929-1941, displayed in MN PDSI data in Figure 7, may have created conditions which lead
to the lake’s disappearance. This dry period may account for the dry peat-like lower section of the Livingston core
and the fact that we were unable to retrieve more than 60 cm of sediment with the Livingston corer.
This change from a water filled lake to a dry peat basin is supported by the CN data (Figure 4). The shift at 48
cm from higher levels of C and N to lower levels upcore could indicate a shift back to a wetter time with the lake
reappearing. There is another notable dip that occurs on the C and N data at 58 cm. This could correspond with
the peak of the great drought, but no concrete conclusions can be drawn. We were not able to see significant
changes in vegetation over time using C:N ratio, the values were in the range of aquatic plants over the entire span
of the core.
The opening of Southdale Shopping Center and the nearby housing development in the mid-1950s supports the
hypothesis that 45-50 cm downcore represents the 1950s timeframe. (Figure 9) If this is true, it might help explain
the sharp transition from a coarse, peat-like texture to fine wet sediment. Lake Cornelia accepts storm sewer
discharge from Southdale Shopping Center and the surrounding residential areas. (Figure 10 and Lake Cornelia
UAA, 2010) The transition from soil to fine sediment could indicate when storm sewers began to discharge into
Lake Cornelia in the 50s and 60s. The increased drainage into the lake may have played a part in the lake’s
transition from a wetland or peatland (which would produce drier, vegetation rich soil) to a lake (which would
produce fine sediment).
Our inferences about the basin’s dry and wet periods were further supported by our diatom analysis. Planktonic
diatoms in the fine sediment segment of the core indicate that an aqueous environment (in this case, lake) has been
the dominant state in recent years. Below 48 cm, where the core shifts to drier, spongy, and vegetation rich soil
sediments, no planktonic diatoms were found. This supports the conclusion that below this transition, Cornelia was
not a lake environment. Diatoms found in smear slides from the recent lake-state period include a species that
strongly resembles Navicula trivalis (Figure 6, Image H). Navicula trivalis is a species of diatom that was found to
increase with nutrient loading in lakes in Maine. (Danielson, 2009) This species could be related to the diatoms we
found, which would make sense considering the high nutrient concentrations in Lake Cornelia.
XRF data gave us insight into human activities’ impacts on the water quality in Lake Cornelia (Figures 5a, b). The
metals Cu, Zn, Pb and As show a notable increase in concentration starting at ~50 cm, about the same location
where the transition to lake sediments occur. This prevalence could indicate development around the Lake Cornelia
drainage area, as these elements often indicate increased human activity. A possible source of Cu is brake pads.
Brake pads were determined to contribute 39 ± 21% of the Cu to the watersheds in San Francisco.3 Other sources
of Cu could be algaecides, fertilizers, pesticides, pressure treated lumber, architectural Cu, and Cu weathered
from rocks. (Crane and Hennes, 2016) Major sources of Zn in industrial runoff are galvanized metal (storm sewer
pipes, ducts, light poles, gutters), motor oil leaked onto pavement, tire dust (tires contain ~1% Zn by weight). Other
sources of Zn are white paints (zinc oxide) and wood preservatives. (Golding, 2008) Tetraethyl lead was added to
gasoline starting in 1922 to increase fuel economy and reduce wear on engine parts. With the passage of the
Clean Air Act in 1970, Pb levels in gasoline were reduced. Cars that utilized catalytic converters, requiring
unleaded gas, were introduced in 1975, thus beginning the phase out of leaded gas. In the US, there was a total
ban on the sale of leaded gas starting in 1995 (Fowler, 2008). These regulations most likely resulted in the
gradual decline in Pb levels above 40 cm in the core. Possible sources of As include sodium arsenite, which was
used in MN in the 1950s and 1960s to control aquatic vegetation and agricultural pests. (Crane and Hennes,
2016) Attention to As as a toxic pollutant has resulted in regulating its use, which may explain the decline in As
levels in the core above 40 cm. The spike in metal concentrations occurred at about the same location in the core as
3 San Francisco has had difficulty meeting the Clean Water Act requirement for copper in urban runoff waters. In 2010 California and
Washington passed laws limiting the amount of copper that can used in automotive brakes to no more than 0.5%. (Donigan and Bicknell,
2007) In response the Brake Pad Partnership recommends that copper use in brake pads be phased out by 2033. (CDA webpage)
Lake Cornelia
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the transition to lake sediments. For this reason, is important to note that the concentration of metals in the soil may
have also been impacted by the installation of storm sewers which may have provided a mechanism by which
metals were transported from the surrounding environment into Lake Cornelia’s basin.
