Keywords
wastewater treatment lagoon; SARS -CoV-2; wastewater-based epidemiology; wastewater surveillance; 29
COVID-19; pepper mild mottle virus 30
31
32
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1. Introduction 33
In late 2019, cases of COVID-19 began to spread rapidly internationally (Li et al., 2020) . It became clear to 34
public health officials across the world that this new disease, caused by the severe acute respiratory synd rome 35
coronavirus 2 (SARS -COV-2) (Eurosurveillance Editorial Team, 2020) , was rapidly becoming a pandemic-potential 36
pathogen due to its relatively low virulence but high degree of infectiousness (He et al., 2020). More than a year after 37
the first cases of COVID-19, the world is still grappling with the disease and newer and more infectious variants of the 38
virus are spreading (Duong, 2021; Galloway et al., 2021; Volz et al., 2020; Walensky et al., 2021), causing widespread 39
disease and death (WHO COVID-19 Dashboard https://covid19.who.int/). At the time of writing (May 20th, 2021), more 40
than 2.4% of the global population (191.1 M) has been infected by SARS-CoV-2, and 2.1% of those infected have died 41
(4.1 M) (WHO COVID-19 Dashboard). 42
Now widely applied in over 1,000 sites in more than 50 countries worldwide (Ahmed et al., 2020; Arora et al., 43
2020; Bivins et al., 2020b; D’Aoust et al., 2021a; Gonzalez et al., 2020; Mao et al., 2020; Medema et al., 2020; Naughton 44
et al., 2021; Polo et al., 2020; Randazzo et al., 2020; Sims an d Kasprzyk-Hordern, 2020; Thompson et al., 2020) , 45
Wastewater surveillance (WWS) efforts conducted with RT-qPCR are underway around the world, focused primarily in 46
larger metropolitan areas of higher income countries (Bivins et al., 2020b) . By and large rural communities and low-47
income countries have not had the same services afforded to them as urban and peri -urban communities (WEF 48
Network of Wastewater-Based Epidemiology, 2021) and higher income countries, which is based on numerous factors 49
that include but are not limited to: i) discrepancies in financial and material resources, ii) distance to research, academic 50
and governmental facilities capable of carrying out the analyses and iii) capacity of the local public health unit to take 51
in the results and act upon them. Furthermore, smaller, rural communities and low-income countries without larger 52
mechanical water resource recovery facilities may not have the staff, equipment or expertise to carry out sampling for 53
SARS-CoV-2 viral detec tion in wastewater (Haider et al., 2016; Naughton et al., 2021; Switzer et al., 2016) . Larger 54
facilities are often equipped with automatic composite samplers throughout the plant, making the implementation of a 55
WWS monitoring program in comparison relatively easy for routine purposes. Furthermore, there is a growing 56
consensus that higher concentrations of SARS-CoV-2 viral particles are found in wastewater solids (Chik et al., 2021; 57
D’Aoust et al., 2021b; Graham et al., 2020; Peccia et al., 2020; Pecson et al., 2021) and as such several WWS efforts 58
are now focusing on measuring signal from solid fractions of samples (Chik et al., 2021; Wolfe et al., 2021) . In small 59
and rural communities, harvesting solids may be p roblematic as d edicated solid separation units present in l arger 60
facilities located in urban and peri -urban communities may not exist in smaller facilities, requiring different sampling 61
approaches. Unfortunately, the limited resources available in small an d rural communities or lower income countries 62
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often compromise the WWS efforts. The communities may in turn be at the mercy of funding or mandate s due to the 63
lack physical, material and/or financial resources. As an example of the precariousness of WWS in smaller 64
communities, Finnish authorities recently announced in June 2021 that they would -be discontinuing SARS -CoV-2 65
WWS efforts in cities with populations smaller than 150,000 (Finnish institute for health and welfare, 2021). In contrast, 66
remote communities in the Northwest Territories of Canada have implemented wastewater surveillance to monitor the 67
communities for COVID-19 viral signal (Government of Northwest Territories, 2021), despite the low population of the 68
geographic area (<45,000). Having clear guidelines, appropriate analytical methods and lo w-cost strategies for 69
surveillance which are also applicable for smaller communities will therefore be critical to ensure that WWS efforts 70
service the most residents in each region. 71
Most WWS efforts attempt to predict trends of epidemiological metrics of COVID-19 in the general population 72
by quantifying increases and decreases in the rates of clinical cases of COVID-19 (Bivins et al., 2020a; D’Aoust et al., 73
2021a; Hill et al., 2020; Kumar et al., 2021; Polo et al., 2020). These environmental studies will often focus on collecting 74
samples within the raw influent or primary sludge due to the relatively high concentration of solids in these wastewater 75
streams (Hill et al., 2020). However, several municipalities operating smaller types of treatment systems such as waste 76
stabilization ponds, also known as wastewater treatment lagoons, do not have direct access to raw influent or primary 77
sludge. Smaller communities may however have direct access to the waste stabilization ponds and pumping/lift stations 78
(MOE Ontario, 2008). Wastewater treatment lagoons are commonly used in the world, with over 1,200 in operation in 79
