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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Microbiol.</journal-id>
<journal-title>Frontiers in Microbiology</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Microbiol.</abbrev-journal-title>
<issn pub-type="epub">1664-302X</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.3389/fmicb.2021.740118</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Microbiology</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Bioaugmentation With a Consortium of Bacterial Sodium Lauryl Ether Sulfate-Degraders for Remediation of Contaminated Soils</article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name><surname>Rolando</surname> <given-names>Ludovica</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/962145/overview"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name><surname>Barra Caracciolo</surname> <given-names>Anna</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
<xref ref-type="corresp" rid="c001"><sup>&#x002A;</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/263988/overview"/>
</contrib>
<contrib contrib-type="author">
<name><surname>Grenni</surname> <given-names>Paola</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/93625/overview"/>
</contrib>
<contrib contrib-type="author">
<name><surname>Mariani</surname> <given-names>Livia</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
</contrib>
<contrib contrib-type="author">
<name><surname>Rauseo</surname> <given-names>Jasmin</given-names></name>
<xref ref-type="aff" rid="aff2"><sup>2</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/990285/overview"/>
</contrib>
<contrib contrib-type="author">
<name><surname>Spataro</surname> <given-names>Francesca</given-names></name>
<xref ref-type="aff" rid="aff2"><sup>2</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/1047160/overview"/>
</contrib>
<contrib contrib-type="author">
<name><surname>Garbini</surname> <given-names>Gian Luigi</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
<xref ref-type="aff" rid="aff3"><sup>3</sup></xref>
</contrib>
<contrib contrib-type="author">
<name><surname>Visca</surname> <given-names>Andrea</given-names></name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
</contrib>
<contrib contrib-type="author">
<name><surname>Patrolecco</surname> <given-names>Luisa</given-names></name>
<xref ref-type="aff" rid="aff2"><sup>2</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/1012810/overview"/>
</contrib>
</contrib-group>
<aff id="aff1"><sup>1</sup><institution>Water Research Institute, National Research Council</institution>, <addr-line>Monterotondo</addr-line>, <country>Italy</country></aff>
<aff id="aff2"><sup>2</sup><institution>Institute of Polar Sciences, National Research Council</institution>, <addr-line>Monterotondo</addr-line>, <country>Italy</country></aff>
<aff id="aff3"><sup>3</sup><institution>Department of Ecological and Biological Sciences, Tuscia University</institution>, <addr-line>Viterbo</addr-line>, <country>Italy</country></aff>
<author-notes>
<fn fn-type="edited-by"><p>Edited by: Muhammad Bilal, Huaiyin Institute of Technology, China</p></fn>
<fn fn-type="edited-by"><p>Reviewed by: Pankaj Bhatt, South China Agricultural University, China; Sikandar I. Mulla, REVA University, India</p></fn>
<corresp id="c001">&#x002A;Correspondence: Anna Barra Caracciolo, <email>anna.barracaracciolo@irsa.cnr.it</email></corresp>
<fn fn-type="other" id="fn004"><p>This article was submitted to Microbiotechnology, a section of the journal Frontiers in Microbiology</p></fn>
</author-notes>
<pub-date pub-type="epub">
<day>22</day>
<month>09</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="collection">
<year>2021</year>
</pub-date>
<volume>12</volume>
<elocation-id>740118</elocation-id>
<history>
<date date-type="received">
<day>12</day>
<month>07</month>
<year>2021</year>
</date>
<date date-type="accepted">
<day>12</day>
<month>08</month>
<year>2021</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#x00A9; 2021 Rolando, Barra Caracciolo, Grenni, Mariani, Rauseo, Spataro, Garbini, Visca and Patrolecco.</copyright-statement>
<copyright-year>2021</copyright-year>
<copyright-holder>Rolando, Barra Caracciolo, Grenni, Mariani, Rauseo, Spataro, Garbini, Visca and Patrolecco</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/"><p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p></license>
</permissions>
<abstract>
<p>The anionic surfactant sodium lauryl ether sulfate (SLES) is the main component of most commercial foaming agents (FAs) used in the excavation of highway and railway tunnels with Earth pressure balance-tunnel boring machines (EPB-TBMs). Several hundreds of millions of tons of spoil material, consisting of soil mixed with FAs, are produced worldwide, raising the issue of their handling and safe disposal. Reducing waste production and reusing by-products are the primary objectives of the &#x201C;circular economy,&#x201D; and in this context, the biodegradation of SLES becomes a key question in reclaiming excavated soils, especially at construction sites where SLES degradation on the spot is not possible because of lack of space for temporary spoil material storage. The aim of the present work was to apply a bacterial consortium (BC) of SLES degraders to spoil material excavated with an EPB-TBM and coming from a real construction site. For this purpose, the BC capability to accelerate SLES degradation was tested. Preliminary BC growth, degradation tests, and ecotoxicological evaluations were performed on a selected FA. Subsequently, a bioaugmentation experiment was conducted; and the microbial abundance, viability, and SLES concentrations in spoil material were evaluated over the experimental time (0.5, 3, 6, 24, 48, and 144 h). Moreover, the corresponding aqueous elutriates were extracted from all the soil samples and analyzed for SLES concentration and ecotoxicological evaluations with the bacterium <italic>Aliivibrio fischeri</italic>. The preliminary experiments showed the BC capability to grow under 14 different concentrations of the FA. The maximum BC growth rates and degradation efficiency (100%) were achieved with initial SLES concentrations of 125, 250, and 500 mg/L. The subsequent bioaugmentation of the spoil material with BC significantly (sixfold) improved the degradation time of SLES (DT<sub>50</sub> 1 day) compared with natural attenuation (DT<sub>50</sub> 6 days). In line with this result, neither SLES residues nor toxicity was recorded in the soil extracts showing the spoil material as a by-product promptly usable. The bioaugmentation with BC can be a very useful for cleaning spoil material produced in underground construction where its temporary storage (for SLES natural biodegradation) is not possible.</p>