We chose not to focus on interpreting causes for the trends in elements calcium, titanium, chromium, and iron.
However, their synchronous fluctuations deep in the core could indicate response to changing redox conditions in a
wetland environment.
Through outreach to former Edina employees, we discovered that the Cornelia basin was briefly farmed and
grazed. This is a major cause of disturbance which should be kept in mind when viewing our cores. It is likely that
there is an unconformity in the core at this time period due to the soil removal and tillage. Far away sources of soil
and dust also could have been added during the “dust bowl” (Steil, 2016 interview with John Handeen)4.
4 “…Handeen can point to changes in the land from the dust storms … where blowing dirt accumulated like snow drifts in winter …” (Steil,
2016 interview with 91 yr. old Montevideo native, John Handeen)
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CONCLUSION
How has the dominant vegetation in the lake changed over the past century? Do changes in the diatom population
confirm changes in the lake’s history?
We were not able to make meaningful conclusions about changes in vegetation over time using C:N ratio.
However, the C and N values began a rapid decline at the core’s transition from peat to lake sediments,
supporting the conclusion that the basin was once a wetland and began to transition back to a shallow lake at
this point in time. Our diatom analysis further supported this conclusion.
Lake Cornelia has been drastically altered from its natural state. Historical aerial photos, historical documents
and the memories an older Edina resident5 give the best indication that the lake has undergone three major
transitions. In the mid-1800s the lake was part of an extensive natural wetland. As settlers arrived and
began to farm the area, the wetlands were drained and sometime during the 1930-1940s the lake dried up
and was used for grazing. The lake acquired its current state in the 1950s with the buildup of Southdale and
the surrounding residential area. During this period of urbanization storm sewers were added, altering the
watershed’s drainage and making storm runoff a major component of the lake’s inflow.
How has the geochemical signature of Lake Cornelia changed over the last century and can these changes be
correlated to land use changes and/or man-made inputs?
Storm drainage, watershed manipulation and urban growth have negatively impacted Lake Cornelia. When
storm sewers were added, the natural flow of water into the lake was permanently altered. (Figure 11) With
the run off, came urban pollutants such as Cu, Zn, Pb and As.
Cu and Zn pollution should be studied further as they are approaching level 2 SQT. Cu and Zn can accumulate
in fish tissues, interfere with reproduction, weaken the immune system, and “induce pathological changes.”
These heavy metals and metalloids can be harmful at low concentrations and will bioaccumulate in the food
chain. (Crane and Hennes, 2016)
Considering our data, it is our conclusion that unless changes are made to the storm drainage system into Lake
Cornelia, rehabilitation efforts will be limited as it is essentially a drainage pond for an urban area.
Our data provide historical context for future rehabilitation efforts in Lake Cornelia.
We would like to acknowledge and thank the following individuals for their help in completing this project: Bob
Kojetin, Edina’s former Parks and Recreation Director, for answering our questions about what Lake Cornelia
looked like in the 1940s; Gael Zembal, the Education and Outreach coordinator for the Nine Mile Creek
Watershed District, who suggested that we study Lake Cornelia and who provided us with key documents; Ryne
Regger, a senior from Edina High School, who was our field assistant and Kevin Theissen, our professor who helped
us extract the Livingston core while floating on a sinking raft without getting any of us wet, and who also patiently
answered numerous questions.
5 Conversation with Bob Kojetin on 25 Nov 2018: Bob is 85, a longtime resident of Edina and the former Parks and Recreation Director for
Edina. Bob confirmed that when he was a kid the area that is now Lake Cornelia use to be farmed and there was a 3’ wooden culvert
that enabled cows to walk beneath 66th street.