Canada (Statistics Canada, 2016) , over 5,500 in Europe (Mara, 2009), and over 8,000 in the United States alone 80
(USEPA, 2011). Solids separation occurs in lagoons due to the slowing of flow velocities, leading to particle settling, 81
particularly in the same area of the lagoon that oxidizes carbonaceous deleterious substances or in lagoon areas or 82
isolated lagoon units designed specifically for solids sedimentation (Asano et al., 2007; D’Aoust et al., 2021c; Leblond 83
et al., 2020). As such, harvesting of wastewater solids in lagoon treatment systems with the goal of performing WWS 84
is very difficult due to potentially long retention times in lagoons, the degradation of RNA targets due to environmental 85
temperature fluctuations and the difficulty of collecting “fresh” solids from a lagoon representing current incidence of 86
COVID-19 in the community. Furthermore, as lagoon syst ems are located outdoors and exposed to ambient 87
temperatures, in locales where air temperatures can dip below freezing these systems may become difficult to sample 88
due to the presence of ice-cover. High temperatures during summer months and UV radiation fr om sunlight may also 89
further degrade viral RNA (Verbyla et al., 2017) . As a result, smaller communities may not have evident sampling 90
locations to collect wastewater samples containing SARS-CoV-2 viral particles which can accurately represent changes 91
in prevalence of the disease in the communi ty. Another factor easing the implementation of WWS programs in small 92
and rural communities is to see if the community is sewered or not. In communities that are not sewered and where 93
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centralized sampling points are not available, sewage brought to lagoons can be sampled from sewage and sludge 94
trucks while they are being emptied at the facility (Telliard, 1989). 95
In preparation for applying SARS-CoV-2 wastewater surveillance initiatives in a small sewered community in 96
Eastern Ontario (Canada), wastewater samples were collected from an access/sampling point situated between the 97
first and second cells of a lagoon treatment system , and from the last pumping station on the sewer network located 98
upstream of the lagoon treatment system. The specific objectives of this study were to: i) compare SARS-CoV-2 signal 99
at both sampling locations for strength of the RNA viral signal and RNA integrity and ii ) compare the higher integrity 100
longitudinal SARS-CoV-2 signal to existing community epidemiological data to ascertain the ability of WWS to track 101
and predict and correlate with trends in rates of incidence of COVID-19 in small and rural communities. 102
2. Experimental methods 103
Rural community sampling locations 104
The wastewater of a rural community of less than 5,000 inhabitants in Eastern Ontario (Canada) were sampled 105
in this study between October 2020 and May 2021 (Figure 1). The rural community is sewered , with the wastewater 106
flowing into the main pumping station located 1.3 km upstream of a wastewater treatment lagoon. The lagoon system 107
consists of 3 cells/ponds (total surface area of approximately 182,000 m 2) operated in-series that flow from cell #1 to 108
#2 to #3. The lagoon receives continuous inflow with an average daily flow rate of 2,110 m 3/d. The lagoon system 109
discharges to a nearby river twice annually, in Spring (Mar. 7th to May 15th) and Fall (Oct. 1st to Dec. 19th). The lagoon 110
system does not include a wetland component. Cell #3 has bottom -mounted aerators that are engaged prior to and 111
during discharge to strip hydrogen sulfide before the release of treated wastewater to the natural environment. To 112
control phosphorus concentrations in the final effluent of the lagoon treatment facility, a polyaluminum sulphate solution 113
is injected directly into the pressurized wastewater pipe following the pumping station (force main) immediately before 114
being released to the first cell of the lagoon system. The yearly average treatment efficiency of cBOD5, total suspended 115
solids, total phosphorus, total ammonia nitrogen, total Kjeldahl nitrogen and alkalinity is of 96.0%, 94.9%, 98.0%, 116
96.9%, 94.1% and 64.6% removal efficiency, respectively. 117
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Two locations were sampled for wastewater in the rural community : i) the upstream pumping station, which 118
receives the same annual volumetric flow of wastewater as the wastewater treatment lagoon system itself, and ii) an 119
access/sampling point situated between cells 1 and 2 of the lagoon treatment system (Figure 1). The wastewater travel 120
time between the pumping station and the inlet of the lagoon is approximately 15 minutes, while the residence time of 121
the wastewater at the sampling location between the two cells of the lagoon ranges significantly due to the annual 122
discharge design of the system (approximated residence times rang ing between 80 hours and 10 days during the 123
period of the study). The typical wastewater characteristics at the pumping station and at the lagoon effluent are shown 124
in Table 1. 125
126
127
Lagoon sampling point
Figure 1: Sampling locations and configurations: a ) geographic locations of pumping station and
lagoon, b ) lagoon treatment system consisting of three cells, identification of sampling point, c )
automatic sampler at pumping station, sampler dispenses samples into refrigerator, and d )
automatic sampler under the solar panel at lagoon sampling point and sampling point.