</abstract>
<kwd-group>
<kwd>anionic surfactant</kwd>
<kwd>foaming agents</kwd>
<kwd>spoil material</kwd>
<kwd>bioremediation</kwd>
<kwd>underground construction</kwd>
<kwd>bacterial consortium</kwd>
</kwd-group>
<counts>
<fig-count count="5"/>
<table-count count="2"/>
<equation-count count="1"/>
<ref-count count="57"/>
<page-count count="10"/>
<word-count count="8266"/>
</counts>
</article-meta>
</front>
<body>
<sec sec-type="intro" id="S1">
<title>Introduction</title>
<p>The anionic surfactant sodium lauryl ether sulfate (SLES) is the main component in most foaming agents (FAs) used in the excavation of highway and railway tunnels with Earth pressure balance-tunnel boring machines (EPB-TBMs) (<xref ref-type="bibr" rid="B6">Barra Caracciolo et al., 2017</xref>). FAs are used to change the mechanical properties and hydraulic behavior of soil, ensuring a malleable material that can be manageably excavated and transported to temporary areas (<xref ref-type="bibr" rid="B39">Peila, 2014</xref>; <xref ref-type="bibr" rid="B40">Peila et al., 2016</xref>). Due to the numerous tunneling projects currently in progress, several hundreds of millions of tons of soil debris (spoil material) are produced worldwide annually, raising the question of how to handle and dispose of them (<xref ref-type="bibr" rid="B45">Rahimzadeh et al., 2018</xref>; <xref ref-type="bibr" rid="B46">Rolando et al., 2020</xref>). Surfactants, including SLES, can be toxic for aquatic ecosystems if present at concentrations higher than the critical micellar one (<xref ref-type="bibr" rid="B6">Barra Caracciolo et al., 2017</xref>; <xref ref-type="bibr" rid="B31">Mariani et al., 2020</xref>; <xref ref-type="bibr" rid="B46">Rolando et al., 2020</xref>). The presence of SLES in spoil material can influence its recycling as a by-product; in fact, if the residual concentration of SLES is high, there can be toxic effects.</p>
<p>Previous experiments conducted on spoil material from tunnel excavation sites demonstrated that SLES was not toxic for terrestrial organisms (e.g., <italic>Lepidium sativum</italic> and <italic>Eisenia fetida</italic>) (<xref ref-type="bibr" rid="B21">Galli et al., 2019</xref>). However, in some cases, it showed detrimental effects on two aquatic species (<italic>Pseudokirchneriella subcapitata</italic> and <italic>Aliivibrio fischeri</italic>) (<xref ref-type="bibr" rid="B23">Grenni et al., 2018</xref>; <xref ref-type="bibr" rid="B20">Finizio et al., 2020</xref>; <xref ref-type="bibr" rid="B37">Patrolecco et al., 2020</xref>; <xref ref-type="bibr" rid="B9">Barra Caracciolo et al., 2021</xref>). Interestingly, the bacterium <italic>A. fischeri</italic> was shown to be very sensitive to SLES residues. In fact, a positive correlation between SLES concentrations and a toxic effect (inhibition of bioluminescence) on the bacterium was found in a 2-year monitoring of the spoil material from a highway construction site, making it possible to establish 2 mg/L as a &#x201C;threshold value&#x201D; of the toxic effect in the elutriates produced from spoil material (<xref ref-type="bibr" rid="B31">Mariani et al., 2020</xref>).</p>
<p>Reducing waste production and reusing by-products are the primary objectives of the &#x201C;circular economy,&#x201D; and in this context, the biodegradation of SLES becomes a key question in the safe reclaiming of excavated soils. Currently, tunnel debris can be used for refilling old quarries, road constructions, and green areas and as a raw material for industrial production (<xref ref-type="bibr" rid="B10">Bellopede and Marini, 2011</xref>).</p>
<p>Sodium lauryl ether sulfate has been shown to be a biodegradable compound in soils from tunnel excavation sites, but with highly variable degradation rates (<xref ref-type="bibr" rid="B5">Barra Caracciolo et al., 2019</xref>, <xref ref-type="bibr" rid="B9">2021</xref>). In fact, concentrations of SLES in the range of 27&#x2013;350 mg/kg showed variable half-lives (DT<sub>50</sub>) from 8 to 46 days (<xref ref-type="bibr" rid="B20">Finizio et al., 2020</xref>). These results were ascribable not only to the initial SLES concentrations but also to site-specific characteristics such as soil texture, depth, structure, mineralogy, microbial abundance, water content, and temperature, which influenced its biodegradation differently.</p>
<p>Although a natural attenuation (with no human intervention) of SLES is expected due to the environmental microorganisms present in the excavated soil, degradation times cannot always meet construction site requirements. In some cases, the spoil material can be temporarily stored at the construction site for the time needed for SLES biodegradation (<xref ref-type="bibr" rid="B5">Barra Caracciolo et al., 2019</xref>). This practice was successfully used in a recent tunnel construction site in Italy (<xref ref-type="bibr" rid="B31">Mariani et al., 2020</xref>). Unfortunately, in other cases, such as tunneling for a metro inside a city, an area for spoil material temporary storage is not available. In this case, the excavated materials have to be considered waste, requiring transportation, treatment, and disposal, with a significant increase in project costs and unnecessary landfill use (<xref ref-type="bibr" rid="B6">Barra Caracciolo et al., 2017</xref>; <xref ref-type="bibr" rid="B45">Rahimzadeh et al., 2018</xref>; <xref ref-type="bibr" rid="B37">Patrolecco et al., 2020</xref>).</p>
<p>In Italy, spoil material can be classified as a by-product if the chemical thresholds for some organic and inorganic contaminants (e.g., heavy metals, hydrocarbons C &#x003E; 12) are not exceeded (<xref ref-type="bibr" rid="B28">Italian Decree, 2017</xref>). However, there are no SLES soil concentration limits (Annex 4 of the Italian Decree 120/2017) in EU and national legislation (<xref ref-type="bibr" rid="B28">Italian Decree, 2017</xref>). Consequently, the possibility that soil debris can be really considered a safe by-product is strongly related to SLES persistence and their residual concentrations, which in turn depend on abiotic and biotic site-specific conditions.</p>
