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<collection-meta collection-type="series">
<title-group>
<title>U.S. Geological Survey Scientific Investigations Report</title>
<alt-title alt-title-type="pub-short-title">Scientific Investigations Report</alt-title>
<alt-title alt-title-type="pub-acronym-title">SIR</alt-title>
</title-group>
<contrib-group>
<contrib>
<aff><institution>U.S. Department of the Interior</institution></aff></contrib>
<contrib>
<aff><institution>U.S. Geological Survey</institution></aff></contrib>
</contrib-group><issn publication-format="print">2328-031X</issn><issn publication-format="online">2328-0328</issn>
</collection-meta>
<book-meta>
<book-id book-id-type="publisher-id">2026-5134</book-id>
<book-id book-id-type="doi">10.3133/sir20265134</book-id><book-title-group><book-title><italic>Escherichia coli</italic> Monitoring and Assessment in 2022 and 2023 after Beach Restoration at Lake St. Clair Metropark Beach, Macomb County, Michigan</book-title>
<alt-title alt-title-type="sentence-case"><italic>Escherichia coli</italic> monitoring and assessment in 2022 and 2023 after beach restoration at Lake St. Clair Metropark Beach, Macomb County, Michigan</alt-title>
<alt-title alt-title-type="running-head"><italic>Escherichia coli</italic> Monitoring and Assessment in 2022 and 2023</alt-title></book-title-group>
<contrib-group content-type="collaborator">
<contrib><collab>Prepared in cooperation with the Michigan Department of Environment, Great Lakes, and Energy</collab></contrib>
</contrib-group>
<contrib-group content-type="authors">
<contrib contrib-type="author"><string-name><x>By</x><x> </x><given-names>Hayden A.</given-names><x> </x><surname>Lockmiller</surname></string-name><x>, </x></contrib>
<contrib contrib-type="author"><string-name><given-names>Victoria C.</given-names><x> </x><surname>Byers</surname></string-name><x>, and </x></contrib>
<contrib contrib-type="author"><string-name><given-names>Lisa R.</given-names><x> </x><surname>Fogarty</surname></string-name></contrib>
</contrib-group>
<pub-date date-type="pub">
<year>2026</year></pub-date><book-volume-number/>
<publisher>
<publisher-name>U.S. Geological Survey</publisher-name>
<publisher-loc>Reston, Virginia</publisher-loc>
</publisher>
<edition/>
<abstract>
<title>Abstract</title>
<p>Lake St. Clair Metropark Beach in Michigan has a history of closures because of elevated <italic>Escherichia coli</italic> (<italic>E. coli</italic>) concentrations in its recreational waters. To reduce closures, restoration projects were implemented in 2021 to deter waterfowl from congregating on the beach. In this study, the U.S.&#x00A0;Geological Survey, in cooperation with the Michigan Department of the Environment, Great Lakes, and Energy and in collaboration with Huron-Clinton Metroparks and the Macomb County Health Department, monitored <italic>E. coli</italic> from 2022&#x2013;23 in surface water, shallow groundwater, and sediment at Lake St. Clair Metropark Beach. Results were compared to data from a prerestoration (2018&#x2013;19) study. A significant decrease in daily geometric mean <italic>E. coli</italic> concentrations in surface water was observed postrestoration, but the number of high concentration events increased. This resulted in more frequent beach closures postrestoration. Surface-sediment <italic>E. coli</italic> concentrations significantly decreased after restoration, and waterfowl populations generally decreased from 2021 to 2023, suggesting that the deterrence measures could be influencing <italic>E. coli</italic> concentrations in surface sediments and surface water. Groundwater <italic>E. coli</italic> concentrations were orders of magnitude higher than those in surface water and revealed no change correlated with restoration. Seepage measurements indicated that groundwater occasionally discharges into surface water, potentially providing a transport mechanism for <italic>E. coli</italic> to reach the lake. Continued monitoring and consideration of environmental factors could help to better understand the beach system.</p></abstract>
<custom-meta-group>
<custom-meta><meta-name>Online Only</meta-name><meta-value>True</meta-value></custom-meta>
</custom-meta-group>
<notes notes-type="associated-data">
<p>Byers, V.C., 2026, Water flux and avian species data at Lake St. Clair Metropark in Macomb County, Michigan, collected during recreational seasons of 2021, 2022, and 2023: U.S.&#x00A0;Geological Survey data release, <ext-link ext-link-type="uri" xlink:href="https://doi.org/10.5066/P13GGCXS">https://doi.org/10.5066/P13GGCXS</ext-link>.</p>
<p>U.S. Geological Survey, 2025, USGS water data for the Nation: U.S.&#x00A0;Geological Survey National Water Information System database <ext-link ext-link-type="uri" xlink:href="https://doi.org/10.5066/F7P55KJN">https://doi.org/10.5066/F7P55KJN</ext-link>.</p></notes>
<notes notes-type="further-information">
<p>For more information on the USGS&#x2014;the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment&#x2014;visit <ext-link>https://www.usgs.gov</ext-link>.</p></notes>
<notes notes-type="overview">
<p>For an overview of USGS information products, including maps, imagery, and publications, visit <ext-link>https://store.usgs.gov/</ext-link> or contact the store at 1&#x2013;888&#x2013;275&#x2013;8747.</p></notes>
<notes notes-type="disclaimer">
<p>Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government.</p></notes>
<notes notes-type="permissions">
<p>Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. Permission to reproduce <ext-link ext-link-type="uri" xlink:href="https://www.usgs.gov/survey-manual/11006-use-copyrighted-material-usgs-information-products">copyrighted items</ext-link> must be secured from the copyright owner.</p></notes>
</book-meta>
<front-matter>
<ack>
<title>Acknowledgments</title>
<p>This study was done in cooperation with the Michigan Department of Environment, Great Lakes, and Energy. Support was provided by the Huron-Clinton Metroparks staff and the Macomb County Health Department.</p>
<p>We thank all the U.S.&#x00A0;Geological Survey employees who provided technical, analytical, and editorial support for the study and this report.</p>
</ack>
<front-matter-part book-part-type="Conversion-Factors">
<book-part-meta>
<title-group>
<title>Conversion Factors</title>
</title-group>
</book-part-meta>
<named-book-part-body>
<table-wrap id="ta" position="float"><caption><title>U.S. customary units to International System of Units</title></caption>
<table rules="groups">
<col width="33.34%"/>
<col width="33.32%"/>
<col width="33.34%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Multiply</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">By</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">To obtain</td>
</tr>
</thead>
<tbody>
<tr>
<th valign="middle" colspan="3" align="center" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Length</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">inch (in.)</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2.54</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">centimeter (cm)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">inch (in.)</td>
<td valign="top" align="left">25.4</td>
<td valign="top" align="left">millimeter (mm)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">foot (ft)</td>
<td valign="top" align="left">0.3048</td>
<td valign="top" align="left">meter (m) mile (mi)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">mile (mi)</td>
<td valign="top" align="left">1.609</td>
<td valign="top" align="left">kilometer (km)</td>
</tr>
<tr>
<th valign="middle" colspan="3" align="center" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Area</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">acre</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">4,047</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">square meter (m<sup>2</sup>)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">acre</td>
<td valign="top" align="left">0.4047</td>
<td valign="top" align="left">hectare (ha)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">acre</td>
<td valign="top" align="left">0.4047</td>
<td valign="top" align="left">square hectometer (hm<sup>2</sup>)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">acre</td>
<td valign="top" align="left">0.004047</td>
<td valign="top" align="left">square kilometer (km<sup>2</sup>)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">section (640 acres or 1 square mile)</td>
<td valign="top" align="left">259.0</td>
<td valign="top" align="left">square hectometer (hm<sup>2</sup>)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">square mile (mi<sup>2</sup>)</td>
<td valign="top" align="left">259.0</td>
<td valign="top" align="left">hectare (ha)</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt" scope="row">square mile (mi<sup>2</sup>)</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">2.590</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">square kilometer (km<sup>2</sup>)</td>
</tr>
</tbody>
</table>
</table-wrap>
<table-wrap id="tb" position="float"><caption><title>International System of Units to U.S. customary units</title></caption>
<table rules="groups">
<col width="33.34%"/>
<col width="33.32%"/>
<col width="33.34%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Multiply</td>
<td valign="middle" align="char" char="." scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">By</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">To obtain</td>
</tr>
</thead>
<tbody>
<tr>
<th valign="middle" colspan="3" align="char" char="." style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Length</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">centimeter (cm)</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">0.3937</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">inch (in.)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">centimeter per day (cm/d)</td>
<td valign="top" align="left">0.3937</td>
<td valign="top" align="left">inch (in./d)</td>
</tr>
<tr>
<th valign="middle" colspan="3" align="char" char="." style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Volume</th>
</tr>
<tr>
<td valign="top" align="left" scope="row">liter (L)</td>
<td valign="top" align="left">33.81402</td>
<td valign="top" align="left">ounce, fluid (fl. oz)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">liter (L)</td>
<td valign="top" align="left">2.113</td>
<td valign="top" align="left">pint (pt)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">liter (L)</td>
<td valign="top" align="left">1.057</td>
<td valign="top" align="left">quart (qt)</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">liter (L)</td>
<td valign="top" align="left">0.2642</td>
<td valign="top" align="left">gallon (gal)</td>
</tr>
<tr>
<th valign="middle" colspan="3" align="char" char="." style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Mass</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="row">gram (g)</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">0.03527</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">ounce, avoirdupois (oz)</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Temperature in degrees Celsius (&#x00B0;C) may be converted to degrees Fahrenheit (&#x00B0;F) as follows:</p>
<p>&#x00B0;F = (1.8 &#x00D7; &#x00B0;C) + 32.</p>
<p>Temperature in degrees Fahrenheit (&#x00B0;F) may be converted to degrees Celsius (&#x00B0;C) as follows:</p>
<p>&#x00B0;C = (&#x00B0;F &#x2013; 32) / 1.8.</p>
</named-book-part-body>
</front-matter-part>
<front-matter-part book-part-type="Datum">
<book-part-meta>
<title-group>
<title>Datum</title>
</title-group>
</book-part-meta>
<named-book-part-body>
<p>Horizontal coordinate information is referenced to the North American Datum of 1983 (NAD 83).</p>
<p>Vertical coordinate information is referenced to the North American Vertical Datum of 1988 (NAVD 88).</p>
</named-book-part-body>
</front-matter-part>
<front-matter-part book-part-type="Supplemental-Information">
<book-part-meta>
<title-group>
<title>Supplemental Information</title>
</title-group>
</book-part-meta>
<named-book-part-body>
<p>Concentrations of <italic>Escherichia coli</italic> (<italic>E. coli</italic>) in water are reported as most probable number per 100&#x00A0;milliliters (MPN/100&#x00A0;mL) or as colony-forming units per 100&#x00A0;milliliters (CFU/100&#x00A0;mL).</p>
<p>Concentrations of <italic>Escherichia coli</italic> (<italic>E. coli</italic>) in beach sediment are reported as most probable number per gram of dry weight (MPN/g<sub>DW</sub>).</p>
</named-book-part-body>
</front-matter-part>
<glossary content-type="Abbreviations"><title>Abbreviations</title>
<def-list><def-item><term><italic>&gt;</italic></term>
<def>
<p>greater than</p></def></def-item><def-item><term>&lt;</term>
<def>
<p>less than</p></def></def-item><def-item><term>AOC</term>
<def>
<p>Area of Concern</p></def></def-item><def-item><term>BUI</term>
<def>
<p>beneficial use impairment</p></def></def-item><def-item><term><italic>E. coli</italic></term>
<def>
<p><italic>Escherichia coli</italic></p></def></def-item><def-item><term>MCHD</term>
<def>
<p>Macomb County Health Department</p></def></def-item><def-item><term>MI-BaRL</term>
<def>
<p>Michigan Bacteriological Research Laboratory</p></def></def-item><def-item><term>MPN</term>
<def>
<p>most probable number (of bacteria)</p></def></def-item><def-item><term>MST</term>
<def>
<p>microbial source tracking</p></def></def-item><def-item><term><italic>n</italic></term>
<def>
<p>number of samples</p></def></def-item><def-item><term><italic>p</italic>-value</term>
<def>
<p>probability value</p></def></def-item><def-item><term>TBC</term>
<def>
<p>total body contact</p></def></def-item><def-item><term>USGS</term>
<def>
<p>U.S.&#x00A0;Geological Survey</p></def></def-item>
</def-list>
</glossary>
</front-matter>
<book-body>
<book-part>
<body>
<sec>
<title>Introduction</title>
<p>The Clinton River drainage basin in southeastern Michigan was designated as an Area of Concern (AOC) in the 1980s by the <xref ref-type="bibr" rid="r19">International Joint Commission United States and Canada (1987)</xref>. An AOC is a geographic area within the Great Lakes region that has been highly degraded by one or more of 14 beneficial use impairments (BUIs; <xref ref-type="bibr" rid="r19">International Joint Commission United States and Canada, 1987</xref>). These BUIs may be caused by contaminants from nonpoint urban and rural runoff or point sources including combined sewer overflows, municipal and industrial discharges, or contaminated sediments (<xref ref-type="bibr" rid="r33">Michigan Department of Natural Resources, 1988</xref>).</p>
<p>The Clinton River AOC encompasses the entire Clinton River drainage basin and nearshore areas of Lake St. Clair that are affected by discharge from the Clinton River mouth (<xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>). Lake St. Clair Metropark Beach is roughly 3&#x00A0;miles west of the Clinton River mouth in Macomb County, Michigan, and is included in the Clinton River AOC because of high <italic>Escherichia coli</italic> (<italic>E. coli</italic>) concentrations in its recreational waters and frequent beach closures (<xref ref-type="bibr" rid="r52">U.S. Environmental Protection Agency, 2024</xref>). Beach closures are one of the 14&#x00A0;BUIs that categorize an AOC; therefore, because of its proximity to the Clinton River drainage basin, Lake St. Clair Metropark Beach is included in the Clinton River AOC. Beach managers make decisions on beach advisories and closures based on fecal indicator bacteria concentrations, including <italic>E. coli</italic> and enterococci, in their recreational waters of interest (<xref ref-type="bibr" rid="r51">U.S. Environmental Protection Agency, 2023</xref>). These closures and advisories are put in place to protect public health from disease-causing microorganisms (pathogenic bacteria, viruses, and protozoa) that are alongside <italic>E. coli</italic> in fecal waste and cause waterborne disease outbreaks (<xref ref-type="bibr" rid="r50">U.S. Environmental Protection Agency, 2012</xref>).</p>