Lagoon
Pumping station
a)
b)
d)
c)
Automatic sampler location
Sampling point
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Table 1. Yearly average wastewater characteristics at the pumping station and lagoon effluent. 128
Yearly average pumping station
wastewater characteristics
(avg. ± standard dev.)
Yearly average pumping lagoon
wastewater characteristics
(avg. ± standard dev.)
cBOD5 (mg/L) 88.4 ± 80.3 3.5 ± 0.9
Total suspended solids (mg/L) 224.3 ± 154.1 11.4 ± 6.1
Total phosphorus (mg P/L) 8.0 ± 5.6 0.2 ± 0.1
Total ammonia nitrogen (mg N/L) 34.2 ± 10.5 1.1 ± 1.1
Total Kjeldahl nitrogen (mg N/L) 49.0 ± 20.9 2.9 ± 2.2
Alkalinity (mg/L as CaCO3) 356.2 ± 60.4 126.2 ± 34.0
129
Sample collection 130
At the pumping station, 24-hr composite samples of wastewater were collected every 3 to 7 days from October 131
16th, 2020, to May 2nd, 2021, using an ISCO 6700 series automatic sampler (Teledyne ISCO, Lincoln, NE, USA). The 132
autosampler located at the pumping station pumped the wastewater into a storage container located inside an adjacent 133
refrigerator to maintain the samples at 4°C until collection (within 24 hours). At the lagoon sampling point , 24 -hr 134
composite samples of wastewater were also collected every 3 to 7 days from Dec ember 3rd, 2020, to January 11 th, 135
2021. The autosampler located at the lagoon pumped the wastewater into a sealed bottle in an insulated foam container 136
located adjacent to the autosampler. Outdoor temperatures at the lagoon during the study period (Dec. 3r d, 2020, to 137
Jan. 11th, 2021) oscillated between -5.5°C and 1.3°C, hence allowing safe preservation of the samples between 138
sampling and collection without additional refrigeration being required. composite samples were comprised of twenty-139
four 50 mL aliquot s. During the pairwise comparison of both locations from Dec. 3rd, 2020, to Jan. 11th, 2021), t he 140
automatic samplers were programmed to collect samples at the same time at both locations. After every sampling cycle 141
ended, the composite samples were collected and were transported on ice to the laboratory for analysis. Once in the 142
laboratory, samples were concentrated immediately, and the result ing pellets were frozen at -30°C and processed 143
within 14 days. After January 11th, site access became difficult due to low outdoor temperatures, freezing of the lagoon, 144
and snowing conditions, making access to the automatic sampler highly difficult, which led to the cessation of sampling 145
at the lagoon. 146
Sample concentration, extraction, and PCR quantification 147
The composite samples were concentrated by allowing the samples to settle at 4°C for an hour, followed by 148
the decantation of the supernatant to isolate the settled solids fraction. 40 mL of remaining solid fraction was then 149
transferred to a 40 mL centrifuge tube and samples were then centrifuged for 45 mins at 10,000 x g at 4°C to isolate 150
the centrifuged pellet. Sample pellets which could not be immediately processed were frozen at -30°C for a period of 151
up to 14 days before being extra cted. RNA was extracted and purified from the resulting pellet using the RNeasy 152
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PowerMicrobiome kit (Qiagen, Germantown, MD, USA) using a QIAcube Connect automated extraction platform, with 153
the protocol modifications specified in an earlier study (D’Aoust et al., 2021b). The SARS-CoV-2 signal in the samples 154
was assayed using a singleplex one -step RT-qPCR targeting the N1 and N2 gene regions of SARS-CoV-2 genome. 155
The signal of pepper mild mottle virus (PMMoV) was also measured in each of the samples (samples were diluted 1/10 156
for measurements of PMMoV). In each PCR reaction, the reaction mix consisted of 1.5 µl of RNA template, 500 nM of 157
each of forward and reverse primer (IDT, Kanata, Canada) in 4x TaqMan® Fast Virus 1-step Mastermix (Thermo-Fisher, 158
USA) with 125 nM probe (IDT, Kanata, Canada) in final volume of 10 µl. The samples were run in triplicates with non -159
template controls and were quantified using a five-point gradient of the EDX SARS-CoV-2 COV-19 RNA standard 160