<p>Sodium lauryl ether sulfate degradation is common in environmental bacteria able to resist the toxic effects of SLES and to degrade it (<xref ref-type="bibr" rid="B5">Barra Caracciolo et al., 2019</xref>). Several Gamma-<italic>Proteobacteria</italic> possess esterase enzymes that are able to break the SLES ester bond (<xref ref-type="bibr" rid="B12">Bornscheuer, 2002</xref>; <xref ref-type="bibr" rid="B35">Panda and Gowrishankar, 2005</xref>). In a recent previous work, a bacterial consortium (BC) capable of degrading completely pure SLES within 24 h was selected using enrichment cultures. The BC consisted of Gamma-<italic>Proteobacteria</italic> (99%), and the predominant (ca. 90%) genus was <italic>Pseudomonas</italic> (<xref ref-type="bibr" rid="B46">Rolando et al., 2020</xref>).</p>
<p>The aim of the present work was to test if adding the SLES pre-grown microbial culture (BC) to spoil material from a tunnel construction site enhanced the removal of the anionic surfactant residues, with potentially significant economic and environmental benefits.</p>
</sec>
<sec id="S2" sec-type="materials|methods">
<title>Materials and Methods</title>
<sec id="S2.SS1">
<title>Chemicals</title>
<p>Methanol and chloroform of high-performance liquid chromatography (HPLC) grade, hydrochloric acid (37%), sulfuric acid (98%), and methylene blue were purchased from VWR (Radnor, PA, United States). Sodium hydrogen carbonate and anhydrous sodium carbonate were obtained from CARLO ERBA Reagents (Milan, Italy). SLES of technical grade purity was from BOC Sciences (Shirley, NY, United States). The stock solution of SLES (1,000 mg/L) was prepared in methanol and stored at &#x2212;20&#x00B0;C. The dilution of this stock solution was performed using ultrapure water. Ultrapure water (18 M&#x03A9;&#x22C5; cm quality) was obtained using a Milli-Q system Millipore (Bedford, MA, United States). Diatomaceous earth was purchased from Thermo Fisher Scientific Inc. (Waltham, MA, United States).</p>
</sec>
<sec id="S2.SS2">
<title>Analytical Determination of Sodium Lauryl Ether Sulfate in the Foaming Agent</title>
<p>The SLES concentration in FA solutions, used for the preliminary BC growth and degradation test described in the <italic>Chemicals</italic> section, was determined by applying the methylene blue active substances (MBAS) method<sup><xref ref-type="fn" rid="footnote1">1</xref></sup>. This method includes three consecutive chloroform extractions of the ionic-pair reaction between SLES and methylene blue. Subsequently, the absorbance of the SLES&#x2013;MBAS complex was measured with spectrophotometry at a wavelength of 650 nm (Lambda 25UV&#x2013;VIS spectrophotometer, PerkinElmer, Waltham, MA, United States). Finally, the SLES concentration was calculated using the equations obtained with the standard calibration curve (in the range from 0.05 to 4 mg/L of SLES), as previously described (<xref ref-type="bibr" rid="B5">Barra Caracciolo et al., 2019</xref>; <xref ref-type="bibr" rid="B37">Patrolecco et al., 2020</xref>). The limit of detection (LOD), calculated following the IUPAC method (<xref ref-type="bibr" rid="B29">IUPAC, 1999</xref>), was 0.013 mg/L.</p>
</sec>
<sec id="S2.SS3">
<title>Preparation of Elutriates From Soil Samples</title>
<p>The elutriates (soil water extracts) were produced from soil samples in a 1:10 (solid/liquid) ratio, as reported in <xref ref-type="bibr" rid="B23">Grenni et al. (2018)</xref>, following the procedure described in UNI EN 12457-4:2004 (<xref ref-type="bibr" rid="B55">UNI EN, 2004</xref>). This standard procedure was used to simulate possible leaching of SLES from soil to water. Briefly, an aliquot (10 g) of fresh soil sample was put into a 250-ml bottle, and the calculated amount of distilled water (taking into account the moisture of the soil sample) was added. The suspension was shaken for 24 h at 20&#x00B0;C in the dark and settled, and the supernatant was then centrifuged for 15 min at 9,000 rpm.</p>
</sec>
<sec id="S2.SS4">
<title>Analytical Determination of Sodium Lauryl Ether Sulfate in Soil and Elutriates</title>
<p>Sodium lauryl ether sulfate was extracted from soil samples with the pressurized liquid extraction (PLE) technique (Buchi mod. E-916; Cornaredo, Milan, Italy), using methanol as the extraction solvent and following the operative conditions reported in <xref ref-type="bibr" rid="B42">Pescatore et al. (2020)</xref>. The PLE extracts and aqueous elutriates were analyzed for SLES content using the spectrophotometric MBAS method (see section &#x201C;Analytical Determination of Sodium Lauryl Ether Sulfate in the Foaming Agent&#x201D;). The PLE recovery was 96.5 &#x00B1; 1.6%.</p>
</sec>
<sec id="S2.SS5">
<title>Preliminary Bacterial Consortium Growth and Degradation Test on the Foaming Agent Selected</title>
<p>The previously isolated BC, capable of degrading pure SLES in 24 h and using it as the only carbon source (<xref ref-type="bibr" rid="B46">Rolando et al., 2020</xref>), was initially tested on a commercial FA consisting of a water solution of SLES (16%). FA was selected because it is one of the most common commercial products used in Italy and Europe for tunnel excavation with EPB-TBMs.</p>
<p>The capability of the BC to grow on different FA amounts was tested. For this purpose, various FA water solutions were prepared to obtain 14 SLES concentrations (0.5 mg/L, 1 mg/L, 2 mg/L, 4 mg/L, 8 mg/L, 16 mg/L, 31 mg/L, 62.5 mg/L, 125 mg/L, 250 mg/L, 500 mg/L, 1 g/L, 2 g/L, and 4 g/L). For each concentration, three replicates were considered. A control with only a mineral medium and a control with a mineral medium (MB1) and the BC were also set up. The bacterial growth was measured (every 15 min for 24 h) in terms of optical density (OD, 600<sub>nm</sub>), using a Multiskan Sky Microplate Spectrophotometer (Thermo Fisher Scientific). A 96-well plate was used to incubate the cultures at 37&#x00B0;C with a background shaking (180 rpm) and then read with the spectrophotometer for BC growth.</p>