<fig id="fig01" position="float" fig-type="figure"><label>Figure 1</label><caption><p>Maps showing sampling sites from the 2018, 2019, 2022, and 2023 recreational seasons (May through September) at Lake St. Clair Metropark Beach within the Clinton River Area of Concern, Macomb County, Michigan.</p><p content-type="toc">Figure 1. Maps showing sampling sites from the 2018, 2019, 2022, and 2023 recreational seasons at Lake St. Clair Metropark Beach within the Clinton River Area of Concern, Macomb County, Michigan</p></caption><long-desc>The State of Michigan with the Clinton River Area of Concern, Lake St. Clair, and locations of surface-water, groundwater, and sediment sampling sites on the Lake St. Clair Metropark Beach.</long-desc><graphic xlink:href="rol25-0013_fig01"/></fig>
<p>The U.S.&#x00A0;Environmental Protection Agency has established recommendations for recreational water-quality criteria for the United States based on public health risk studies (<xref ref-type="bibr" rid="r50">U.S. Environmental Protection Agency, 2012</xref>). Based on these national criteria, the State of Michigan has established its own water-quality criteria for recreational waters (<xref ref-type="bibr" rid="r32">Michigan Department of Environmental Quality, 2006</xref>). Michigan&#x2019;s guidelines state that &#x201C;all waters of the state protected for total body contact recreation shall not contain more than 130 <italic>E. coli</italic> per 100 milliliters, as a 30-day geometric mean&#x201D; (<xref ref-type="bibr" rid="r32">Michigan Department of Environmental Quality, 2006</xref>, p. 45). Furthermore, the guidelines state that waters designated for total body contact (TBC) recreation may not contain more than 300 <italic>E. coli</italic> per 100 milliliters (mL) for a geometric mean of at least three samples taken during the same sampling event in a defined sampling location (<xref ref-type="bibr" rid="r32">Michigan Department of Environmental Quality, 2006</xref>). The State of Michigan relies on county health departments to routinely test for <italic>E. coli</italic> at public swimming beaches to ensure that these criteria are not surpassed. In the event that <italic>E. coli</italic> concentrations exceed the water-quality criteria, the county health department will close the beach and continue monitoring until <italic>E. coli</italic> concentrations fall below the regulatory limits (<xref ref-type="bibr" rid="r31">Michigan Department of Environment, Great Lakes, and Energy, 2024c</xref>). Data collected from other entities, including the U.S.&#x00A0;Geological Survey (USGS) for this and previous studies, are not considered when making regulatory decisions by county health departments on daily beach closures.</p>
<p>The Macomb County Health Department (MCHD) has monitored <italic>E. coli</italic> concentrations at Lake St. Clair Metropark Beach annually from April to September since 1995 and makes determinations for beach closures based on Michigan&#x2019;s water-quality criteria (<xref ref-type="bibr" rid="r27">Macomb County Health Department, 2024</xref>). Results from water-quality monitoring from 2000 to 2005 were summarized by <xref ref-type="bibr" rid="r9">Fogarty (2007)</xref>, who discovered that <italic>E. coli</italic> concentrations exceeded 1,000&#x00A0;colony-forming units (CFU)/100&#x00A0;mL (partial body contact standard; <xref ref-type="bibr" rid="r30">Michigan Department of Environment, Great Lakes, and Energy, 2024b</xref>) in 16&#x00A0;percent of all samples collected at Lake St. Clair Metropark Beach during that time. In the last 10&#x00A0;years (2013&#x2013;23), the <italic>E. coli</italic> water-quality criteria have been frequently surpassed at Lake St. Clair Metropark Beach, resulting in 145&#x00A0;days of beach closures (<xref ref-type="bibr" rid="r29">Michigan Department of Environment, Great Lakes, and Energy, 2024a</xref>).</p>
<p>A hydrodynamic model to determine environmental explanatory variables for higher <italic>E. coli</italic> concentrations at Lake St. Clair Metropark Beach and another nearby beach on Lake St. Clair was completed in 2008 (<xref ref-type="bibr" rid="r17">Holtschlag and others, 2008</xref>). Results of that study indicated that rainfall before sampling events was positively associated with <italic>E. coli</italic> concentrations exceeding the TBC standard of 300&#x00A0;most probable number per 100&#x00A0;milliliters (MPN/100&#x00A0;mL) and that water temperature and turbidity were also important explanatory variables for <italic>E. coli</italic> concentrations at Lake St. Clair Metropark Beach. The <xref ref-type="bibr" rid="r17">Holtschlag and others (2008)</xref> study did not determine if the Clinton River was a source of <italic>E. coli</italic> to Lake St. Clair Metropark Beach, but it did find that increased streamflow from the Clinton River resulted in a decreased probability of high <italic>E. coli</italic> concentrations.</p>
<p>In an attempt to reduce the number of beach closures per recreational season, Huron-Clinton Metroparks first sought to identify the source of <italic>E. coli</italic> at Lake St. Clair Metropark Beach. In 2018, the USGS in cooperation with the Environmental Protection Agency and in collaboration with the Michigan Department of the Environment, Great Lakes, and Energy; MCHD; and Huron-Clinton Metroparks, began a study to monitor <italic>E. coli</italic> in Lake St. Clair Metropark Beach surface water, groundwater, and sediment; the Clinton River; and offshore areas of Lake St. Clair (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>). That study also sought to determine the source of <italic>E. coli</italic> using microbial source tracking (MST) markers (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>). Results of <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> indicated that the source of <italic>E. coli</italic> was likely local to the beach rather than coming from an outside source, such as the Clinton River or its drainage basin. <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> also found waterfowl, particularly the <italic>Larus</italic> species (gulls) and <italic>Branta canadensis</italic> (Canada geese), and to a lesser extent, human MST markers as potential sources of <italic>E. coli</italic> at Lake St. Clair Metropark Beach.</p>
<p>Given the results of <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>, Huron-Clinton Metroparks implemented several beach restoration projects in an attempt to reduce <italic>E. coli</italic> at the beach and in the recreational waters at Lake St. Clair Metropark Beach. Beginning in 2021, Huron-Clinton Metroparks planted native grasses and plants upgradient from the sandy beach at Lake St. Clair Metropark Beach with the goal of discouraging waterfowl from landing in these areas. These vegetative buffers have been effective management strategies for geese in other areas because they block the geese&#x2019;s line of sight for potential predators (<xref ref-type="bibr" rid="r49">Titchenell and Lynch, 2010</xref>). The native plants also serve to reduce stormwater runoff to the lake at Lake St. Clair Metropark Beach (<xref ref-type="bibr" rid="r18">Huron-Clinton Metroparks, 2024</xref>), which <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> identified as a potential transport mechanism of <italic>E. coli</italic>. Additionally, Huron-Clinton Metroparks installed acoustic bird deterrents along the edges of the beach, which replicate goose and gull distress sounds, to again discourage waterfowl from landing on the beach (<xref ref-type="bibr" rid="r18">Huron-Clinton Metroparks, 2024</xref>). Acoustic bird deterrents have been widely used in agricultural settings (<xref ref-type="bibr" rid="r40">Rivadeneira and others, 2018</xref>) and urban environments (<xref ref-type="bibr" rid="r3">Belant, 1997</xref>) and are commonly suggested as a means for reducing the number of nuisance gulls (<xref ref-type="bibr" rid="r26">Lowney and others, 2018</xref>). Although acoustic bird deterrents are a common solution to nuisance bird presence, waterfowl may become habituated to these sounds if other deterrent strategies are not implemented in tandem (<xref ref-type="bibr" rid="r26">Lowney and others, 2018</xref>; <xref ref-type="bibr" rid="r40">Rivadeneira and others, 2018</xref>). Finally, dogs trained for waterfowl harassment were hired to further deter birds from congregating at Lake St. Clair Metropark Beach. This strategy has been successful in several other Great Lakes beaches for the management of waterfowl to reduce bacterial levels and beach closures (<xref ref-type="bibr" rid="r7">Converse and others, 2012</xref>; <xref ref-type="bibr" rid="r38">Nevers and others, 2018</xref>; <xref ref-type="bibr" rid="r22">Jordan and others, 2019</xref>); however, the positive effects of this management strategy, when not paired with other bird deterrent strategies, have been a fairly short-term (weeks to months) solution (<xref ref-type="bibr" rid="r14">Hartmann and others, 2012</xref>; <xref ref-type="bibr" rid="r38">Nevers and others, 2018</xref>; <xref ref-type="bibr" rid="r22">Jordan and others, 2019</xref>). In this study, the USGS, in cooperation with the Michigan Department of the Environment, Great Lakes, and Energy and in collaboration with Huron-Clinton Metroparks and the MCHD, collected <italic>E. coli</italic> samples in surface water, groundwater, and sediment to determine if changes occurred after the restoration projects were completed.</p>
<sec>
<title>Purpose and Scope</title>
<p>The purpose of this report was to describe the evaluation of <italic>E. coli</italic> concentrations in surface water, groundwater, and sediment at Lake St. Clair Metropark Beach after the implementation of restoration projects intended to reduce beach closures. Results from postrestoration years were compared to prerestoration data to determine if changes in <italic>E. coli</italic> concentrations occurred over time. <italic>Escherichia coli</italic> monitoring for this study took place during the 2022 and 2023 recreational seasons (May through September), and data were compared to data from the 2018 and 2019 recreational seasons. Waterfowl on the beach and throughout the Lake St. Clair Metropark area were enumerated. Groundwater seepage rates through lakebed sediments were measured to understand the potential for groundwater to transport <italic>E. coli</italic> to surface water and vice versa.</p>
</sec>
</sec>
<sec>
<title>Sample Collection Methods and Analysis</title>
<p>Lake St. Clair Metropark Beach is a 938-acre public recreational area in Harrison Township, Macomb County, Mich. (<xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>). Lake St. Clair Metropark Beach is surrounded by an urban area on the western shore of Lake St. Clair, just west of the mouth of the Clinton River, which has a 760-square-miledrainage basin that contains wetlands, forests, urban areas, agricultural areas, suburban areas, and parks (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>). Lake St. Clair Metropark Beach includes ~600&#x00A0;feet (ft) of sandy beach, frequently used by recreators to access the Lake St. Clair Metropark Beach shallow swimming waters during summer months (May through September). The MCHD has been collecting surface-water <italic>E. coli</italic> samples two&#x00A0;times per week during the recreation season and in at least three locations in the swimming beach per sampling date since 1995, and their data are used to make determinations on beach closures (<xref ref-type="bibr" rid="r27">Macomb County Health Department, 2024</xref>).</p>
<p>The USGS collected <italic>E. coli</italic> samples from May through September 2022 and 2023 in shallow nearshore surface water (number of samples [<italic>n</italic>]=480), shallow groundwater (<italic>n</italic>=72), and beach sediment (<italic>n</italic>=144) near the recreational waters at Lake St. Clair Metropark Beach (<xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>; <xref ref-type="table" rid="t01">table&#x00A0;1</xref>). Six nearshore surface-water locations were sampled twice per week over 20&#x00A0;weeks from May to September in 2022 and 2023 (<xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>). USGS and MCHD did not collect surface-water samples on the same days. Surface-water sampling locations were spread across the entire recreational swimming area, approximately 120&#x00A0;ft apart. Groundwater samples were collected from 6&#x00A0;sampling sites on the beach&#x2014;3&#x00A0;close to the lake interphase, where the lake meets the land, (site short name ending in &#x201C;A&#x201D; on <xref ref-type="table" rid="t01">table&#x00A0;1</xref>) and 3&#x00A0;~100&#x00A0;ft from the lake interphase (site short name ending in &#x201C;C&#x201D; on <xref ref-type="table" rid="t01">table&#x00A0;1</xref>)&#x2014;6&#x00A0;times during each of the 2022 and 2023 sampling seasons (<xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>). At the same time groundwater samples were collected, sediment samples were collected from the surface of the recreational beach and from the same depth that groundwater samples were taken (average depth of ~2&#x00A0;ft). Samples were collected during various wet (more than 0.10&#x00A0;inches of rain within 24&#x00A0;hours prior to sampling) and dry (less than 0.10&#x00A0;inches of rain within 24&#x00A0;hours prior to sampling) weather conditions. Groundwater seepage measurements were taken five times in 2022 (June, July, and August) and twice in 2023 (August), again during various wet and dry weather conditions. These measurements were taken in the shallow, nearshore waters of Lake St. Clair in at least two locations per measurement event. Volunteers and staff at Lake St. Clair Metropark Beach monitored the number and location of gulls and Canada geese on the beach near the recreational waters and in five other zones of the Metropark in 2021, 2022, and 2023. Volunteers enumerated birds at least 2&#x00A0;days a week during recreational seasons, but often up to 6&#x00A0;days per week, and occasionally several times per day, depending on volunteer availability (<xref ref-type="bibr" rid="r6">Byers, 2026</xref>). The duration of each observation was also variable and depended upon location, bird movements, and weather patterns.</p>
<table-wrap id="t01" position="float"><label>Table 1</label><caption>
<title>Summary of sampling sites for surface-water, groundwater, and sediment <italic>Escherichia coli</italic> samples collected at Lake St. Clair Metropark Beach in Macomb County, Michigan, in 2018, 2019, 2022, and 2023.</title>
<p content-type="toc">Table 1. Summary of sampling sites for surface-water, groundwater, and sediment <italic>Escherichia coli</italic> samples collected at Lake St. Clair Metropark Beach in Macomb County, Michigan, in 2018, 2019, 2022, and 2023</p>
<p>[Data available in USGS National Water Information System database (U.S.&#x00A0;Geological Survey, 2025). USGS, U.S. Geological Survey; ID, identifier]</p></caption>
<table rules="groups">
<col width="17.47%"/>
<col width="17.43%"/>
<col width="13.03%"/>
<col width="10.42%"/>
<col width="13.03%"/>
<col width="13.9%"/>
<col width="14.72%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Sample medium</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">USGS station ID</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Sampling site short name</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of samples <sup>1</sup>2018</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of samples <sup>1</sup>2019</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of samples 2022</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of samples 2023</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">423416082475001</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">SW&#x2013;B1</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423415082474901</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SW&#x2013;B2</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423415082474701</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SW&#x2013;B3</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423415082474501</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SW&#x2013;B4</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423414082474301</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SW&#x2013;B5</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423414082474201</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SW&#x2013;B6</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">40</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423415082474201</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">LSCMB&#x2013;4S<sup>2</sup></td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">20</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">30</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082474601</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">LSCMB&#x2013;5S<sup>2</sup></td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">20</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">28</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Surface water</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423417082475001</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">LSCMB&#x2013;6S<sup>2</sup></td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">20</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">30</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423416082474901</td>