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FIGURES AND TABLES
Figure 1 – Lake Cornelia, Edina, MN: Two
watersheds are present in the city of Edina;
Minnehaha Creek drains the NE section of the
city; Nine Mile Creek drains the SW section of
the city. Lake Cornelia, which is the object of
this paper, is located within Nine Mile Creek
Watershed. The lake is 50 acres in surface
area and drains 975 acres, including the lake.
66th street divides the lake into a 19-acre north
basin and 31-acre south basin. The average
depth of the north basin is 1 m and the south
basin 1.3 m. (Lake Cornelia UAA, 2010)
Figure 2 – Lake Cornelia Coring Location: Lake Cornelia bathymetric map showing the coring location in the
north basin of Lake Cornelia. The estimated depth at the coring site was 1.2 m. A Zodiac raft and floating
pontoon were used to gain access to the coring site.
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Figure 3 – Lake Cornelia deep core: Image of
the Livingston core from the north basin of Lake
Cornelia, Edina, MN with physical description.
Orange line marks the transition from fine lake
sediment to plant-rich soil. Note: The first 20 cm
was water or water/sediment interface that was
lost on extrusion. Impenetrable hard pack
sediment was reached at 80 cm.
20-35cm Very fine grain, silty, no plants, gray
brown, high water content
35-40cm Very fine grain, silty, grey brown in color,
high water content, few very small roots
visible
40-44cm Higher root content
44-46.5cm Drier, higher root density, transition
boundary between fine grain silty and courser spongy
46.5-58cm Spongy texture (continues to end),
warmer brown, high root density
58-60.5cm Contains fine lighter colored grains
(quartz?), soil? Lighter brown, high root
density
60.5-67.5cm Darker brown, progressively high root density
67.5-70.5cm Contains fine lighter colored grains, soil?
Lighter brown, high root density
70.5-72cm Warm brown, high root density
72-80cm Blackish brown, high root density
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Figure 4 - Carbon and Nitrogen Analysis: Percent Nitrogen, Percent Total Organic Carbon and CN Ratio for sediment
samples from both the Glew sediment core (shown in blue) and the Livingston deep core (shown in orange) from the north
basin of Lake Cornelia. The two cores were taken on different days. The two coring sites were near each other but not
identical in location. The overlap was estimated based on correlating values in CN data as well as XRF data.
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Figure 5a – X-ray Diffraction Analysis: Concentration of copper, zinc, lead and arsenic (in ppm) from samples
from the Glew sediment core (blue) and the Livingston deep core (orange) from the north basin of Lake Cornelia.
Table 1 – Sediment Quality Targets (SQT): The Minnesota Pollution Control
Agency (MPCA) sediment quality targets (SQTs) determine the sediment
quality of a lake. Level I SQT is the contaminant concentrations below which
harmful effects on benthic invertebrates are unlikely to be observed. Level II
SQT is the contaminant concentrations above which harmful effects on benthic
invertebrates are likely to be observed. The level 1 and level 2 SQTs for
copper, zinc, lead and arsenic are show in the table at left. These limits are
also represented in Figure 5a above. The green shaded area represents
concentrations below the level 1 limit and the pink shaded area represents
concentrations above the level 2 limit. The four listed elements each
currently exceed the level 1 target. The concentrations of both copper and
zinc in the uppermost surface sediment are approaching the level 2 SQT and
their concentrations are increasing with time. Both lead and arsenic reached
their peak at 40± cm downcore and are now below the level 2 target.
(Crane and Hennes, 2016)
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Figure 5b – X-ray Diffraction Analysis: Concentration of calcium, titanium, chromium and iron are given in ppm for
sediment samples from both the Glew sediment core (blue) and the Livingston deep core (orange) from the north basin of
Lake Cornelia. Synchronous fluctuations deep in the core could indicate response to changing redox conditions in a
wetland environment.
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Figure 6. Diatom analysis using microscope imagery of smear slides.