<p>The capability of the BC to degrade the FA was then verified with the five concentrations that showed the highest growth rates (125 mg/L, 250 mg/L, 500 mg/L, 1 g/L, 2 g/L, and 4 g/L). Culture flasks (100 ml, three replicates for each condition) containing MB1 and FA solutions were incubated at 28&#x00B0;C in the dark and maintained on a rotary shaker at 130 rpm. A control with only MB1 and a control with MB1 and the BC were also set up. Cell growth (OD) and SLES concentration (% residual SLES concentration) were measured at 0, 6, 24, and 48 h.</p>
</sec>
<sec id="S2.SS6">
<title>Ecotoxicological Evaluation (EC<sub>20</sub> and EC<sub>50</sub>) of the Foaming Agent</title>
<p>The intrinsic toxicity of the FA was evaluated using the bioluminescent bacterium <italic>A. fischeri</italic>, following the UNI EN ISO 11348-3:2019 protocol, reported in detail in section &#x201C;<italic>Aliivibrio fischeri</italic> Acute Toxicity Test.&#x201D; The test with <italic>A. fischeri</italic> was used because previous studies have demonstrated it to be very sensitive to SLES residues in spoil material (<xref ref-type="bibr" rid="B23">Grenni et al., 2018</xref>; <xref ref-type="bibr" rid="B31">Mariani et al., 2020</xref>; <xref ref-type="bibr" rid="B37">Patrolecco et al., 2020</xref>).</p>
<p>The FA toxicity was expressed as the effective concentration (EC), i.e., the concentration that causes an effect (bioluminescence inhibition in percentage) on 20% (EC<sub>20</sub>) or 50% (EC<sub>50</sub>) of the organisms tested.</p>
<p>A higher EC value corresponds to a lower ecotoxicological effect. The EC<sub>20</sub> and EC<sub>50</sub> were determined using the Basic Test (81.9%) performed three times. The bacterium <italic>A. fischeri</italic> was exposed to various FA concentrations prepared with subsequent dilutions (using distilled water) from an FA stock solution (105 mg/L). Seven diluted solutions (in the range 1.34&#x2013;86.00 mg/L) of the FA were used. The EC<sub>20</sub> and EC<sub>50</sub> were statistically estimated (Microtox Omni<sup>&#x00AE;</sup> software V 4.2, Milan, Italy). Based on the results obtained (see sections &#x201C;Preliminary Bacterial Consortium Growth and Degradation Test on the Foaming Agent Selected&#x201D; and &#x201C;Ecotoxicological Evaluation (EC<sub>20</sub> and EC<sub>50</sub>) of the Foaming Agent&#x201D;), the commercial product FA was used for the subsequent bioaugmentation and ecotoxicological experiments, as described in the following paragraphs.</p>
</sec>
<sec id="S2.SS7">
<title>Bioaugmentation Experiment With Spoil Material From the Construction Site</title>
<p>The soil samples consisted of spoil material directly obtained from the EPB-TBM operating in a railway tunnel construction in Southern Italy. The experimental set consisted of glass beakers (2,000-ml capacity) filled with about 800 g of the excavated soil. The spoil material consisted of a silty clay soil conditioned with the commercial FA containing SLES (16%). The FA treatment ratio was 1.017 L/m<sup>3</sup>, which corresponded to an expected SLES concentration of 130 mg/kg. The soil water content was 60%, corresponding to 70% of the maximum soil water-holding capacity.</p>
<p>The BC was seeded on the spoil material to test its capability to accelerate the FA degradation.</p>
<p>The overall experimental conditions were as follows (three replicates for each condition):</p>
<list list-type="simple">
<list-item>
<label>-</label>
<p>Soil batches with the FA and the BC: <bold>FA + BC soil</bold>.</p>
</list-item>
<list-item>
<label>-</label>
<p>Soil batches with only the FA: <bold>FA soil</bold>.</p>
</list-item>
<list-item>
<label>-</label>
<p>Soil batches with only the BC: <bold>BC soil</bold>.</p>
</list-item>
<list-item>
<label>-</label>
<p>Untreated soil batches: <bold>Control</bold>.</p>
</list-item>
</list>
<p>The overall experimental set was maintained at room temperature 20 &#x00B1; 2&#x00B0;C and kept open in order to simulate the temporary storage of the spoil material at the construction site. At selected times (0.5, 3, 6, 24, 48, and 144 h), three subsamples of soil from each batch were collected to analyze the microbial community [4&#x2019;,6-diamidino-2-phenylindole (DAPI) counts and Live/Dead] and the concentration of SLES over time. Moreover, from each soil sample, the corresponding aqueous elutriate was produced (see section &#x201C;Preparation of Elutriates From Soil Samples&#x201D;) and analyzed for SLES concentration and ecotoxicological evaluations with the bacterium <italic>A. fischeri</italic>. All results refer to dry weight.</p>
</sec>
<sec id="S2.SS8">
<title>Preparation of the Bacterial Inoculum</title>
<p>The BC was cultured in a mineral medium [MB1: 0.8 g/L of K<sub>2</sub>HPO<sub>4</sub>, 0.2 g/L of KH<sub>2</sub>PO<sub>4</sub>, 0.05 g/L of CaSO<sub>4</sub>.2H<sub>2</sub>O, 0.5 g/L of MgSO<sub>4</sub>.7H<sub>2</sub>O, 0.01 g/L of FeSO<sub>4</sub>, and 1 g/L of (NH<sub>4</sub>)<sub>2</sub>SO<sub>4</sub>] with 250 mg/L of SLES and maintained at 28&#x00B0;C overnight. From the overnight static culture, the bacterial cells were centrifuged (9,000 rpm for 2 min) and re-suspended in distilled water and the latter plus the FA. Before the spoil material was seeded, the bacterial abundance and viability of the BC were also measured using the DAPI count and Live/Dead methods, respectively. The bacterial abundance was 2.19 &#x00D7; 10<sup>7</sup> &#x00B1; 1.22 &#x00D7; 10<sup>6</sup> cell/ml with a 90.7 &#x00B1; 0.2% of live cells.</p>
</sec>
<sec id="S2.SS9">
<title>Total Bacterial Abundance and Cell Viability by Epifluorescence Direct Methods</title>
<p>A fluorescence microscope (Leica DM 4000B, Leica Microsystems GmbH, Wetzlar, Germany) was used to observe and count the total bacterial abundance and cell viability. Briefly, total bacterial abundance (No. cells/g soil) was obtained (three subsample replicates) using aliquots of samples (ranging from 0.25 to 1 ml), fixed with formaldehyde (2% final concentration), and filtered through a 25-mm black polycarbonate membrane with a porosity of 0.2 &#x03BC;m (Whatman) using a gentle vacuum (&#x003C;0.2 bar). The filters were treated with DAPI as described in detail elsewhere (<xref ref-type="bibr" rid="B7">Barra Caracciolo et al., 2005a</xref>,<xref ref-type="bibr" rid="B8">b</xref>). The total number of bacterial cells using DAPI can detect all microbial cells in a sample regardless of their physiological status and metabolic activity.</p>