<td valign="top" align="left">GW&#x2013;4A</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423417082474801</td>
<td valign="top" align="left">GW&#x2013;4C</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423416082474701</td>
<td valign="top" align="left">GW&#x2013;6A</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423417082474601</td>
<td valign="top" align="left">GW&#x2013;6C</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423416082474501</td>
<td valign="top" align="left">GW&#x2013;8A</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">423417082474401</td>
<td valign="top" align="left">GW&#x2013;8C</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">6</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082474901</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SED&#x2013;1A</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423417082474801</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SED&#x2013;1C</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082474701</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SED&#x2013;3A</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">9</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423417082474601</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SED&#x2013;3C</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">9</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082474501</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">SED&#x2013;5A</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">12</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)" scope="row">Sediment</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">423417082474401</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">SED&#x2013;5C</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">0</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">12</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">12</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn id="t01n1"><label><sup>1</sup></label>
<p>Results for 2018 and 2019 were originally published in <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>.</p></fn>
<fn id="t01n2"><label><sup>2</sup></label>
<p>Sites sampled in 2018 and 2019 by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> and located between the sites sampled in 2022 and 2023.</p></fn>
</table-wrap-foot>
</table-wrap>
<p>All results from <italic>E. coli</italic> sampling are available in the USGS National Water Information System database (<xref ref-type="bibr" rid="r54">U.S.&#x00A0;Geological Survey, 2025</xref>), which is accessible through the Water Quality Portal (<xref ref-type="bibr" rid="r36">National Water Quality Monitoring Council, 2024</xref>) by using the USGS station numbers in <xref ref-type="table" rid="t01">table&#x00A0;1</xref>. Groundwater seepage measurements and waterfowl enumeration data are presented in <xref ref-type="bibr" rid="r6">Byers (2026)</xref>. Meteorological data from the National Oceanic and Atmospheric Administration Mount Clemens Air National Guard Base (USW00014804; <xref ref-type="bibr" rid="r35">National Oceanic and Atmospheric Administration, 2024</xref>) were used for all meteorological comparisons.</p>
<sec>
<title>Sampling Procedures</title>
<p>Samples were collected by USGS personnel in accordance with the USGS National Field Manual (U.S.&#x00A0;Geological Survey, [variously dated]). Surface-water <italic>E. coli</italic> samples were collected by wading into Lake St. Clair to a depth of ~3&#x00A0;ft and collecting grab samples into directional flow in 100&#x00A0;mL sterile, transparent, and nonfluorescing vessels. Shallow groundwater <italic>E. coli</italic> samples were collected in the same 100&#x00A0;mL sterile vessels using a sterilized piezometer, sterilized tubing, and a peristaltic pump. Beach sediment <italic>E. coli</italic> samples were collected using sterile techniques concurrently with groundwater samples. A 50&#x00A0;mL conical tube was used to collect sediment at the surface of all groundwater collection locations, and a second sediment sample was collected at the same depth that groundwater samples were taken (average depth of ~2&#x00A0;ft). Samples were collected in compliance with the methods of <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> and immediately placed on ice and out of direct sunlight for preservation and same-day processing by the USGS Michigan Bacteriological Research Laboratory (MI-BaRL; <xref ref-type="bibr" rid="r34">Myers and others, 2014</xref>) in Lansing, Mich.</p>
<p>Groundwater seepage across the shallow lake sediment-water interface was measured using a half-barrel seepage meter as described in <xref ref-type="bibr" rid="r42">Rosenberry and LaBaugh (2008)</xref>. The seepage meter was submerged in the shallow lake water (average depth of ~2&#x00A0;ft) and inserted into the bed sediment to create a seal between the seepage meter and the sediment. Flux of water into or out of the seepage meter was measured using an attached bag containing a known volume of water. After a measured amount of time, the volume of water in the bag was remeasured and a volumetric flow rate was calculated. A flux velocity was then derived by dividing the volumetric flow rate by the area covered by the seepage meter. Potential sources of error for seepage meter measurements include leaks, incomplete seals between the seepage meter and lakebed sediment, and insufficient equilibration time and are discussed further in <xref ref-type="bibr" rid="r42">Rosenberry and LaBaugh (2008)</xref>.</p>
<p>Waterfowl, specifically Canada geese and gulls, were enumerated primarily by three Lake St. Clair Metropark Beach volunteers and staff during the 2021&#x2013;23 recreational seasons, with seven additional volunteers collecting observations in 2021. These observations were collected after the restoration projects were completed at Lake St. Clair Metropark Beach, and no prerestoration bird counts were recorded. Volunteers were instructed to count birds in a chunking system, in compliance with U.S.&#x00A0;Fish and Wildlife Service estimation techniques (<xref ref-type="bibr" rid="r53">U.S.&#x00A0;Fish and Wildlife Service, 2024</xref>), and to walk in a standardized pattern in each counting zone. Waterfowl flying overhead or floating in Lake St. Clair were excluded from enumeration.</p>
</sec>
<sec>
<title>Analytical Methods and Analyses</title>
<p>The MI-BaRL analyzed all <italic>E. coli</italic> samples using the Colilert-18 Quanti-Tray/2000 method (IDEXX Laboratories, Inc., Westbrook, Maine) in compliance with the U.S.&#x00A0;Environmental Protection Agency-approved methods for determining recreational water quality (<xref ref-type="bibr" rid="r50">U.S.&#x00A0;Environmental Protection Agency, 2012</xref>), which are also used by the MCHD for water-quality monitoring (<xref ref-type="bibr" rid="r27">Macomb County Health Department, 2024</xref>). Sample results that exceeded the detection limit of the method were reported as greater than (&gt;) 2,400&#x00A0;MPN/100&#x00A0;mL, and results below the minimum detection limit were reported as less than (&lt;) 1&#x00A0;MPN/100&#x00A0;mL. Samples were diluted with sterile deionized water as needed to extend the maximum detection limit of the method, which resulted in some reportable concentrations &gt;2,400&#x00A0;MPN/100&#x00A0;mL or grams of dry weight (g<sub>DW</sub>). Beach sediment samples were processed in compliance with the methods of <xref ref-type="bibr" rid="r11">Francy and Darner (1998)</xref> and <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>. Approximately 3 grams of sediment were added to 30&#x00A0;mL of sterile deionized water, and aliquots were taken for dilution to again extend the maximum detection limit of the method.</p>
</sec>
<sec>
<title>Statistical Analyses</title>
<p>Surface-water results are reported as daily geometric means to match Michigan&#x2019;s regulatory water-quality criteria. <italic>Escherichia coli</italic> concentrations from the six surface-water sampling sites were used to compute geometric means for each sampling day and better represent the conditions of the entire swimming area than individual sample values. Groundwater and sediment <italic>E. coli</italic> concentrations are reported individually. Less than 1&#x00A0;percent of all surface-water geometric means were censored, and 21 and 14&#x00A0;percent of groundwater and sediment samples were censored, respectively. The R package <italic>NADA2</italic> was used to account for censored data that were above or below the method detection limits (<xref ref-type="bibr" rid="r23">Julian and Helsel, 2024</xref>).</p>
<p>Pre- and postrestoration <italic>E. coli</italic> concentrations collected by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> and during this study in surface water (<italic>n</italic>=128), groundwater (<italic>n</italic>=99), and sediment (<italic>n</italic>=210) were compared using Peto-Peto nonparametric one-factor statistical tests, which compare differences between groups with censored data (<xref ref-type="bibr" rid="r15">Helsel, 2011</xref>). In the case of surface water and groundwater, data collected prerestoration (2018&#x2013;19; <xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>) were compared to data collected postrestoration (2022&#x2013;23) for this study. Sediment data were also compared on a pre- and postrestoration basis, but the same recreational beach area was not sampled in 2018; therefore, the prerestoration values for sediment are only represented by data collected in 2019. For groundwater, data were further divided to account for location on the beach (near the lake interphase versus ~100&#x00A0;ft from the lake interphase), and two statistical tests were completed to compare each location before and after restoration. For sediment, location, as described for groundwater, and depth (surface versus deep) were taken into consideration for statistical analyses. Four tests were completed with sediment data, which compared pre- and postrestoration values for (1) surface sediment taken near the lake interphase, (2) surface sediment taken ~100&#x00A0;ft from the lake interphase, (3) deep sediment taken near the lake interphase, and (4) deep sediment taken ~100&#x00A0;ft from the lake interphase. A 95-percent confidence interval was used in the Peto-Peto tests for statistical analyses (<xref ref-type="bibr" rid="r15">Helsel, 2011</xref>).</p>
</sec>
</sec>
<sec>
<title>Quality Assurance and Quality Control</title>
<p>Quality assurance and quality control samples were collected for all sample types to verify precision of analytical methods and identify any contamination in field samples. A total of 45 sequential replicate <italic>E. coli</italic> samples (~9&#x00A0;percent of surface-water samples analyzed) were collected from surface water, and 17 field blanks of sterile deionized water (~4&#x00A0;percent of the surface-water samples analyzed) for surface-water methods were collected. In addition, 6&#x00A0;sequential replicates (~8&#x00A0;percent of the groundwater samples analyzed) were collected from groundwater, and 12 field blanks of sterile deionized water (~17&#x00A0;percent of the groundwater samples analyzed) were also taken for groundwater methods. Finally, 12&#x00A0;sequential replicates (~8&#x00A0;percent of the sediment samples analyzed) were taken from sediment samples at the surface of the beach and at the same depth as groundwater samples. A laboratory blank sample for <italic>E. coli</italic> was analyzed by MI-BaRL for each sampling day (40&#x00A0;sampling days per recreational season).</p>
<p><italic>Escherichia coli</italic> was not detected in any field blank sample taken with surface-water or groundwater methods or in any laboratory blank sample; therefore, little to no bias from outside contamination is expected to affect sample results. Replicate surface-water sample pairs had an average relative percentage difference (the difference between the two values, divided by the average of the two values, multiplied by 100) of 42&#x00A0;percent. Groundwater samples had a 30-percent average relative percentage difference, and sediment samples had 64-&#x00A0;percent and 29-percent average relative percentage difference in surface and deep samples, respectively. This variability in <italic>E. coli</italic> concentrations is typical of field studies (for example, <xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>) because <italic>E. coli</italic> is highly variable in the environment. Replicate samples tended to be of the same order of magnitude as their environmental sample counterparts and fell within the same relative percentage difference ranges observed by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>.</p>
</sec>
<sec>
<title><italic>Escherichia coli</italic> Results after Beach Restoration Efforts</title>
<sec>
<title>Surface Water</title>
<p><italic>Escherichia coli</italic> data for each individual surface-water sampling site are shown in <xref ref-type="fig" rid="fig02">figure&#x00A0;2<italic>A</italic></xref>, and daily geometric means of those data are shown in <xref ref-type="fig" rid="fig02">figure&#x00A0;2<italic>B</italic></xref>. Daily geometric mean <italic>E. coli</italic> concentrations for recreational (surface) water ranged from &lt;1 to 1,200&#x00A0;MPN/100&#x00A0;mL during the 2022 to 2023 study period. Median concentrations decreased from 39&#x00A0;MPN/100&#x00A0;mL in 2022 to 29&#x00A0;MPN/100&#x00A0;mL in 2023 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). The State of Michigan&#x2019;s water-quality criteria for TBC recreation is 300&#x00A0;MPN/100&#x00A0;mL, based on the geometric mean of at least three samples in a single day (<xref ref-type="bibr" rid="r32">Michigan Department of Environmental Quality, 2006</xref>). This threshold was exceeded on 2 sampling dates in 2022 and 5 sampling dates in 2023 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>; <xref ref-type="fig" rid="fig02">fig.&#x00A0;2<italic>B</italic></xref>; <xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>A</italic></xref>). The other State of Michigan water-quality criteria, which states that <italic>E. coli</italic> concentrations over a 30-day geometric mean shall not exceed 130&#x00A0;MPN/100&#x00A0;mL, was never exceeded by USGS data collection efforts during the study period.</p>
<fig id="fig02" position="float" fig-type="figure"><label>Figure 2</label><caption><p>Graphs showing daily <italic>Escherichia coli</italic> concentrations, in most probable number per 100 milliliters, for (<italic>A</italic>) individual surface-water samples and (<italic>B</italic>) daily geometric means by year at Lake St. Clair Metropark Beach in Macomb County, Michigan, plotted against the month and day of the year for the 2018, 2019, 2022, and 2023 recreational seasons.</p><p content-type="toc">Figure 2. Graphs showing daily <italic>Escherichia coli</italic> concentrations, in most probable number per 100 milliliters, for individual surface-water samples and daily geometric means by year at Lake St. Clair Metropark Beach in Macomb County, Michigan, plotted against the month and day of the year for the 2018, 2019, 2022, and 2023 recreational seasons</p></caption><long-desc>Escherichia coli trends are variable each sampling year but tend to be lower in May and increase to approximately 10 to 1000&#x00A0;MPN/100&#x00A0;mL during the rest of the sampling season.</long-desc><graphic xlink:href="rol25-0013_fig02a"/><graphic xlink:href="rol25-0013_fig02b"/></fig>