Images A-C show planktonic diatoms found in the fine sediment
segment of the Livingston core. Images D-G show long needle-like
sponges as well as plant material found in drier, plant-rich segment
of core. Blown up diatom from Image C strongly resembles Navicula
trivalis (Image H), a nutrient loving diatom found in Maine lakes.
(Danielson, 2009)
H
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6
6 Palmer (1965) defines drought impacts as follows:
Mild drought: Some of the native vegetation almost ceases to grow.
Moderate drought: The least drought-resistant members of the native plant community begin to die and the more xerophytic varieties start
to take their place
Severe drought: Only the most xerophytic varieties of native vegetation continue to grow. And vegetal cover decreases.
Extreme drought: Drought-resistant varieties gradually give way to open cover. More and more bare soil is exposed.
The red line (LOESS: LOcally wEighted Scatter-plot Smoother) is a method for fitting a smooth curve between two variables or fitting a
smooth surface between an outcome
Figure 7: History of droughts in Minnesota from 1900-2018 as measured by the Palmer Drought Severity Index
(PDSI). PDSI uses temperature and precipitation data to estimate relative dryness. The scale ranges from -10 (dry)
to +10 (wet) where -2 is moderate drought, -3 is severe drought, and -4 is extreme drought.6 Minnesota experienced
a moderate to extreme drought from 1929-1941, which peaked in the summer of 1934 with a PSDI score of -7.79.
This was preceded by a shorter duration drought from 1920-1924. Historical aerial photographs taken over Edina in
1930 and 1940 (Figure 8) show that Lake Cornelia was dry during this period. Image taken from
https://www.ncdc.noaa.gov/cag/statewide/time-series/21/pdsi/all/1/1895-2018 accessed 8 Dec 2018
h
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Figure 8 - The Dry Years: Historical photos of Lake Cornelia taken in 1930 (top) and 1940 (bottom) show an absence of
water in Lake Cornelia during the drought of 1929-1941. 66th street bisects the photos from east to west. France
Avenue appears as a country road at the right of the photos. The area in the center of the photographs, which was Lake
Cornelia, appears to be dry. Swim Pool and Point of France Ponds which appear in the upper right quadrant of the
1940’s photo appear water filled. (Edina Water Resources webpage)
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Figure 9 – The Transition to Urban: Historical photos of Lake Cornelia taken in 1950 (top) and 1960 (bottom) during the
period of rapid urbanization of the area. The northwesternmost section of Southdale Shopping Center’s parking lot
appears in the lower right of both photos. Southdale was opened in 1956. A housing development which was started
at the same time as the mall, is largely completed by the 1960 photo. County Road 62 is captured during its construction
in the bottom photo. Lake Cornelia, is once again filled with water. (Edina Water Resources webpage)
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Figure 10 – Current: Photo of Lake Cornelia taken in 2012 (top) showing the current parks, residential/commercial
areas and streets/highways. The bottom photo shows the network of storm sewers that feed into the lake. Lake
Cornelia’s north and south basin are connected beneath 66th street by a 15” pipe along the west edge, a 12” culvert in
the center and a 12” pipe along the eastern edge. (Edina Water Resources webpage) Water generally flows from the
north basin to the south basin. The water level in both basins is controlled by a weir which is located at the southernmost
tip of the south basin. (Edina Water Resources webpage and Lake Cornelia UAA, 2010)
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Figure 11 – Lake Cornelia Watershed 1901 vs Current: The background is a plat map from 1901, with the original Lake
Cornelia watershed outlined in red and the current watershed outlined in purple. Lake Cornelia is in the center of the
lower section of the map. Nine Mile Creek running NW to SE across the lower left quadrant of the map and Minnehaha
Creed running across the upper right quadrant of the map. The natural state of the land between these two creeks and
surrounding Lake Cornelia was wetland. Over time, people drained the wetland and manipulated the watershed by
adding storm sewers to control the urban runoff into the lake, permanently shifting the lake’s watershed. (Figure
courtesy of Gael Geber from NMCWD)
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REFERENCES
1. Copper Development Association, Inc. webpage; Copper in Brake Pads.
https://www.copper.org/environment/impact/copper-brake.html accessed 4 Dec 2018.
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