<p>Cell viability (% live cells/live + dead) was assessed (three subsample replicates) using aliquots of fresh samples (the same volumes used for total bacterial abundance), which were filtered through the same filters as for the DAPI counts. The filters were treated with two fluorescent dyes, SYBR Green II and propidium iodide, as described in detail elsewhere (<xref ref-type="bibr" rid="B24">Grenni et al., 2009</xref>). This method can detect the viability of microorganisms, because propidium iodide dye can only enter dead or damaged cells, and they appear red under a fluorescence microscope. Finally, the abundance of viable cells (No. viable cells/g soil) was calculated by multiplying the total bacterial abundance (obtained by DAPI counting) by cell viability.</p>
</sec>
<sec id="S2.SS10">
<title><italic>Aliivibrio fischeri</italic> Acute Toxicity Test</title>
<p>The acute toxicity test with <italic>A. fischeri</italic> was performed using a Microtox<sup>&#x00AE;</sup> analyzer (Model 500; Ecotox LDS, Milan, Italy) in accordance with the UNI EN ISO 11348-3: 2019 standard protocol (<xref ref-type="bibr" rid="B56">UNI EN, 2019</xref>). This test is based on the inhibition of the luminescence naturally emitted by the marine bacterium <italic>A. fischeri</italic> after its exposure to a toxic substance. Light output of the test organism, compared with a blank (toxic-free solution: distilled water containing 22% NaCl), was measured at least three times after each exposure period (5, 15, and 30 min). The difference in light output (between the sample and the blank) was ascribed to the matrix (elutriate) effect on the bacterium. The effect was calculated as a percentage of inhibition, using specific software (Microtox Omni<sup>&#x00AE;</sup> software V 4.2, Milan, Italy). Before the tests were carried out, the pH value of each elutriate was recorded and eventually corrected (range 6.0&#x2013;8.0) using an HCl 0.1 M solution (<xref ref-type="bibr" rid="B48">Scheerer et al., 2006</xref>), as required by the standard procedures. The coefficient of variation (CV%: standard deviation/mean &#x00D7; 100) as a validity criterion (has to be &#x003C;20%) was also calculated. The bacterial response (% bioluminescent inhibition) was considered toxic if it was more than 20% (<xref ref-type="bibr" rid="B41">Persoone et al., 2003</xref>), in accordance with the UNI EN ISO 11348-3:2019 protocol (UNI EN, 2019).</p>
</sec>
<sec id="S2.SS11">
<title>Statistical Analysis</title>
<p>Any differences among data were evaluated using the Kruskal&#x2013;Wallis test. The relationship between variables was calculated using a linear regression model. All statistical analyses were performed using R software version 4.1.0. Average and standard errors were estimated from three technical replicates of three biological replicates using MS Excel version 16.16.27. All figures were made using MS Excel version 16.16.27.</p>
</sec>
</sec>
<sec sec-type="results" id="S3">
<title>Results</title>
<sec id="S3.SS1">
<title>Preliminary Bacterial Consortium Growth and Degradation Test on the Foaming Agent Selected</title>
<p>A significant growth in the BC was observed with all 14 concentrations tested (<xref ref-type="fig" rid="F1">Figure 1</xref>), confirming that the anionic surfactant SLES contained in the FA was a suitable carbon source.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption><p>Bacterial consortium growth measured as optical density (OD) at 600<sub>nm</sub>, under 14 concentrations (from 0.5 mg/L to 4 g/L) of SLES. The vertical bars represent the standard errors. SLES, sodium lauryl ether sulfate.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmicb-12-740118-g001.tif"/>
</fig>
<p>The maximum BC growth rates are reported in <xref ref-type="table" rid="T1">Table 1</xref>. The growth rates were calculated with the following formula (<xref ref-type="bibr" rid="B32">Monod, 1949</xref>):</p>
<disp-formula id="S3.E1">
<label>(1)</label>
<mml:math id="M1">
<mml:mrow>
<mml:mi mathvariant="normal">&#x03BC;</mml:mi>
<mml:mo rspace="7.5pt">=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>o</mml:mi>
<mml:msub>
<mml:mi>g</mml:mi>
<mml:mn>10</mml:mn>
</mml:msub>
<mml:mi>O</mml:mi>
<mml:msub>
<mml:mi>D</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>-</mml:mo>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>o</mml:mi>
<mml:msub>
<mml:mi>g</mml:mi>
<mml:mn>10</mml:mn>
</mml:msub>
<mml:mi>O</mml:mi>
<mml:msub>
<mml:mi>D</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>-</mml:mo>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</disp-formula>
<p>where OD<sub><italic>x</italic></sub>, optical density measured at sampling time; OD<sub>0</sub>, optical density measured at time 0; t<sub><italic>x</italic></sub>, sampling time; and t<sub>0</sub>, time 0.</p>
<table-wrap position="float" id="T1">
<label>TABLE 1</label>
<caption><p>Maximum growth rates of the bacterial consortium grown under 14 different SLES concentrations.</p></caption>
<table cellspacing="5" cellpadding="5" frame="hsides" rules="groups">
<thead>
<tr>
<td valign="top" align="left">SLES concentration (mg/L)</td>
<td valign="top" align="center">4,000</td>
<td valign="top" align="center">2,000</td>
<td valign="top" align="center">1,000</td>
<td valign="top" align="center">500</td>
<td valign="top" align="center">250</td>
<td valign="top" align="center">125</td>
<td valign="top" align="center">62.5</td>
<td valign="top" align="center">31</td>
<td valign="top" align="center">16</td>
<td valign="top" align="center">8</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">0.5</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">&#x03BC;<sub>max</sub> (h<sup>&#x2013;1</sup>)</td>
<td valign="top" align="center">0.037</td>
<td valign="top" align="center">0.047</td>
<td valign="top" align="center">0.043</td>
<td valign="top" align="center">0.044</td>
<td valign="top" align="center">0.043</td>
<td valign="top" align="center">0.043</td>
<td valign="top" align="center">0.037</td>
<td valign="top" align="center">0.035</td>
<td valign="top" align="center">0.037</td>