<table-wrap id="t02" orientation="landscape" position="float"><label>Table 2</label><caption>
<title>Summary statistics for <italic>Escherichia coli</italic> concentrations in surface-water (geometric means), groundwater, and sediment samples collected by the U.S.&#x00A0;Geological Survey at Lake St. Clair Metropark Beach in Macomb County, Michigan, in 2018, 2019, 2022, and 2023.</title>
<p content-type="toc">Table 2. Summary statistics for <italic>Escherichia coli</italic> concentrations in surface-water, groundwater, and sediment samples collected by the U.S.&#x00A0;Geological Survey at Lake St. Clair Metropark Beach in Macomb County, Michigan, in 2018, 2019, 2022, and 2023</p>
<p>[MPN/100 mL, most probable number per 100 milliliters; &lt;, less than; &gt;, greater than; --, not applicable to data type; MPN/g<sub>DW</sub>, most probable number per gram of dry weight; TBC, total body contact]</p></caption>
<table rules="groups">
<col width="13.06%"/>
<col width="5.86%"/>
<col width="7.06%"/>
<col width="7.65%"/>
<col width="9.62%"/>
<col width="7.52%"/>
<col width="6.37%"/>
<col width="9.54%"/>
<col width="14.39%"/>
<col width="18.93%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Sample medium</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Year</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of samples</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of geometric means</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Units</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Minimum</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Median</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Maximum</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of geometric means &gt; 300&#x00A0;MPN/100&#x00A0;mL (TBC recreation standard)</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Percentage of sample dates with geometric means &gt;300&#x00A0;MPN/100&#x00A0;mL (TBC recreation standard)</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">Surface water<sup>1</sup></td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2018<sup>2</sup></td>
<td valign="top" align="left" style="border-top: solid 0.50pt">60</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">20</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">MPN/100 mL</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">7</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">98</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2,000</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">6</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">30</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface water</td>
<td valign="top" align="left">2019<sup>2</sup></td>
<td valign="top" align="left">88</td>
<td valign="top" align="left">28</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">66</td>
<td valign="top" align="left">1,100</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">7</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface water</td>
<td valign="top" align="left">2022</td>
<td valign="top" align="left">240</td>
<td valign="top" align="left">40</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">&lt;1</td>
<td valign="top" align="left">39</td>
<td valign="top" align="left">410</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">5</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface water</td>
<td valign="top" align="left">2023</td>
<td valign="top" align="left">240</td>
<td valign="top" align="left">40</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">29</td>
<td valign="top" align="left">1,200</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">13</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">2018</td>
<td valign="top" align="left">11</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">74</td>
<td valign="top" align="left">820</td>
<td valign="top" align="left">&gt;2,400</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">2019</td>
<td valign="top" align="left">16</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">63</td>
<td valign="top" align="left">4,600</td>
<td valign="top" align="left">160,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">2022</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">10</td>
<td valign="top" align="left">1,600</td>
<td valign="top" align="left">&gt;240,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Groundwater</td>
<td valign="top" align="left">2023</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/100 mL</td>
<td valign="top" align="left">&lt;1</td>
<td valign="top" align="left">130</td>
<td valign="top" align="left">17,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface sediment</td>
<td valign="top" align="left">2019</td>
<td valign="top" align="left">33</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/g<sub>DW</sub></td>
<td valign="top" align="left">400</td>
<td valign="top" align="left">63,000</td>
<td valign="top" align="left">&gt;4,200,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface sediment</td>
<td valign="top" align="left">2022</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/g<sub>DW</sub></td>
<td valign="top" align="left">800</td>
<td valign="top" align="left">5,200</td>
<td valign="top" align="left">520,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Surface sediment</td>
<td valign="top" align="left">2023</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/g<sub>DW</sub></td>
<td valign="top" align="left">100</td>
<td valign="top" align="left">800</td>
<td valign="top" align="left">64,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Deep sediment</td>
<td valign="top" align="left">2019</td>
<td valign="top" align="left">33</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/g<sub>DW</sub></td>
<td valign="top" align="left">&lt;100</td>
<td valign="top" align="left">&lt;100</td>
<td valign="top" align="left">69,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Deep sediment</td>
<td valign="top" align="left">2022</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">MPN/g<sub>DW</sub></td>
<td valign="top" align="left">&lt;100</td>
<td valign="top" align="left">1,000</td>
<td valign="top" align="left">88,000</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt" scope="row">Deep sediment</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">2023</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">36</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">MPN/g<sub>DW</sub></td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">100</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">100</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">1,900</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn id="t02n1"><label><sup>1</sup></label>
<p>Surface-water data are presented as geometric means from all six surface-water sampling sites collected on the same day.</p></fn>
<fn id="t02n2"><label><sup>2</sup></label>
<p>Sampling sites in 2018 and 2019 were different than those in 2022 and 2023. Three surface-water sites were sampled in 2018 and 2019 compared to six sites in 2022 and 2023. Results for 2018 and 2019 were originally published in <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>.</p></fn>
</table-wrap-foot>
</table-wrap>
<fig id="fig03" position="float" fig-type="figure"><?Figure Sideturn?><label>Figure 3</label><caption><p>Boxplots showing <italic>Escherichia coli</italic> concentrations in (<italic>A</italic>) geometric means of surface-water samples, (<italic>B</italic>) groundwater samples, (<italic>C</italic>) surface-sediment samples, and (<italic>D</italic>) deep-sediment samples for all sampling sites at Lake St. Clair Metropark Beach in Macomb County, Michigan, pre- (2018, 2019) and postrestoration (2022, 2023).</p><p content-type="toc">Figure 3. Boxplots showing <italic>Escherichia coli</italic> concentrations in geometric means of surface-water samples, groundwater samples, surface-sediment samples, and deep-sediment samples for all sampling sites at Lake St. Clair Metropark Beach in Macomb County, Michigan, pre- and postrestoration</p></caption><long-desc>Medians of surface-water samples appear to generally decrease from 2018 to 2023 for groundwater, surface sediment, and deep sediment, and Escherichia coli values are generally higher near the lake interphase compared to 100&#x00A0;feet from the interphase.</long-desc><graphic xlink:href="rol25-0013_fig03"/></fig>
</sec>
<sec>
<title>Groundwater</title>
<p>Groundwater <italic>E. coli</italic> concentrations were highly variable from year to year, ranging from &lt;1 to&#x00A0;&gt;240,000&#x00A0;MPN/100&#x00A0;mL during the study period. Concentrations were generally lower in 2023 compared to 2022 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>; <xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>B</italic></xref>). Median concentrations were 1,600&#x00A0;MPN/100&#x00A0;mL in 2022 and 130&#x00A0;MPN/100&#x00A0;mL in 2023 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). <italic>Escherichia coli</italic> concentrations in samples collected in 2022 were generally a few orders of magnitude higher than <italic>E. coli</italic> concentrations of samples collected in 2023.</p>
<p>Near the lake interphase (&#x201C;A&#x201D; sampling sites on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref> and <xref ref-type="table" rid="t01">table&#x00A0;1</xref>), groundwater was encountered ~1&#x00A0;ft below the surface. Approximately 100&#x00A0;ft from the lake interphase (&#x201C;C&#x201D; sampling sites on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref> and <xref ref-type="table" rid="t01">table&#x00A0;1</xref>), groundwater samples were collected from a depth of ~2.5 to 3&#x00A0;ft below the surface. In 2022 and 2023, <italic>E. coli</italic> concentrations in groundwater near the lake interphase tended to be higher than those at the sampling sites ~100&#x00A0;ft from the lake interphase (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>B</italic></xref>).</p>
</sec>
<sec>
<title>Sediment</title>
<p><italic>Escherichia coli</italic> concentrations in deep sediment ranged from &lt;100 to 88,000&#x00A0;MPN/g<sub>DW</sub> (1&#x00A0;ft below land surface near the lake interphase and 2.5&#x2013;3&#x00A0;ft below land surface ~100&#x00A0;ft from the lake interphase) and concentrations in surface sediment ranged from 100 to 520,000&#x00A0;MPN/g<sub>DW</sub> between 2022 and 2023 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). Three outlier samples from 2022 were removed from the dataset. These values were an order of magnitude or two greater than all other sediment samples analyzed and were all collected on June 23, 2022, at the surface of the beach. Concentrations of the outliers ranged from 16,000,000 to 100,000,000&#x00A0;MPN/g<sub>DW,</sub> and associated water samples were not similarly elevated. For these reasons, it was determined that these data were potentially contaminated and deemed not representative of the environmental conditions at Lake St. Clair Metropark Beach. Median concentrations for all other samples taken were 5,200 and 800&#x00A0;MPN/g<sub>DW</sub> at the surface for 2022 and 2023, respectively, and 1,000 and 100&#x00A0;MPN/g<sub>DW</sub> at depth in 2022 and 2023, respectively (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). Similar to groundwater samples, <italic>E. coli</italic> concentrations in sediment samples collected in 2022 were generally a few orders of magnitude higher than <italic>E. coli</italic> concentrations in samples collected in 2023.</p>
<p>The highest <italic>E. coli</italic> concentrations in sediment samples were collected from the surface at sites near the lake interphase (&#x201C;A&#x201D; sampling sites on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref> and <xref ref-type="table" rid="t01">table&#x00A0;1</xref>; <xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>C</italic></xref>). Sediment samples collected at the surface also tended to have higher <italic>E. coli</italic> concentrations overall when compared to samples taken at depth at the same sites. Sediment <italic>E. coli</italic> concentrations were lowest in samples taken at depth ~100&#x00A0;ft from the lake interphase (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>D</italic></xref>).</p>
</sec>
</sec>
<sec>
<title>Groundwater Seepage Rates</title>
<p>Groundwater seepage rates were highly variable throughout the 2022&#x2013;23 recreational seasons (table&#x00A0;3; <xref ref-type="bibr" rid="r6">Byers, 2026</xref>). The positive and negative values of the seepage rates shown in <xref ref-type="table" rid="t03">table&#x00A0;3</xref> indicate the direction of groundwater flow. Positive seepage rates indicate that the shallow groundwater at Lake St. Clair Metropark Beach was generally flowing toward the recreational waters at the time seepage measurements were made, and negative seepage rates indicate that the recreational waters were losing to the shallow groundwater on that sampling date. Groundwater seepage rates in August of 2022 and 2023 had daily average values ranging from &#x2212;0.81 to 1.23&#x00A0;centimeters per day (cm/d; <xref ref-type="table" rid="t03">table&#x00A0;3</xref>). The maximum and minimum groundwater seepage values for August of both years were in 2023. Positive average seepage values were measured on three of the five August sampling dates, and negative average values were measured on the other two&#x00A0;days. In June and July of 2022, daily average seepage measurements yielded much higher or lower values than those observed in August, ranging from &#x2212;23.4&#x00A0;cm/d in July to 7.94&#x00A0;cm/d in June. All seepage rate values from 2022 and 2023 fall within the expected range of previously observed values in coastal freshwater environments, from (positive or negative) 0.01&#x00A0;cm/d (<xref ref-type="bibr" rid="r25">Lee and Cherry, 1979</xref>) to greater than (positive or negative) 100&#x00A0;cm/d (<xref ref-type="bibr" rid="r2">Asbury, 1990</xref>; <xref ref-type="bibr" rid="r41">Rosenberry, 2000</xref>).</p>
<table-wrap id="t03" position="float"><label>Table 3</label><caption>
<title>Average groundwater seepage rates at select sampling sites in the recreational waters at Lake St. Clair Metropark Beach in Macomb County, Michigan.</title>
<p content-type="toc">Table 3. Average groundwater seepage rates at select sampling sites in the recreational waters at Lake St. Clair Metropark Beach in Macomb County, Michigan</p>
<p>[Individual seepage values can be found in <xref ref-type="bibr" rid="r6">Byers (2026)</xref>. Dates shown as month/day/year. USGS, U.S.&#x00A0;Geological Survey; ID, identifier; cm/d, centimeter per day]</p></caption>
<table rules="groups">
<col width="25.01%"/>
<col width="30%"/>
<col width="12.5%"/>
<col width="15.68%"/>
<col width="16.81%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Date measured</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">USGS station ID</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Sampling site short name</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Seepage rate by sampling site (cm/d)</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Average daily seepage (cm/d)</td>
</tr>
</thead>
<tbody>
<tr>
<td rowspan="2" valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 1pt; background-color:rgb(217,217,217)" scope="rowgroup">6/30/2022</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">423416082475001</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">GW&#x2013;B1</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">7.23</td>
<td rowspan="2" valign="top" align="left" style="border-top: solid 0.50pt; background-color:rgb(217,217,217)">7.94</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" style="background-color:rgb(217,217,217)" scope="row">423414082474201</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B6</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">8.64</td>
</tr>
<tr>
<td rowspan="2" valign="top" align="left" scope="rowgroup">7/21/2022</td>
<td valign="top" align="left">423416082475001</td>
<td valign="top" align="left">GW&#x2013;B1</td>
<td valign="top" align="left">&#x2212;21.7</td>
<td rowspan="2" valign="top" align="left">&#x2212;23.4</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" scope="row">423414082474201</td>