(Exact Diagnostics, USA). Reverse transcription (RT) was performed at 50°C for 5 minutes followed by RT inactivation 161
and initial denaturation at 95°C for 20 seconds. This was followed by 45 cycles of denaturation at 95°C for 3 seconds 162
and annealing/extension at 60°C for 30 seconds with a CFX Connect qPCR thermocycler (Bio-Rad, USA). The assay 163
limit of detection (ALOD, ≥95% detection) was assessed (D’Aoust et al., 2021b) and determined to be approximately 2 164
copies/reaction for both N1 and N2 SARS-CoV-2 gene targets. The assay limit of quantification (ALOQ, CV=35%) was 165
determined to be approximately 3.2 copies /reaction for N1 and 8.1 copies/reaction for N2 SARS-CoV-2 gene targets. 166
SARS-CoV-2 N1 and N2 gene region viral signals were normalized by dividing the N1 and N2 gene copies per reaction 167
by the PMMoV gene copies per reaction, as a means of normalizing the N1 and N2 signal by the quantity of fecal matter 168
in the sample (D’Aoust et al., 2021b, 2021a; Graham et al., 2020; Kitajima et al., 2018). Vesicular stomatitis virus (VSV) 169
was used as an internal control to monitor the efficiency of the viral concentration and extraction processes and was 170
spiked into the sample prior to extraction. The extraction efficiency quantified with the VSV spike -in was between 3 -171
4.5%. All samples were checked for inhibition by diluting the samples by a factor of 4 and 10 and measuring the 172
corresponding drop in signal of PMMoV. 173
Assessment of RNA Integrity 174
Samples were analysed for RNA integrity using an Agilent 2100 Bioanalyzer. RNA (2 µL) of each sample was 175
loaded on an RNA 6000 Pico Chip (#5067 -1513). Data analysis and RNA concentration calculations were performed 176
using Agilent’s proprietary 2100 Expert software (version B.02.10.SI764). 177
Collection of epidemiological data and correlation to wastewater viral signal 178
Weekly e pidemiological data was obtained from the ICES COVID -19 dashboard 179
(https://www.ices.on.ca/DAS/AHRQ/COVID-19-Dashboard) and the Eastern Ontario Health Unit (EOHU) dashboard 180
(https://eohu.ca/en/covid/covid-19-status-update-for-eohu-region). Correlation analyses were then performed between 181
the PMMoV-normalized SARS-CoV-2 viral signal in wastewater and the available epidemiological data. 182
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. 183
3. Results & discussion 184
During the pairwise comparison of samples collected from both locations at the same time-point, all samples 185
(5/5) from the pumping station showed detectable signal for the N1 and N2 gene regions of SARS -CoV-2 (Figure 2), 186
as well as for PMMoV. Measurements of viral signal for the N1 gene region of the samples collected from the pumping 187
station ranged from 5.5 x 10 3 - 4.6 x 10 4 genomic copies/L while measurements for the N2 gene region ranged from 188
4.3 x 10 3 – 3.2 x 10 4 genomic copies/L. Meanwhile, all composite samples collected at the lagoon sampling point 189
between cells #1 and #2 of the lagoon were below the ALOQ and the ALOD for the N1 and N2 gene , and 4 out of 5 190
samples had no detectable SARS-CoV-2 viral signal altogether. During the same short span of side-by-side test period, 191
PMMoV was only observed in three of the five lagoon samples. 192
In samples collected from the pumping station, measurements of PMMoV ranged from 1.4 x 10 5 – 4.8 x 106 193
genomic copies/L, and in lagoon samples with PMMoV measurements, the PMMoV concentration ranged from 6.9 x 194
102 – 9.9 x 105 genomic copies/L. The lack of PMMoV signal in some of the l agoon samples could potentially signify 195
that near complete RNA degradation of PMMoV RNA occurred in the lagoon. When comparing viral signal 196
measurements from the RT-qPCR analyses for the N1 and N2 SARS -CoV-2 gene regions and PMMoV between the 197
pumping station and lagoon samples, pairwise comparisons clearly outline a stronger detection of both SARS-CoV-2 198
N gene regions and PMMoV viral signal in the samples collected from the pumping station (Figure 2). Furthermore, 199
due to the ubiquity of PMMoV in wastewater, observing PMMoV measurements may allow to distinguish SARS-CoV-2 200
N1 and N2 gene region true non-detects from false-negatives caused by sample degradation or severe inhibition of the 201