<td valign="top" align="center">0.023</td>
<td valign="top" align="center">0.018</td>
<td valign="top" align="center">0.014</td>
<td valign="top" align="center">0.013</td>
<td valign="top" align="center">0.010</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn><p><italic>SLES, sodium lauryl ether sulfate.</italic></p></fn>
<fn><p><italic>&#x03BC;<sub>max</sub> = maximum growth rate during the exponential phase.</italic></p></fn>
</table-wrap-foot>
</table-wrap>
<p>The five SLES concentrations (125 mg/L, 250 mg/L, 500 mg/L, 1 g/L, and 2 g/L), which showed significantly (<italic>p</italic> &#x003C; 0.01, Kruskal&#x2013;Wallis test) higher BC growth rates, were used for the subsequent degradation experiment.</p>
<p>The BC was capable of growing with all five SLES concentrations tested (<xref ref-type="fig" rid="F2">Figure 2A</xref>). However, a complete degradation of the anionic surfactant was observed at 48 h only with the 125, 250, and 500 mg/L concentrations (<xref ref-type="fig" rid="F2">Figure 2B</xref>).</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption><p><bold>(A)</bold> Growth of the BC (OD at 600<sub><italic>nm</italic></sub>) on the foaming agent containing SLES. <bold>(B)</bold> Biodegradation of SLES (residual concentration) at five concentrations (125 mg/L, 250 mg/L, 500 mg/L, 1 g/L, and 2 g/L). The vertical bars represent the standard errors. BC, bacterial consortium; SLES, sodium lauryl ether sulfate.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmicb-12-740118-g002.tif"/>
</fig>
</sec>
<sec id="S3.SS2">
<title>Ecotoxicological Evaluation (EC<sub>20</sub> and EC<sub>50</sub>) of the Foaming Agent</title>
<p>The dose&#x2013;response relationship between the FA concentration and the bioluminescence inhibition (%) after 30 min of exposure of the bacterium <italic>A. fischeri</italic> was determined. The EC<sub>20</sub> and EC<sub>50</sub> average values for the FA were 3.66 &#x00B1; 0.72 (corresponding to 0.59 mg/L of SLES) and 10.34 &#x00B1; 1.20 (corresponding to 1.66 mg/L of SLES) mg/L, respectively. In both cases, the CV% was less than 20%.</p>
</sec>
<sec id="S3.SS3">
<title>Bioaugmentation Experiment</title>
<sec id="S3.SS3.SSS1">
<title>Total Microbial Abundance and Cell Viability in Soil</title>
<p>The initial microbial abundance (expressed as No. of live cells/g soil) in the spoil material used for the bioaugmentation experiment was similar in all conditions (1.65 &#x00D7; 10<sup>6</sup> &#x00B1; 1.24 &#x00D7; 10<sup>5</sup>). FA treatment did not have any initial detrimental effect on this microbiological parameter. An increasing trend in microbial numbers was observed between 0.5 and 48 h. A significantly (<italic>p</italic> &#x003C; 0.01, Kruskal&#x2013;Wallis test) higher abundance was observed in the bioaugmented soil (FA + BC soil), with a peak at 48 h (<xref ref-type="fig" rid="F3">Figure 3</xref>).</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption><p>Number of live cells (No. live cells/g soil) evaluated using direct fluorescence methods at different experimental times (0.5&#x2013;144 h) in the various conditions. Control: untreated soil batches; BC soil: soil batches with only the bacterial consortium; FA soil: soil batches with only the foaming agent; FA + BC soil: soil batches with the foaming agent and the bacterial consortium. The vertical bars represent the standard errors.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmicb-12-740118-g003.tif"/>
</fig>
</sec>
<sec id="S3.SS3.SSS2">
<title>Sodium Lauryl Ether Sulfate Concentration in Soil and Elutriates</title>
<p>The residual concentrations of SLES measured over the experimental time (0.5, 3, 6, 24, 48, and 144 h) in the spoil material and in the corresponding elutriates produced are shown in <xref ref-type="fig" rid="F4">Figure 4</xref> and <xref ref-type="table" rid="T2">Table 2</xref>, respectively. The initial SLES amounts in the spoil material (FA soil) and in the bioaugmented soil (FA + BC soil) were 136 &#x00B1; 3.6 and 132.3 &#x00B1; 2.8 mg/kg, respectively.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption><p>SLES degradation in soil batches with only the foaming agent (FA soil) and soil batches with the foaming agent and the bacterial consortium (FA + BC soil). <bold>(A)</bold> Residual concentrations of SLES expressed in percentage (%) over the experimental time (144 h). <bold>(B)</bold> Plot of ln(C<sub>t</sub>/C<sub>0</sub>) versus time for calculating the theoretical SLES DT<sub>50</sub> (days) by the linear regression equations. The vertical bars represent the standard errors. SLES, sodium lauryl ether sulfate.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmicb-12-740118-g004.tif"/>
</fig>
<table-wrap position="float" id="T2">
<label>TABLE 2</label>
<caption><p>SLES concentrations (mg/L) in elutriates obtained from the soil samples of the conditioned batches (FA soil and FA C BC soil) over the experimental time; SE = standard error.</p></caption>
<table cellspacing="5" cellpadding="5" frame="hsides" rules="groups">
<thead>
<tr>
<td valign="top" align="left"></td>
<td valign="top" align="center" colspan="4">SLES (mg/L) in elutriates<hr/></td>
</tr>
<tr>
<td/>
<td valign="top" align="center">0.5 h</td>
<td valign="top" align="center">24 h</td>
<td valign="top" align="center">48 h</td>
<td valign="top" align="center">144 h</td>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">FA soil</td>
<td valign="top" align="center">6.0 &#x00B1; 0.01</td>
<td valign="top" align="center">5.4 &#x00B1; 0.01</td>
<td valign="top" align="center">2.2 &#x00B1; 0.00</td>
<td valign="top" align="center">1.2 &#x00B1; 0.00</td>
</tr>
<tr>
<td valign="top" align="left">FA + BC soil</td>
<td valign="top" align="center">5.2 &#x00B1; 0.00</td>
<td valign="top" align="center">1.0 &#x00B1; 0.01</td>
<td valign="top" align="center">0.2 &#x00B1; 0.00</td>
<td valign="top" align="center">&#x003C;LOD<xref ref-type="table-fn" rid="t2fn1"><sup>a</sup></xref></td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn><p><italic>SLES, sodium lauryl ether sulfate;</italic></p></fn>
<fn><p><italic>FA, foaming agent;</italic></p></fn>
<fn><p><italic>BC, bacterial consortium.</italic></p></fn>
<fn id="t2fn1"><p><italic><sup><italic>a</italic></sup>LOD, limit of detection.</italic></p></fn>
</table-wrap-foot>
</table-wrap>