<td valign="top" align="left">GW&#x2013;B6</td>
<td valign="top" align="left">&#x2212;25.0</td>
</tr>
<tr>
<td rowspan="2" valign="top" align="left" style="background-color:rgb(217,217,217)" scope="rowgroup">8/9/2022</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082475001</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B1</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">1.04</td>
<td rowspan="2" valign="top" align="left" style="background-color:rgb(217,217,217)">0.79</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" style="background-color:rgb(217,217,217)" scope="row">423414082474201</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B6</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0.53</td>
</tr>
<tr>
<td rowspan="2" valign="top" align="left" scope="rowgroup">8/11/2022</td>
<td valign="top" align="left">423416082475001</td>
<td valign="top" align="left">GW&#x2013;B1</td>
<td valign="top" align="left">0.28</td>
<td rowspan="2" valign="top" align="left">&#x2212;0.21</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" scope="row">423414082474201</td>
<td valign="top" align="left">GW&#x2013;B6</td>
<td valign="top" align="left">&#x2212;0.70</td>
</tr>
<tr>
<td rowspan="2" valign="top" align="left" style="background-color:rgb(217,217,217)" scope="rowgroup">8/18/2022</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082475001</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B1</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">&#x2212;0.16</td>
<td rowspan="2" valign="top" align="left" style="background-color:rgb(217,217,217)">0.1</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" style="background-color:rgb(217,217,217)" scope="row">423414082474201</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B6</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0.36</td>
</tr>
<tr>
<td rowspan="3" valign="top" align="left" scope="rowgroup">8/1/2023</td>
<td valign="top" align="left">423416082475001</td>
<td valign="top" align="left">GW&#x2013;B1</td>
<td valign="top" align="left">2.74</td>
<td rowspan="3" valign="top" align="left">&#x2212;0.81</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" scope="row">423415082474901</td>
<td valign="top" align="left">GW&#x2013;B2</td>
<td valign="top" align="left">&#x2212;2.87</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" scope="row">423415082474701</td>
<td valign="top" align="left">GW&#x2013;B3</td>
<td valign="top" align="left">&#x2212;2.29</td>
</tr>
<tr>
<td rowspan="3" valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)" scope="rowgroup">8/15/2023</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">423416082475001</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B1</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0.51</td>
<td rowspan="3" valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">1.23</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" style="background-color:rgb(217,217,217)" scope="row">423415082474901</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">GW&#x2013;B2</td>
<td valign="top" align="left" style="background-color:rgb(217,217,217)">0.89</td>
</tr>
<tr>
<td valign="top" colspan="1" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)" scope="row">423415082474701</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">GW&#x2013;B3</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(217,217,217)">2.30</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The faster seepage rates in June and July of 2022 indicate a temporal variability in seepage rates at Lake St. Clair Metropark Beach. Previous research in lacustrine environments revealed that temporal variation in groundwater seepage rates may have several causes, including lake seiche events (<xref ref-type="bibr" rid="r48">Taniguchi and Fukuo, 1996</xref>), which have been demonstrated locally to propagate through and be dissipated by Lake St. Clair from the St. Clair and Detroit Rivers (not shown on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>; <xref ref-type="bibr" rid="r21">Jackson, 2016</xref>). Additional potential causes of variation in groundwater flow rates include diurnal effects of evapotranspiration (<xref ref-type="bibr" rid="r44">Rosenberry and others, 2013</xref>), precipitation events (<xref ref-type="bibr" rid="r43">Rosenberry and Morin, 2004</xref>; <xref ref-type="bibr" rid="r44">Rosenberry and others, 2013</xref>), and tidal effects (<xref ref-type="bibr" rid="r44">Rosenberry and others, 2013</xref>), which all may affect the relative positions of the groundwater potentiometric surface and lake level. Further measurements of groundwater seepage throughout the recreational season could help to better characterize the dominant direction and magnitude of groundwater seepage at Lake St. Clair Metropark Beach and to better understand the ways in which groundwater and surface water interact at the lake interphase.</p>
</sec>
<sec>
<title>Gull and Geese Enumeration Results</title>
<p>Waterfowl, particularly gulls and geese, are a likely source of <italic>E. coli</italic> at Lake St. Clair Metropark Beach (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>). Restoration efforts at Lake St. Clair Metropark Beach were mainly focused on reducing the number of waterfowl that congregated on the beach in hopes that reducing this source would reduce <italic>E. coli</italic> concentrations. In 2021, beach managers at Lake St. Clair Metropark Beach planted native grasses as a vegetative buffer and installed acoustic bird deterrents as potential long-term solutions to deter nuisance waterfowl. Dogs trained in waterfowl harassment were implemented as a short-term solution to deter birds in the summer recreation season of 2021.</p>
<p>Overall, gulls were much more common than geese at Lake St. Clair Metropark Beach and numbers generally declined between 2021 and 2023 (<xref ref-type="table" rid="t04">table&#x00A0;4</xref>). Gulls made up 89, 90, and 94&#x00A0;percent of the total number of birds enumerated in all of Lake St. Clair Metropark Beach in 2021, 2022, and 2023, respectively, with geese making up the remaining percentages. Of all the gulls enumerated, 81, 60, and 69&#x00A0;percent were on the recreational beach in 2021, 2022, and 2023, respectively. The average number of gulls counted per day on the recreational beach decreased from 131&#x00A0;gulls per day in 2021 to 62&#x00A0;gulls per day in 2022 and 83&#x00A0;gulls per day in 2023 (<xref ref-type="table" rid="t04">table&#x00A0;4</xref>). Far fewer geese than gulls were enumerated throughout the park and, specifically, on the recreational beach. On average, one goose per day was counted on the recreational beach in 2021 and 2022, and no geese were counted, on average, in 2023. The total number of geese enumerated on the recreational beach decreased from 120 to 30&#x00A0;geese from 2021 to 2023 (<xref ref-type="table" rid="t04">table&#x00A0;4</xref>). In the rest of the park at Lake St. Clair Metropark Beach, geese were observed more frequently but still with decreasing trends from 1,578&#x00A0;geese in 2021 to 660&#x00A0;geese in 2023 (<xref ref-type="table" rid="t04">table&#x00A0;4</xref>). Additionally, a reduction in the average number of birds (gulls plus geese) that were counted in all of Lake St. Clair Metropark Beach each day was observed, from 181&#x00A0;birds per day in 2021 to 114&#x00A0;birds per day in 2022 and 127&#x00A0;birds per day in 2023 (<xref ref-type="table" rid="t04">table&#x00A0;4</xref>).</p>
<table-wrap id="t04" orientation="landscape" position="float"><label>Table 4</label><caption>
<title>Enumeration of gulls and geese on the recreational beach and other areas at Lake St. Clair Metropark Beach in Macomb County, Michigan, during the 2021, 2022, and 2023 recreational seasons.</title>
<p content-type="toc">Table 4. Enumeration of gulls and geese on the recreational beach and other areas at Lake St. Clair Metropark Beach in Macomb County, Michigan, during the 2021, 2022, and 2023 recreational seasons</p>
<p>[Individual daily counts of birds can be found in <xref ref-type="bibr" rid="r6">Byers (2026)</xref>]</p></caption>
<table rules="groups">
<col width="5.76%"/>
<col width="7.91%"/>
<col width="12.98%"/>
<col width="9.35%"/>
<col width="10.62%"/>
<col width="9.35%"/>
<col width="10.62%"/>
<col width="9.35%"/>
<col width="8.02%"/>
<col width="8.02%"/>
<col width="8.02%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Year</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of days birds were counted</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Gulls counted on recreational beach</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Gulls counted in the rest of the Metropark</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Geese counted on recreational beach</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Geese counted in the rest of the Metropark</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Birds counted on the recreational beach</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Birds counted in the rest of the Metropark</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Total number of gulls</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Total number of geese</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Total number of birds</td>
</tr>
</thead>
<tbody>
<tr>
<th valign="middle" colspan="11" align="center" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Average number per day</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">2021</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">87</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">131</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">31</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">1</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">18</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">132</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">49</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">162</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">19</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">181</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2022</td>
<td valign="top" align="left">115</td>
<td valign="top" align="left">62</td>
<td valign="top" align="left">41</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">11</td>
<td valign="top" align="left">63</td>
<td valign="top" align="left">51</td>
<td valign="top" align="left">103</td>
<td valign="top" align="left">12</td>
<td valign="top" align="left">114</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt" scope="row">2023</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">95</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">83</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">37</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">0</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">7</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">83</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">44</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">120</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">7</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">127</td>
</tr>
<tr>
<th valign="middle" colspan="11" align="center" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="col">Total number per recreational season</th>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">2021</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">87</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">11,379</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2,711</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">120</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">1,578</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">11,499</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">4,289</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">14,090</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">1,698</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">15,788</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2022</td>
<td valign="top" align="left">115</td>
<td valign="top" align="left">7,098</td>
<td valign="top" align="left">4,681</td>
<td valign="top" align="left">90</td>
<td valign="top" align="left">1,215</td>
<td valign="top" align="left">7,188</td>
<td valign="top" align="left">5,896</td>
<td valign="top" align="left">11,779</td>
<td valign="top" align="left">1,305</td>
<td valign="top" align="left">13,084</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt" scope="row">2023</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">95</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">7,838</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">3,554</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">30</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">660</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">7,868</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">4,214</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">11,392</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">690</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">12,082</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec>
<title>Pre- and Postrestoration <italic>Escherichia coli</italic> Comparisons</title>
<p><italic>Escherichia coli</italic> concentrations from the recreational (surface) water, groundwater, and sediment samples collected during this study for the 2022 and 2023 recreational seasons were compared to those collected by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> in 2018 and 2019. Between the study by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> and this study, beach restoration projects were implemented to discourage waterfowl from congregating on the beach at Lake St. Clair Metropark Beach. <italic>Escherichia coli</italic> concentrations from before and after beach restoration projects were compared to determine if consistent changes in <italic>E. coli</italic> concentrations were observed in surface water, groundwater, or sediment. Weather conditions were variable throughout both sampling periods, but both studies captured similar precipitation and temperature conditions throughout the recreational seasons (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>; <xref ref-type="bibr" rid="r35">National Oceanic and Atmospheric Administration, 2024</xref>). At Lake St. Clair Metropark Beach, July tended to be the warmest and driest month in all years analyzed. May, June, and August tended to be wetter than July and September (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>). The greatest amount of precipitation was recorded in 2023, which was also the coolest recreational season sampled. The warmest year of the study period was 2018 (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>).</p>
<table-wrap id="t05" orientation="landscape" position="float"><label>Table 5</label><caption>
<title>Temperature and precipitation conditions near Lake St. Clair Metropark Beach in Macomb County, Michigan, for the 2018, 2019, 2022, and 2023 recreational seasons.</title>
<p content-type="toc">Table 5. Temperature and precipitation conditions near Lake St. Clair Metropark Beach in Macomb County, Michigan, for the 2018, 2019, 2022, and 2023 recreational seasons</p>
<p>[Data in this table are from the <xref ref-type="bibr" rid="r35">National Oceanic and Atmospheric Administration (2024)</xref>.&#x00B0;F, degree Fahrenheit; in., inch;--, not applicable to data type]</p></caption>
<table rules="groups">
<col width="14.04%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.97%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<col width="7.09%"/>
<thead>
<tr>
<td rowspan="3" valign="middle" align="center" scope="rowgroup" style="border-top: solid 0.50pt; border-bottom: solid 1pt">Month</td>
<td valign="middle" colspan="12" align="center" scope="colgroup" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Year</td>
</tr>
<tr>
<td valign="middle" colspan="4" align="center" scope="colgroup" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Average daily maximum temperature (&#x00B0;F)</td>
<td valign="middle" colspan="4" align="center" scope="colgroup" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Average daily minimum temperature (&#x00B0;F)</td>