sample (Hong et al., 2021). 202
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RNA of the SARS-CoV-2 and PMMoV targets in samples collected from the sampling location in the lagoon 203
may have experienced more degradation due to extended residence times within the lagoon . Although temperature 204
and storage time have been shown to affe ct SARS-CoV-2 viral signal degradation in wastewater (Hart and Halden, 205
2020), the similar storage temperature of the pumping station and lagoon samples during the pairwise study along with 206
the short storage time until analysis enable this study to isolate the difference in signals to the conditions of the two 207
sampling locations. Furthermore, due to the low temperature of the wastewater in the pumping station and within the 208
lagoon during the study, viral degradation due to elevated temperatures is not a likely pathway of degradation. It is also 209
possible that the RNA of the samples in the lagoon may have been subject to UV degradation once within the lagoon 210
itself (Fongaro et al., 2012; Verbyla et al., 2017) . Furthermore, as SARS-CoV-2 viral particles are believed to likely 211
partition preferentially to wastewater solids in typical wastewater conditions (Arora et al., 2020; Chakraborty et al., 2021; 212
0
20000
40000
60000
80000
N1 genomic copies/L
Dec. 3, 2020 Dec. 6, 2020 Dec. 10, 2020 Dec. 13, 2020 Jan. 11, 2021
LagoonPumping station
N.D. N.D. N.D. N.D. *
0
2×106
4×106
6×106
PMMoV genomic copies/L Dec. 3, 2020 Dec. 6, 2020 Dec. 10, 2020 Dec. 13, 2020 Jan. 11, 2021
N.D. N.D.N.D. N.D.
0
20000
40000
60000
80000
N2 genomic copies/L
Dec. 3, 2020 Dec. 6, 2020 Dec. 10, 2020 Dec. 13, 2020 Jan. 11, 2021
N.D. N.D. N.D. N.D. *
Figure 1: Comparison of genomic copies/L of pumping station samples and waste
stabilization pond samples over time for the N1 and N2 SARS -CoV-2 gene regions, and
PMMoV. Bars with a star (*) indicate that the sample signal was below the ALOQ.
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D’Aoust et al., 2021a; Graham et al., 2020; McLellan et al., 2021), a significant portion of the viral RNA may have settled 213
throughout the first lagoon cell as the flow velocity of the wastewater immediately decreases upon entering the lagoon 214
system’s first cell. Additionally, this facility doses polyaluminum sulphate for phosphorus abatement , which likely 215
contributes to a more rapid and pronounced settling of solids . It is believed that the polyaluminum may also help 216
flocculate SARS -CoV-2 genetic material , as evidenced by several studies employing aluminum -driven flocculation 217
concentration methods (Barril et al., 2021; Randazzo et al., 2020) . It is noted that all mechanisms contributing to 218
potential degradation of viral signal in the lagoon are symptomatic of treatment of wastewater in the lagoon. Further 219
investigations with a control location wh ich does not use polyaluminum sulphate could be conducted to verify this 220
hypothesis. 221
Total RNA concentrations were measured in a series of samples collected from the pumping station and the 222
lagoon sampling point. Results of the analyses are shown in Figure 3. RNA concentrations are distinctly lower in lagoon 223
samples as compared to pumping station samples. This is likely due to the presence of less fecally-associated biological 224
Acknowledgements
292
The authors wish to acknowledge the help and assistance of the University of Ottawa, the Ottawa Hospital, 293
the Children’s Hospital of Eastern Ontario, the Children’s Hospital of Eastern Ontario’s Research Institute, Public Health 294
Ontario and all their employees involved in the project. Their time, facilities, resources, and feedback are greatly 295
appreciated. The authors also wish to specifically outline the assistance of Mr. Alain Castonguay. 296
Funding 297
This research was supported by the Province of Ontario’s Wastewater Surveillance Initiative (WSI) . This 298
research was also supported by a CHEO (Children’s Hospital of Eastern Ontario) CHAMO (Children’s Hospital 299
Academic Medical Organization) grant, awarded to Dr. Alex E. MacKenzie. 300
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