<p>In the bioaugmented soil (FA + BC soil), 91% of SLES was degraded at 144 h. At the same sampling time, in the absence of the BC, only 54% of SLES was degraded (FA soil; <xref ref-type="fig" rid="F4">Figure 4A</xref>).</p>
<p>The degradation pathways followed first-order kinetics, and the theoretical values of the disappearance time of 50% of the initial SLES concentrations (DT<sub>50</sub>) were calculated from correlations (<italic>r</italic><sup>2</sup> = 0.93 for FA + BC soil and 0.95 for FA soil; <italic>p</italic>-value &#x003C; 0.01) between concentrations [expressed as ln(C<sub>t</sub>/C<sub>0</sub>), where C<sub>t</sub>, SLES concentration at the sampling time and C<sub>0</sub>, SLES concentration at day 0] versus time (<xref ref-type="fig" rid="F4">Figure 4B</xref>).</p>
<p>The SLES concentration in the elutriates reflected that of the soil samples (<xref ref-type="table" rid="T2">Table 2</xref>). To the SLES initial concentrations in the spoil material of 136 and 132.3 mg/kg corresponded 6.0 and 5.2 mg/L of SLES in the elutriates produced from FA soil and FA + BC soil conditions, respectively.</p>
<p>In line with the SLES degradation observed in soil, the anionic surfactant also decreased over time in the corresponding water extract. In the bioaugmented soil, significantly lower SLES residues were detected; for example, at 24 h, a SLES concentration of 1 mg/L was found in FA + BC soil and at the same time of 5.4 mg/L in FA soil. At the end of the bioaugmentation experiment, no SLES residues were found in the FA + BC soil condition.</p>
</sec>
<sec id="S3.SS3.SSS3">
<title><italic>Aliivibrio fischeri</italic> Acute Toxicity Test</title>
<p>The <italic>A. fischeri</italic> test (<xref ref-type="fig" rid="F5">Figure 5</xref>) was performed on water extracts (elutriates) of unconditioned (Control) and conditioned (FA soil and FA + BC soil) soils from the bioaugmentation experiment. The test was executed on samples collected at selected times (0.5, 24, 48, and 144 h).</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption><p>Bioluminescence inhibition (%) of <italic>Aliivibrio fischeri</italic> bacterium exposed for 30 min to elutriates from FA, FA + BC soil, and Control at selected experimental times (0.5, 24, 48, and 144 h) of the bioaugmentation experiment. Control: untreated soil batches; FA soil: soil batches with only the foaming agent; FA + BC soil: soil batches with the foaming agent and the bacterial consortium. The bars represent the standard errors. The black line represents the threshold of toxicity (20%).</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="fmicb-12-740118-g005.tif"/>
</fig>
<p>In the Control condition (as expected), the bacterial bioluminescence was not inhibited. At the start (0.5 h) of the experiment, a toxic effect (bioluminescence inhibition &#x003E;20%) was observed in elutriates of both FA and FA + BC soil; at the subsequent sampling, FA + BC soil elutriates did not show any toxicity for the <italic>A. fischeri</italic> bacterium. On the other hand, a toxic effect (bioluminescence inhibition &#x003E;20%) was observed in FA soil until 48 h.</p>
<p>All validity criteria for the test were met, and all the data reported can therefore be considered valid.</p>
</sec>
</sec>
</sec>
<sec sec-type="discussion" id="S4">
<title>Discussion</title>
<p>The aim of the present work was to test the capability of a previously isolated BC to enhance SLES degradation, in FA-conditioned soil collected from a tunnel construction site, in order to verify its possible use for routine bioaugmentation purposes. Bioaugmentation is a green technology used successfully for bioremediation of soil and water from several contaminants (e.g., petroleum hydrocarbons and pesticides) (<xref ref-type="bibr" rid="B22">Gentry et al., 2004</xref>; <xref ref-type="bibr" rid="B1">Abatenh et al., 2017</xref>; <xref ref-type="bibr" rid="B3">Arora, 2018</xref>). It consists in adding exogenous microbial populations or autochthonous ones (as in this work) with the catabolic potential to remove specific pollutants, such as pesticides (<xref ref-type="bibr" rid="B43">Plangklang and Reungsang, 2011</xref>; <xref ref-type="bibr" rid="B52">Sun et al., 2020</xref>). One advantage of bioaugmentation is that the degradation process starts as soon as specific microbial degraders are introduced (<xref ref-type="bibr" rid="B57">Wu et al., 2019</xref>). The success of bioaugmentation depends on the ability of the inoculated microorganisms to continue their activity in the environment as long as necessary for contaminant removal. However, if the degradation times are relatively long (such as in the case of pesticides), competitive interactions with non-degrading microbial populations can occur, and specific environmental conditions can limit bioaugmentation efficiency during <italic>in situ</italic> remediation (<xref ref-type="bibr" rid="B26">Hibbing et al., 2010</xref>; <xref ref-type="bibr" rid="B4">Asok and Jisha, 2012</xref>; <xref ref-type="bibr" rid="B51">Stelting et al., 2014</xref>; <xref ref-type="bibr" rid="B13">Cavinato et al., 2017</xref>).</p>
<p>The fact that in our work the bacterial populations were isolated from the same soil and that SLES removal times were very low made this bioremediation strategy an example of a real nature-based solution.</p>
<p>Although there are several works (<xref ref-type="bibr" rid="B15">Cyco&#x0144; et al., 2017</xref>; <xref ref-type="bibr" rid="B34">Nur Zaida and Piakong, 2018</xref>; <xref ref-type="bibr" rid="B53">Tondera et al., 2021</xref>) dealing with contaminant removal by bioaugmentation, most of them have been performed using culture media and/or in liquid media and at concentrations which do not reflect those found in real contamination scenarios (<xref ref-type="bibr" rid="B49">Silva et al., 2004</xref>). There are few works in which adding microbial strains to soil improved degradation of organic contaminants in field studies or directly in environmental soil samples. Bioaugmentation can be applied using single microbial populations or a microbial consortium. For example, microbial consortia have been reported to degrade oils in polluted soil (<xref ref-type="bibr" rid="B50">Silva-Castro et al., 2012</xref>), in waste lubricating oil (<xref ref-type="bibr" rid="B11">Bhattacharya et al., 2015</xref>), in seawater (<xref ref-type="bibr" rid="B16">Dellagnezze et al., 2016</xref>), and in petroleum hydrocarbon in contaminated groundwater (<xref ref-type="bibr" rid="B44">Poi et al., 2018</xref>) and triazines in water and soil (<xref ref-type="bibr" rid="B33">Nasseri et al., 2014</xref>; <xref ref-type="bibr" rid="B47">Sagarkar et al., 2014</xref>). Triazine degradation has been performed in several bioaugmentation experiments with concentrations of these herbicides much higher than those commonly found in soil, such as in the study by <xref ref-type="bibr" rid="B49">Silva et al. (2004)</xref>. However, in a recent work, <xref ref-type="bibr" rid="B14">Chen et al. (2021)</xref> showed the capability of a single bacterial population to degrade atrazine in a real contaminated soil (<xref ref-type="bibr" rid="B14">Chen et al., 2021</xref>).</p>