<td valign="middle" colspan="4" align="center" scope="colgroup" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Total precipitation (in.)</td>
</tr>
<tr>
<td valign="middle" colspan="1" align="center" scope="colgroup" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2018</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2019</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2022</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2023</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2018</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2019</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2022</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2023</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2018</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2019</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2022</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">2023</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt" scope="row">May</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">75</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">66</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">71</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">68</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">50</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">46</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">50</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">44</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">3.54</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">3.84</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">3.99</td>
<td valign="top" align="left" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">1.20</td>
</tr>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">June</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">78</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">75</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">80</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">76</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">59</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">56</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">56</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">55</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">4.55</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">3.68</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2.58</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">3.72</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">July</td>
<td valign="top" align="left">83</td>
<td valign="top" align="left">85</td>
<td valign="top" align="left">83</td>
<td valign="top" align="left">80</td>
<td valign="top" align="left">62</td>
<td valign="top" align="left">65</td>
<td valign="top" align="left">62</td>
<td valign="top" align="left">62</td>
<td valign="top" align="left">1.43</td>
<td valign="top" align="left">2.51</td>
<td valign="top" align="left">1.58</td>
<td valign="top" align="left">5.26</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">August</td>
<td valign="top" align="left">83</td>
<td valign="top" align="left">81</td>
<td valign="top" align="left">82</td>
<td valign="top" align="left">77</td>
<td valign="top" align="left">65</td>
<td valign="top" align="left">61</td>
<td valign="top" align="left">62</td>
<td valign="top" align="left">59</td>
<td valign="top" align="left">2.26</td>
<td valign="top" align="left">5.45</td>
<td valign="top" align="left">3.69</td>
<td valign="top" align="left">7.90</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">September</td>
<td valign="top" align="left">75</td>
<td valign="top" align="left">75</td>
<td valign="top" align="left">74</td>
<td valign="top" align="left">73</td>
<td valign="top" align="left">58</td>
<td valign="top" align="left">57</td>
<td valign="top" align="left">55</td>
<td valign="top" align="left">56</td>
<td valign="top" align="left">3.67</td>
<td valign="top" align="left">3.46</td>
<td valign="top" align="left">1.61</td>
<td valign="top" align="left">1.62</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">Recreational season average temperature</td>
<td valign="top" align="left">79</td>
<td valign="top" align="left">76</td>
<td valign="top" align="left">78</td>
<td valign="top" align="left">75</td>
<td valign="top" align="left">59</td>
<td valign="top" align="left">57</td>
<td valign="top" align="left">57</td>
<td valign="top" align="left">55</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
<td valign="top" align="left">--</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt" scope="row">Recreational season precipitation total</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt"><bold>--</bold></td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">--</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">15.45</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">18.94</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">13.45</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt">19.70</td>
</tr>
</tbody>
</table>
</table-wrap>
<sec>
<title>Surface Water</title>
<p>Surface-water sampling locations varied between pre- and postrestoration sampling events. For the 2018 and 2019 study (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>), fewer locations were sampled in the shallow recreational waters at Lake St. Clair Metropark Beach than in 2022 and 2023. In 2018 and 2019, three sites, located between the 2022&#x2013;23 sites, were sampled at about the same depth (~3&#x00A0;ft; <xref ref-type="table" rid="t01">table&#x00A0;1</xref>; <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref>). Sites sampled in 2018 and 2019 were ~70&#x00A0;ft from the nearest comparable sampling site in 2022 and 2023.</p>
<p>In 2018, surface-water samples were collected from mid-July through early October, and samples collected in 2019 were collected from May through August. Daily geometric means of all surface-water sampling sites were used for surface-water <italic>E. coli</italic> comparisons and reporting of summary statistics in <xref ref-type="table" rid="t02">table&#x00A0;2</xref>. Individual <italic>E. coli</italic> concentrations for pre- and postrestoration years are shown in <xref ref-type="fig" rid="fig02">figure&#x00A0;2<italic>A</italic></xref> and daily geometric means for each recreational season are shown in <xref ref-type="fig" rid="fig02">figure&#x00A0;2<italic>B</italic></xref>. Surface-water samples collected by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> in 2018 and 2019 were not fully representative of the entire recreational season, whereas 2022 and 2023 data collected for the present study were more completely representative of the recreational season (May through September). Concentrations for all years were typically highest in June (not sampled in 2018), July, and August, which were the hottest months of the recreational season (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>). Samples taken on the same day tended to have similar <italic>E. coli</italic> concentrations, although variation between the six sampling sites was observed (<xref ref-type="fig" rid="fig02">fig.&#x00A0;2<italic>A</italic></xref>). Because of the inherent variability of <italic>E. coli</italic> concentrations in a large waterbody, the variability in measurements is not unexpected (<xref ref-type="bibr" rid="r11">Francy and Darner, 1998</xref>).</p>
<p>Geometric mean <italic>E. coli</italic> concentrations in surface water were variable throughout each recreational season (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>A</italic></xref>). Data from this study and data collected by MCHD indicate similar evidence for an overall decrease in <italic>E. coli</italic> concentrations after restoration. Before the implementation of beach restoration projects, geometric means of <italic>E. coli</italic> concentrations in surface water collected by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> had a wide range of values (2.0 to 2,000&#x00A0;MPN/100&#x00A0;mL) with median concentrations of 98 and 66&#x00A0;MPN/100&#x00A0;mL in 2018 and 2019, respectively (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). After restoration efforts, the range of values in USGS collected data (&lt;1 to 1,200&#x00A0;MPN/100&#x00A0;mL) and median concentrations (39 and 29&#x00A0;MPN/100&#x00A0;mL in 2022 and 2023, respectively) decreased (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>; <xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>A</italic></xref>). Daily geometric mean <italic>E. coli</italic> concentrations in surface-water samples collected by USGS were significantly lower after restoration (2022&#x2013;23) than before restoration (2018&#x2013;19; probability value [<italic>p</italic>-value]=0.005; Peto-Peto nonparametric one factor test [<xref ref-type="bibr" rid="r15">Helsel, 2011</xref>]). This apparent decrease may be due, in part, to the shorter sampling seasons in 2018 and 2019. In these years, the warmest parts of the recreational season were over-represented resulting in a concentration distribution that may have been biased high. For example, in 2018, the distribution of concentrations in USGS samples is substantially higher than the distribution from the MCHD-collected samples (<xref ref-type="fig" rid="fig04">fig.&#x00A0;4</xref>). The data collected by MCHD represented the full recreational season (May through September) in all years. The distribution of MCHD data also generally decreased from before restoration to after restoration, although the data are more variable after restoration (<xref ref-type="fig" rid="fig04">fig.&#x00A0;4</xref>). The range of MCHD-collected data was greater following the restoration projects, with higher maximum <italic>E. coli</italic> concentrations measured after restoration compared to before restoration (<xref ref-type="table" rid="t06">table&#x00A0;6</xref>).</p>
<fig id="fig04" position="float" fig-type="figure"><label>Figure 4</label><caption><p>Boxplots showing the daily geometric mean <italic>Escherichia coli</italic> concentrations for surface water during pre- (2018&#x2013;19) and postrestoration (2022&#x2013;23) years in samples collected by the Macomb County Health Department and the U.S.&#x00A0;Geological Survey.</p><p content-type="toc">Figure 4. Boxplots showing the daily geometric mean <italic>Escherichia coli</italic> concentrations for surface water during pre- and postrestoration years in samples collected by the Macomb County Health Department and the U.S.&#x00A0;Geological Survey</p></caption><long-desc>Macomb County Health Department-collected data and USGS-collected data both revealed higher E. Coli concentrations in prerestoration years than in postrestoration years.</long-desc><graphic xlink:href="rol25-0013_fig04"/></fig>
<p>Although the overall distribution of <italic>E. coli</italic> concentrations tended to decrease after restoration, high concentration events were more frequent in MCHD-collected data following restoration (<xref ref-type="table" rid="t06">table&#x00A0;6</xref>), and, as a result, beach closures were more frequent after restoration. During the 2018 and 2019 recreational seasons, MCHD closed the swimming beach to recreators for 7&#x00A0;days (~8&#x00A0;percent of their sampling days) because of high bacteria levels measured from their sampling efforts (<xref ref-type="table" rid="t06">table&#x00A0;6</xref>; <xref ref-type="bibr" rid="r29">Michigan Department of Environment, Great Lakes, and Energy, 2024a</xref>). Conversely, MCHD closed the beach for a total of 24&#x00A0;days in 2022 and 2023 (~28&#x00A0;percent of their sampling days; <xref ref-type="table" rid="t06">table&#x00A0;6</xref>). Geometric means surpassed the 300&#x00A0;MPN/100&#x00A0;mL threshold on 12 of MCHD&#x2019;s 87&#x00A0;sampling days in 2022 and 2023 (~14&#x00A0;percent of sampling days; <xref ref-type="table" rid="t06">table&#x00A0;6</xref>). The beach was closed for an additional 12&#x00A0;days because MCHD data had exceedances of the 30-day geometric mean of 130&#x00A0;MPN/100&#x00A0;mL threshold (<xref ref-type="table" rid="t06">table&#x00A0;6</xref>; <xref ref-type="bibr" rid="r29">Michigan Department of Environment, Great Lakes, and Energy, 2024a</xref>). As a result, the proportion of exceedances of the TBC recreation standard from the MCHD-collected data was higher after the restoration efforts compared to before the restoration efforts.</p>
<table-wrap id="t06" orientation="landscape" position="float"><label>Table 6</label><caption>
<title>Summary statistics for Macomb County Health Department <italic>Escherichia coli</italic> data collected in surface water (geometric means) at Lake St. Clair Metropark Beach in Macomb County, Michigan, from May to September 2008 to 2023.</title>
<p content-type="toc">Table 6. Summary statistics for Macomb County Health Department <italic>Escherichia coli</italic> data collected in surface water at Lake St. Clair Metropark Beach in Macomb County, Michigan, from May to September 2008 to 2023</p>
<p>[Data in this table are from the <xref ref-type="bibr" rid="r29">Michigan Department of Environment, Great Lakes, and Energy (2024a). </xref>&gt;, greater than; MPN/100 mL, most probable number per 100 milliliters]</p></caption>
<table rules="groups">
<col width="5.75%"/>
<col width="8.48%"/>
<col width="7.82%"/>
<col width="7.82%"/>
<col width="7.82%"/>
<col width="13.03%"/>
<col width="13.92%"/>
<col width="14.24%"/>
<col width="13.77%"/>
<col width="7.35%"/>
<thead>
<tr>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Year</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of daily geometric means</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Minimum geometric mean</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Median geometric mean</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Maximum geometric mean</td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of geometric means &gt;300&#x00A0;MPN/100&#x00A0;mL<sup>1</sup></td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Percent of sample dates with geometric means &gt;300&#x00A0;MPN/100&#x00A0;mL<sup>1</sup></td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of days with 30-day geometric means &gt;130&#x00A0;MPN/100&#x00A0;mL<sup>1</sup></td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Percent of sample dates with 30-day geometric means &gt;130&#x00A0;MPN/100&#x00A0;mL<sup>1</sup></td>
<td valign="middle" align="center" scope="col" style="border-top: solid 0.50pt; border-bottom: solid 0.50pt">Number of days of beach closures</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left" style="border-top: solid 0.50pt" scope="row">2008</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">48</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">1.0</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">31</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">1,700</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">4</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">0</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">0</td>
<td valign="top" align="left" style="border-top: solid 0.50pt">2</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2009</td>
<td valign="top" align="left">47</td>
<td valign="top" align="left">1.4</td>
<td valign="top" align="left">96</td>
<td valign="top" align="left">1,800</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">15</td>
<td valign="top" align="left">8</td>
<td valign="top" align="left">17</td>
<td valign="top" align="left">20</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2010</td>
<td valign="top" align="left">47</td>
<td valign="top" align="left">2.4</td>
<td valign="top" align="left">48</td>
<td valign="top" align="left">1,500</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">15</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">7</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2011</td>
<td valign="top" align="left">68</td>
<td valign="top" align="left">1.6</td>
<td valign="top" align="left">36</td>
<td valign="top" align="left">2,400</td>
<td valign="top" align="left">12</td>
<td valign="top" align="left">18</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">22</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2012</td>
<td valign="top" align="left">63</td>
<td valign="top" align="left">1.0</td>
<td valign="top" align="left">16</td>
<td valign="top" align="left">370</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">1</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2013</td>
<td valign="top" align="left">67</td>
<td valign="top" align="left">1.0</td>
<td valign="top" align="left">8.6</td>
<td valign="top" align="left">290</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2014</td>
<td valign="top" align="left">59</td>
<td valign="top" align="left">1.1</td>
<td valign="top" align="left">19</td>
<td valign="top" align="left">2,400</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">12</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2015</td>
<td valign="top" align="left">48</td>
<td valign="top" align="left">2.3</td>
<td valign="top" align="left">58</td>
<td valign="top" align="left">2,400</td>
<td valign="top" align="left">13</td>
<td valign="top" align="left">27</td>
<td valign="top" align="left">12</td>
<td valign="top" align="left">25</td>
<td valign="top" align="left">47</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2016</td>
<td valign="top" align="left">48</td>
<td valign="top" align="left">1.3</td>
<td valign="top" align="left">38</td>
<td valign="top" align="left">1,100</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">10</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">10</td>
<td valign="top" align="left">8</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2017</td>
<td valign="top" align="left">43</td>
<td valign="top" align="left">1.4</td>
<td valign="top" align="left">66</td>
<td valign="top" align="left">1,000</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">14</td>
<td valign="top" align="left">8</td>
<td valign="top" align="left">19</td>
<td valign="top" align="left">36</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2018</td>
<td valign="top" align="left">44</td>
<td valign="top" align="left">2.9</td>
<td valign="top" align="left">25</td>
<td valign="top" align="left">1,600</td>
<td valign="top" align="left">4</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">4</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2019</td>
<td valign="top" align="left">44</td>
<td valign="top" align="left">1.4</td>
<td valign="top" align="left">32</td>
<td valign="top" align="left">1,800</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">3</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2020</td>
<td valign="top" align="left">44</td>
<td valign="top" align="left">1.8</td>
<td valign="top" align="left">40</td>
<td valign="top" align="left">2,100</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">16</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">9</td>
</tr>
<tr>
<td valign="top" align="left" scope="row">2021</td>
<td valign="top" align="left">43</td>
<td valign="top" align="left">1.0</td>
<td valign="top" align="left">28</td>
<td valign="top" align="left">860</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">0</td>
<td valign="top" align="left">2</td>
</tr>
<tr>
<td valign="top" align="left" style="background-color:rgb(255,255,255)" scope="row">2022</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">44</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">1.0</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">21</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">1,900</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">8</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">18</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">9</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">20</td>
<td valign="top" align="left" style="background-color:rgb(255,255,255)">11</td>
</tr>
<tr>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)" scope="row">2023</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">43</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">1.0</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">15</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">2,200</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">4</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">9</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">0</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">0</td>
<td valign="top" align="left" style="border-bottom: solid 0.50pt; background-color:rgb(255,255,255)">13</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn id="t06n1"><label><sup>1</sup></label>
<p>The total body contact recreation standards in Michigan are 300&#x00A0;MPN/100&#x00A0;mL as a geometric mean of at least three samples taken the same day and 130&#x00A0;MPN/100&#x00A0;mL over a 30-day geometric mean.</p></fn>
</table-wrap-foot>
</table-wrap>
</sec>
<sec>
<title>Groundwater</title>
<p>The same groundwater sites were sampled at Lake St. Clair Metropark Beach for the 2018&#x2013;19 and 2022&#x2013;23 recreational seasons and are shown in <xref ref-type="table" rid="t01">table&#x00A0;1</xref>. <italic>Escherichia coli</italic> concentrations in groundwater samples tended to have minimum, median, and maximum values that were generally in the same order of magnitude in 2018, 2019, and 2022 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). In 2023, however, <italic>E. coli</italic> concentrations tended to be an order of magnitude lower than those in previous years, with concentrations ranging from &lt;1 to 17,000&#x00A0;MPN/100&#x00A0;mL, and a median concentration of 130&#x00A0;MPN/100&#x00A0;mL (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). Before and after restoration, groundwater <italic>E. coli</italic> concentrations tended to be lower at sampling sites ~100&#x00A0;ft from the lake interphase (sampling sites ending with &#x201C;C&#x201D; on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref> and <xref ref-type="table" rid="t01">table&#x00A0;1</xref>) compared to those near the lake interphase (sampling sites ending with &#x201C;A&#x201D; on <xref ref-type="fig" rid="fig01">fig.&#x00A0;1</xref> and <xref ref-type="table" rid="t01">table&#x00A0;1</xref>; <xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>B</italic></xref>).</p>
<p>Two Peto-Peto tests were conducted that compared pre- and postrestoration groundwater <italic>E. coli</italic> concentrations collected (1) near the lake interphase, and (2) ~100&#x00A0;ft from the lake interphase. No statistical differences existed between the pre- and postrestoration groundwater <italic>E. coli</italic> groups, with <italic>p</italic>-values of 0.99 and 0.16, for sampling sites near the lake interphase and ~100&#x00A0;ft from the lake interphase, respectively. Although no significant difference in groundwater <italic>E. coli</italic> concentrations between the pre- and postrestoration groups tested were discovered, the maximum <italic>E. coli</italic> concentration was an order of magnitude lower in 2023 (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). Pairwise Peto-Peto tests were also completed to compare groundwater <italic>E. coli</italic> concentrations between individual years; for example, 2022 was individually compared to 2018, 2019, and 2023. Results from these tests indicated that 2023 <italic>E. coli</italic> concentrations both near and far from the lake were significantly lower than those in 2022 (<italic>p</italic>-values&#x00A0;&lt;0.003). Yearly comparisons also revealed that <italic>E. coli</italic> concentrations in 2018 were not significantly different from those in 2023 in samples collected near the lake interphase or ~100&#x00A0;ft from the lake interphase. These results indicate that the variation in <italic>E. coli</italic> concentrations observed in groundwater samples may be explained by influences from yearly variability in air or water temperatures, precipitation, or other factors not considered by this study that are not directly related to the restoration efforts.</p>
</sec>
<sec>
<title>Sediment</title>
<p>The same sites were sampled for <italic>E. coli</italic> in sediment in 2019, 2022, and 2023; however, a different set of sampling sites were analyzed during the 2018 sampling season by <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>. Because of these differences in sampling site locations, only values from 2019 were used as a prerestoration comparison for sediment results. Before and after the beach restoration efforts, <italic>E. coli</italic> concentrations in sediment were highest in samples taken at the surface of the beach near the lake interphase (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>C</italic></xref>). After restoration efforts, the maximum concentrations of <italic>E. coli</italic> in surface sediment decreased by an order of magnitude (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). As was the case with groundwater samples, sediment <italic>E. coli</italic> concentrations in 2023 tended to be an order of magnitude lower than previous years (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). For all years, the lowest <italic>E. coli</italic> concentrations in sediment were observed in samples taken at depth ~100&#x00A0;ft from the lake interphase. The maximum concentration of <italic>E. coli</italic> in sediment samples taken at depth in 2023 was 1,900&#x00A0;MPN/g<sub>DW</sub>, which is an order of magnitude lower than the maximum in 2022 (88,000&#x00A0;MPN/g<sub>DW</sub>) and 2019 (69,000&#x00A0;MPN/g<sub>DW</sub>; <xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>).</p>
<p>Using the nonparametric Peto-Peto test (<xref ref-type="bibr" rid="r15">Helsel, 2011</xref>), sediment <italic>E. coli</italic> concentrations from 2019 (<italic>n</italic>=66; <xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>) were compared to those from 2022 and 2023 combined (<italic>n</italic>=144) in four pre- and postrestoration groups:&#x00A0;(1)&#x00A0; surface sediment near the lake interphase, (2)&#x00A0;surface sediment ~100&#x00A0;ft from the lake interphase, (3)&#x00A0;deep sediment near the lake interphase, and (4)&#x00A0;deep sediment ~100&#x00A0;ft from the lake interphase. Surface-sediment <italic>E. coli</italic> concentrations significantly decreased from pre- to postrestoration near the lake interphase (<italic>p</italic>-value&#x00A0;&lt;0.001) and ~100&#x00A0;ft from the lake interphase (<italic>p</italic>-value&#x00A0;&lt;0.001). Deep-sediment <italic>E. coli</italic> concentrations significantly decreased from pre- to postrestoration near the lake interphase (<italic>p-</italic>value&#x00A0;&lt;0.001) but significantly increased ~100&#x00A0;ft from the lake interphase (<italic>p-</italic>value&#x00A0;&lt;0.001). This difference in test results for the deep-sediment group ~100&#x00A0;ft from the lake interphase is likely because of the large proportion of samples (86&#x00A0;percent) in this location that were below the detection limit in 2019 (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>) compared to 19&#x00A0;percent of samples in this study that were below the detection limit after restoration. Although these results do not follow the same trend as the other three sediment depths and locations, the deep-sediment samples ~100&#x00A0;ft from the lake interphase still had the lowest median <italic>E. coli</italic> concentrations of all subsets of sediment data for all years analyzed (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>D</italic></xref>). Three of the four depth and location sediment groups analyzed had statistically significant reductions in <italic>E. coli</italic> concentrations after restoration at Lake St. Clair Metropark Beach; however, only 1&#x00A0;year of data were used for prerestoration comparison.</p>
</sec>
</sec>
<sec>
<title>Synthesis of <italic>Escherichia coli</italic>, Groundwater Seepage, and Waterfowl Enumeration Data at Lake St. Clair Metropark Beach</title>
<p>An overall decrease in surface-water <italic>E. coli</italic> concentrations was observed when comparing pre- and postrestoration samples in both USGS- and MCHD-collected data; however, increased variability was observed in MCHD data after restoration (<xref ref-type="fig" rid="fig04">fig.&#x00A0;4</xref>). The number of beach closures increased following restoration efforts, indicating that more high <italic>E. coli</italic> concentration events occurred postrestoration, and the conditions that caused these events persisted. Other studies have documented reductions in <italic>E. coli</italic> concentrations in surface water following waterfowl harassment with dogs (<xref ref-type="bibr" rid="r7">Converse and others, 2012</xref>; <xref ref-type="bibr" rid="r38">Nevers and others, 2018</xref>; <xref ref-type="bibr" rid="r22">Jordan and others, 2019</xref>); however, these studies measured <italic>E. coli</italic> immediately following this treatment strategy. Measurements for our study were made at least one&#x00A0;year after waterfowl harassment dogs were employed at Lake St. Clair Metropark Beach; therefore, reductions cannot be directly attributed to bird harassment as they have been in previous studies. Acoustic bird deterrents have also been proven effective in reducing gull presence near freshwater sources, thereby reducing <italic>E. coli</italic> concentrations in surface water (<xref ref-type="bibr" rid="r4">Benton and others, 1983</xref>). <xref ref-type="bibr" rid="r4">Benton and others (1983)</xref> found that the reduction in gulls and associated reduction in <italic>E. coli</italic> lasted at least 14&#x00A0;months after the initial installation of bird deterrent systems, at which time they concluded their study. This prolonged reduction in <italic>E. coli</italic> in surface water after the use of acoustic bird deterrents demonstrates that the ongoing measures put in place by Lake St. Clair Metropark Beach to reduce waterfowl presence may be affecting surface-water <italic>E. coli</italic> concentrations, but those effects are not substantial enough to reduce beach closures within two&#x00A0;years of implementation.</p>
<p>A significant reduction of <italic>E. coli</italic> in sediment samples was observed after the restoration efforts at Lake St. Clair Metropark Beach. Although <italic>E. coli</italic> in beach sediment is not monitored for regulatory reasons, this reduction in surface-sediment <italic>E. coli</italic> concentrations may have larger implications for the overall reduction of <italic>E. coli</italic> at Lake St. Clair Metropark Beach. Few other studies have evaluated the presence of <italic>E. coli</italic> in beach sands before and after restoration actions similar to those performed at Lake St. Clair Metropark Beach; that is, use of canid harassment, acoustic bird deterrents, and (or) vegetated buffer zones. Other studies have demonstrated that different types of restoration actions, specifically those that replace beach sand containing high <italic>E. coli</italic> concentrations with <italic>E. coli</italic>-free sand (<xref ref-type="bibr" rid="r60">Whitman and Nevers, 2003</xref>) or add exogenous sand on top of sand that previously had fecal indicator bacteria issues (<xref ref-type="bibr" rid="r16">Hernandez and others, 2014</xref>), were effective in reducing <italic>E. coli</italic> and other fecal indicator bacteria in beach sands.</p>
<p>At Lake St. Clair Metropark Beach, sediment samples on the surface of the beach tended to have higher <italic>E. coli</italic> concentrations than those at depth. Similarly, <xref ref-type="bibr" rid="r60">Whitman and Nevers (2003)</xref> found higher <italic>E. coli</italic> concentrations in sediment samples taken at shallower depths compared to samples taken beneath the water table at a Lake Michigan beach. The findings of this study, along with those of <xref ref-type="bibr" rid="r60">Whitman and Nevers (2003)</xref>, indicate that average <italic>E. coli</italic> concentrations in sediment at or below the water table are generally an order of magnitude lower than those at the surface (<xref ref-type="table" rid="t02">table&#x00A0;2</xref>). High <italic>E. coli</italic> concentrations at the surface of the beach have locally been attributed to waterfowl or human sources through MST (<xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>), which are consistent with observations amongst other Great Lakes beaches (<xref ref-type="bibr" rid="r47">Standridge and others, 1979</xref>; <xref ref-type="bibr" rid="r60">Whitman and Nevers, 2003</xref>; <xref ref-type="bibr" rid="r20">Ishii and others, 2007</xref>; <xref ref-type="bibr" rid="r13">Halliday and Gast, 2010</xref>; <xref ref-type="bibr" rid="r37">Nevers and others, 2022</xref>).</p>