<p>Most works on anionic surfactants are aimed at evaluating biodegradation of sodium dodecyl sulfate, linear alkylbenzene sulfonate, and SLES in activated sludge (<xref ref-type="bibr" rid="B27">Hosseini et al., 2007</xref>), industrial wastewater (<xref ref-type="bibr" rid="B30">Karray et al., 2016</xref>; <xref ref-type="bibr" rid="B19">Fedeila et al., 2018</xref>), municipal wastewater (<xref ref-type="bibr" rid="B17">de Faria et al., 2019</xref>), and wastewater treatment plants (<xref ref-type="bibr" rid="B38">Paulo et al., 2017</xref>), because they are contaminants widely used in cosmetics, cleaning products, and personal care products (<xref ref-type="bibr" rid="B6">Barra Caracciolo et al., 2017</xref>; <xref ref-type="bibr" rid="B25">Hashim et al., 2018</xref>).</p>
<p>On the other hand, there have been no bioaugmentation experiments for remediating SLES, except for the work by <xref ref-type="bibr" rid="B18">Dhouib et al. (2003)</xref>. These authors found a bacterial population of Gamma-<italic>Proteobacteria</italic> (<italic>Citrobacter braakii</italic>) that was able to degrade high concentrations of SLES in an enrichment culture using wastewater samples from a cosmetic plant as the inoculum. This work supports our results and the role of Gamma-<italic>Proteobacteria</italic> class in removing this anionic surfactant. Interestingly, in our study, where the soil came from a real construction site and the surfactant concentrations (130 mg/kg) were those used for the excavation, the bioaugmentation of the spoil material with the BC significantly (sixfold) improved the natural degradation time of SLES. Moreover, from an applied perspective, using a microbial consortium rather than a pure culture is more advantageous because it provides the metabolic diversity and robustness needed for field applications (<xref ref-type="bibr" rid="B54">Tyagi et al., 2011</xref>).</p>
<p>Finally, the ecotoxicological results confirmed the depollution of the soil (SLES in elutriates did not exert any toxicological effect) and the high sensitivity of <italic>A. fischeri</italic> to SLES residues higher than 2 mg/L (before SLES degradation), in line with the findings of previous works (<xref ref-type="bibr" rid="B31">Mariani et al., 2020</xref>; <xref ref-type="bibr" rid="B37">Patrolecco et al., 2020</xref>). The use of this ecotoxicological test in supporting chemical analysis is very powerful because it is an effective tool that can evaluate an overall matrix toxicity including chemicals (e.g., possible metabolites and/or unknown elements present in soil) non-directly analyzed. Other studies used <italic>A. fischeri</italic> as an effective screening test for soil samples (<xref ref-type="bibr" rid="B36">Parvez et al., 2006</xref>; <xref ref-type="bibr" rid="B2">Abbas et al., 2018</xref>).</p>
</sec>
<sec sec-type="conclusion" id="S5">
<title>Conclusion</title>
<p>Bioaugmentation with the BC identified at a construction site makes it possible to remove anionic surfactant residues and clean up spoil material in a few hours, ensuring a safe by-product and saving execution time and overall costs for the tunneling industry. To our knowledge, this study is the first using a SLES-degrading BC for bioaugmentation purposes in a contaminated soil from a real environmental scenario. This remediation strategy is a promising low-cost and nature-based solution, for a prompt and safe reuse of the spoil material, avoiding its temporary storage and unnecessary waste production and transfer to landfills. This technique could be used, e.g., in the case of metro tunneling inside a city or through mountains along a sea coast, where the lack of space prevents temporary storage of the spoil material for its natural attenuation. The overall results show how a diversified approach involving chemical, microbiological, and ecotoxicological assessments of polluted soil can improve our understanding of the biodegradability of pollutants in bioremediation strategies. Further studies are in progress for finding the best practice (e.g., alginate microspheres) for seeding the BC on a large scale in construction sites.</p>
</sec>
<sec sec-type="data-availability" id="S6">
<title>Data Availability Statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author/s.</p>
</sec>
<sec id="S7">
<title>Author Contributions</title>
<p>LR, AB, PG, LM, JR, FS, GG, AV, and LP: methodology, formal analysis, and validation. LR and AB: writing, original draft preparation, and editing. AB, PG, and LP: supervision. AB: funding acquisition. All authors have read and agreed to the published version of the manuscript.</p>
</sec>
<sec sec-type="COI-statement" id="conf1">
<title>Conflict of Interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="disclaimer" id="s10">
<title>Publisher&#x2019;s Note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
</body>
<back>
<sec sec-type="funding-information" id="S8">
<title>Funding</title>
<p>This work was partially funded by Italferr Spa&#x2014;Project N. 100032057.</p>
</sec>
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<title>References</title>
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<fn id="footnote1">
<label>1</label>
<p><ext-link ext-link-type="uri" xlink:href="https://www.nemi.gov/methods/method_summary/7612/">https://www.nemi.gov/methods/method_summary/7612/</ext-link></p></fn>
</fn-group>
</back>
</article>