<p>Since the restoration projects were implemented at Lake St. Clair Metropark Beach in 2021, the total number of birds on the recreational beach have generally decreased (<xref ref-type="table" rid="t04">table 4</xref>). Decreased waterfowl numbers may be a factor in reducing <italic>E. coli</italic> concentrations in sediment at Lake St. Clair Metropark Beach, but this study was not designed to demonstrate a causal relationship between bird numbers and <italic>E. coli</italic>. Previous studies have concluded that restoration actions similar to those taken at Lake St. Clair Metropark Beach can decrease the number of gulls and geese on recreational beaches (<xref ref-type="bibr" rid="r4">Benton and others, 1983</xref>; <xref ref-type="bibr" rid="r49">Titchenell and Lynch, 2010</xref>; <xref ref-type="bibr" rid="r7">Converse and others, 2012</xref>; <xref ref-type="bibr" rid="r38">Nevers and others, 2018</xref>). Enumeration of waterfowl at Lake St. Clair Metropark Beach only offers a snapshot of bird presence on the recreational beach, and the actual number of birds congregating on the beach may be over- or underestimated by these daily counts over the course of the recreational seasons.</p>
<p><italic>Escherichia coli</italic> concentrations in sediment and groundwater samples tended to be higher close to the lake interphase compared to samples taken ~100&#x00A0;ft from the lake interphase (<xref ref-type="fig" rid="fig03">figs.&#x00A0;3<italic>B</italic>&#x2013;<italic>D</italic></xref>). Previous research has revealed that groundwater beneath wet sand, close to a lake interphase, is more likely to have elevated <italic>E. coli</italic> concentrations than locations beneath dry sand (<xref ref-type="bibr" rid="r8">Crowe and Milne, 2013</xref>). Similarly, nearshore beach sediment has been identified as a reservoir for <italic>E. coli</italic> in several Great Lakes beaches (<xref ref-type="bibr" rid="r24">Kinzelman and others, 2003</xref>; <xref ref-type="bibr" rid="r5">Beversdorf and others, 2007</xref>; <xref ref-type="bibr" rid="r20">Ishii and others, 2007</xref>; <xref ref-type="bibr" rid="r58">Whitman and others, 2014</xref>; <xref ref-type="bibr" rid="r61">Wu and others, 2017</xref>). <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> posited that there may be a reservoir of <italic>E. coli</italic> in beach sediment at Lake St. Clair Metropark Beach, wherein <italic>E. coli</italic> colonies can establish populations and grow in quantity throughout the recreational season. Bacteria have been observed to survive longer in sediment than in water because of higher available organic matter content, which is required for growth, and protection from ultraviolet radiation (<xref ref-type="bibr" rid="r11">Francy and Darner, 1998</xref>; <xref ref-type="bibr" rid="r1">Alm and others, 2006</xref>; <xref ref-type="bibr" rid="r45">Rumball and others, 2021</xref>).</p>
<p>One important factor that likely contributes to the higher <italic>E. coli</italic> concentrations in groundwater and sediment near the lake interphase is shoreline erosion caused by wave action. As waves crash against shoreline sediment, <italic>E. coli</italic> bound to sand grains may become resuspended in the water column (<xref ref-type="bibr" rid="r56">Vogel and others, 2016</xref>; <xref ref-type="bibr" rid="r46">Safaie and others, 2021</xref>; <xref ref-type="bibr" rid="r37">Nevers and others, 2022</xref>). This mechanical separation of <italic>E. coli</italic> and other fecal indicator bacteria from nearshore sand grains allows the bacteria to then be transported and recirculated through nearshore surface water and shallow groundwater (<xref ref-type="bibr" rid="r56">Vogel and others, 2016</xref>; <xref ref-type="bibr" rid="r61">Wu and others, 2017</xref>). Transport of fecal indicator bacteria, including <italic>E. coli</italic>, from nearshore sediment has been observed to increase <italic>E. coli</italic> concentrations in nearshore surface waters to levels that may exceed water-quality criteria and lead to public health advisories (<xref ref-type="bibr" rid="r61">Wu and others, 2017</xref>; <xref ref-type="bibr" rid="r39">Palmer and others, 2020</xref>). At Lake St. Clair Metropark Beach, resuspension and transport of bacteria may be of concern in terms of beach closures, as <italic>E. coli</italic> concentrations in groundwater (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>B</italic></xref>) and near the lake interphase in surface (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>C</italic></xref>) and deep sediment (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>D</italic></xref>) tended to be at least an order of magnitude higher than the associated surface-water value (<xref ref-type="fig" rid="fig03">fig.&#x00A0;3<italic>A</italic></xref>).</p>
<p>Other factors that may provide transport mechanisms for <italic>E. coli</italic> at Lake St. Clair Metropark Beach include precipitation, which may transport <italic>E. coli</italic> through sediment via infiltration, potentially adding to the <italic>E. coli</italic> reservoir (<xref ref-type="bibr" rid="r5">Beversdorf and others, 2007</xref>; <xref ref-type="bibr" rid="r20">Ishii and others, 2007</xref>; <xref ref-type="bibr" rid="r28">Malott and others, 2016</xref>; <xref ref-type="bibr" rid="r10">Fogarty and others, 2021</xref>), and groundwater seepage (<xref ref-type="bibr" rid="r59">Whitman and others, 2001</xref>). Groundwater seepage measurements at Lake St. Clair Metropark Beach revealed some positive values, indicating that groundwater discharged to recreational waters during both recreational seasons (<xref ref-type="table" rid="t03">table&#x00A0;3</xref>). <xref ref-type="bibr" rid="r59">Whitman and others (2001)</xref> found that <italic>E. coli</italic> concentrations within seepage fluxes at another Great Lakes beach tended to be highly variable; concentrations ranged from &lt;100 to &gt;50,000&#x00A0;MPN/100&#x00A0;mL. A later study at that same beach concluded that groundwater seepage did not contribute a substantial amount of <italic>E. coli</italic> to the receiving surface waters (<xref ref-type="bibr" rid="r60">Whitman and Nevers, 2003</xref>). When groundwater was discharging into the recreational waters at Lake St. Clair Metropark Beach, it is possible that <italic>E. coli</italic> was being transported to surface water, although direct measurements of <italic>E. coli</italic> in the seepage waters would be needed to understand how <italic>E. coli</italic> are transported locally. Negative groundwater seepage rates were also measured at Lake St. Clair Metropark Beach (<xref ref-type="table" rid="t03">table&#x00A0;3</xref>), indicating that the recreational waters were flowing into groundwater occasionally throughout the study period. This indicates that <italic>E. coli</italic> may occasionally be transported from surface water to the shallow groundwater at Lake St. Clair Metropark Beach, depending on the conditions of groundwater and surface-water interactions. More measurements of groundwater seepage over time could help to determine the prevailing direction of groundwater flow and the effect that fluxes of <italic>E. coli</italic> have on surface-water and groundwater bacterial concentrations.</p>
<p>Previous work at Lake St. Clair Metropark Beach by <xref ref-type="bibr" rid="r17">Holtschlag and others (2008)</xref> and <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> had conflicting findings on the correlation between precipitation and the concentration of <italic>E. coli</italic> in surface water. <xref ref-type="bibr" rid="r17">Holtschlag and others (2008)</xref> found that rainfall before <italic>E. coli</italic> sampling was positively correlated with <italic>E. coli</italic> concentrations, whereas <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref> found no correlation between the two factors. Correlations between environmental factors and <italic>E. coli</italic> were not analyzed as part of this study, so uncertainty about the effects of factors such as precipitation remain. A consistent relationship did not exist between the distribution of <italic>E. coli</italic> concentrations in each recreational season and the recreational season average maximum temperature, average minimum temperature, or precipitation total. For example, in 2023, groundwater, surface sediment, and deep sediment, on average, had the lowest concentrations of <italic>E. coli</italic> measured for all years during this study (<xref ref-type="fig" rid="fig03">figs.&#x00A0;3<italic>B&#x2013;D</italic></xref>). That same year, precipitation totals were highest amongst the study years, and temperatures were generally the lowest (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>). Other studies have concluded that increased precipitation often leads to increased concentrations of <italic>E. coli</italic> (<xref ref-type="bibr" rid="r12">Haack and others, 2003</xref>; <xref ref-type="bibr" rid="r5">Beversdorf and others, 2007</xref>); this was not the case at Lake St. Clair Metropark Beach in 2023, potentially because of the cooler temperatures. Conversely, in 2019, which had the second-highest season-long precipitation total, <italic>E. coli</italic> concentrations were substantially higher than in 2023, particularly in surface sediment, potentially indicating agreement with the previous studies. Also, 2019 had the highest maximum air temperature (<xref ref-type="table" rid="t05">table&#x00A0;5</xref>), which may promote <italic>E. coli</italic> growth; however, all seasonal maximum temperatures observed fell within the range for optimal <italic>E. coli</italic> growth (73&#x2013;90 degrees Fahrenheit; <xref ref-type="bibr" rid="r5">Beversdorf and others, 2007</xref>; <xref ref-type="bibr" rid="r20">Ishii and others, 2007</xref>; <xref ref-type="bibr" rid="r57">Weiskerger and others, 2019</xref>). The recreational season with the least precipitation, 2022, had the lowest maximum <italic>E. coli</italic> concentration in surface water, which again seems to agree with previous works on the effects of precipitation to <italic>E. coli</italic> concentrations. Seasonal averages and totals do not provide a refined or detailed look at relations between <italic>E. coli</italic> and environmental factors like temperature and precipitation. A more detailed analysis would help to disentangle the confounding effects of environmental conditions and beach restoration efforts.</p>
</sec>
<sec>
<title>Summary</title>
<p>The objective of this study was to evaluate <italic>Escherichia coli</italic> (<italic>E. coli</italic>) concentrations in surface water, groundwater, and sediment at Lake St. Clair Metropark Beach in Macomb County, Michigan, before and after implementation of restoration projects intended to reduce beach closures caused by high <italic>E. coli</italic> concentrations. Lake St. Clair Metropark Beach has a history of beach closures because of elevated <italic>E. coli</italic> concentrations that exceed the State of Michigan&#x2019;s total body contact recreation standards of 300&#x00A0;most probable number (of bacteria) per 100&#x00A0;milliliters (MPN/100&#x00A0;mL) as a geometric mean of at least three samples taken the same day and (or) 130&#x00A0;MPN/100&#x00A0;mL as a 30-day geometric mean. These elevated <italic>E. coli</italic> concentrations and associated beach closures have caused Lake St. Clair Metropark Beach to be included in the Clinton River Area of Concern under the beach closure beneficial use impairment. Huron-Clinton Metroparks implemented several beach restoration projects in 2021 after a study concluded that waterfowl or humans local to the beach may be sources of <italic>E. coli</italic>. These restoration projects sought to reduce <italic>E. coli</italic> concentrations at Lake St. Clair Metropark Beach by reducing the number of waterfowl that congregate in the recreational areas. After these restoration projects, this 2-year study, completed in cooperation with the Michigan Department of the Environment, Great Lakes, and Energy and in collaboration with Huron-Clinton Metroparks and the Macomb County Health Department, found variable surface-water <italic>E. coli</italic> concentrations, and groundwater and sediment <italic>E. coli</italic> concentrations that were orders of magnitude higher than those of surface water. Data from this study were compared to prerestoration data from 2018-19 published in <xref ref-type="bibr" rid="r10">Fogarty and others (2021)</xref>. These comparisons revealed that surface-water and sediment <italic>E. coli</italic> concentrations were significantly lower after beach restoration. The apparent decrease in surface-water concentrations may be due, in part, to the shorter sampling seasons in 2018 and 2019. During 2018 and 2019, the warmest parts of the recreational season were over-represented resulting in a concentration distribution that may have been biased high. Surface-water data collected by the Macomb County Health Department represented the full recreational season (May through September) in all years. The distribution of Macomb County Health Department data also generally decreased from before restoration to after restoration, although the data are more variable after restoration. Although <italic>E. coli</italic> concentrations in surface water were typically lower after restoration, more beach closures attributed to high <italic>E. coli</italic> concentration events were observed based on Macomb County Health Department data. The conditions that produced these high <italic>E. coli</italic> concentrations in surface water persisted at Lake St. Clair Metropark Beach for at least two&#x00A0;years postrestoration. There was a significant decrease in surface-sediment <italic>E. coli</italic> concentrations following restoration and a general decrease in waterfowl numbers between 2021 and 2023, which may indicate that the bird deterrence measures could be influencing <italic>E. coli</italic> concentrations in sediment and surface water, although a causal relationship cannot be concluded. Groundwater <italic>E. coli</italic> concentrations before and after restoration were variable and did not appear to be correlated with the timing of restoration efforts. Groundwater <italic>E. coli</italic> concentrations were not significantly different before and after restoration, but sediment and groundwater <italic>E. coli</italic> concentrations were an order of magnitude lower in 2023 compared to previous years of analyzed data. Groundwater seepage rates reveal that groundwater discharges to surface water at times, which indicates that groundwater could be transporting <italic>E. coli</italic> to the recreational waters. Overall, there are mixed results on the relation between <italic>E. coli</italic> concentration decreases and restoration efforts. The greater number of beach closures postrestoration indicates that conditions leading to high <italic>E. coli</italic> concentrations at Lake St. Clair Metropark Beach persist. Continued monitoring of <italic>E. coli</italic> at Lake St. Clair Metropark Beach could help to determine whether the decreasing <italic>E. coli</italic> trends observed in U.S.&#x00A0;Geological Survey and Macomb County Health Department data continue. Future work could explicitly consider effects of environmental factors, further characterize the role of surface-water and groundwater interactions affecting the surface-water quality, and (or) determine the role of the potential <italic>E. coli</italic> reservoir in the beach sediment on water quality.</p>
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<notes notes-type="colophon">
<sec>
<title>For more information about this publication, contact:</title>
<p>Director, USGS Upper Midwest Water Science Center</p>
<p>2280 Woodale Drive</p>
<p>Mounds View, MN 55112</p>
<p>763&#x2013;783&#x2013;3100</p>
<p>For additional information, visit: <ext-link ext-link-type="uri" xlink:href="https://www.usgs.gov/centers/upper-midwest-water-science-center">https://www.usgs.gov/centers/upper-midwest-water-science-center</ext-link>.</p>
<p>Publishing support provided by the USGS Science Publishing Network,</p>
<p>Rolla Publishing Service Center</p>
</sec></notes>
</book-back>
</book>
