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Antibiotic Resistant Gene Development in Wastewater Treatment Plants
Mariya Munir, Terence L. Marsh and Irene Xagoraraki
The increasing problem of the emergence of antibiotic resistant
genes (ARGs) and antibiotic resistant bacteria (ARB) is becoming a
major global health issue. Large amounts of antibiotics are released
into municipal wastewater because of either incomplete metabolism
in humans or disposal of unused antibiotics and finally find their way
into different natural environmental compartments. Human exposure
to these microbial contaminants (ARGs and ARB) can occur in
number of ways. We have detected high concentrations of ARGs and
ARB in biosolids (range of 5.61×106-4.32×109 copies/g and
3.17×104-1.85×109 CFU/g, respectively) in different wastewater
treatment plants (WWTPs) in Michigan. ARGs and ARB were also
detected in the final effluents (concentration range of Non-detect-
2.33x106 copies/100mL and 5.00×102-6.10×105 CFU/100mL,
respectively). WWTPs can be considered as important reservoirs for
the spread of antibiotic resistance to opportunistic pathogens and can
stimulate horizontal gene transfer among microbial species. The
objective of our current research is to understand the development of
ARGs within WWTPs with focus on bacteriophages as they can play
a major role in transferring ARGs via tranduction. An additonal goal
is to study WWTP operational conditions and engineering controls
that might influence the development of ARGs and ARB in the
environment.
ABSTRACT
Overall, the trends observed in concentration ranges at different sampling
points from all the wastewater treatment plants are:
raw influent > pre-disinfected effluent > post-disinfected effluent
Daily release loads of ARGs and ARB in the environment were found to
be higher through biosolids relative to effluents.
ARGs were detected in Phage DNA isolated from the sludge samples
CONCLUSIONS and FUTURE WORK
Acknowledgements We would like to thank the managers of all the wastewater treatment plants for providing the samples and information needed for this study.
REFERENCES Aminov, R. I., N. G-Jeanjean, and R. I. Mackie. 2000. Molecular ecology of Tetracycline Resistance:
Development and Validation of primers for detection of Tetracycline Resistance Genes Encoding
Ribosomal Protection Proteins. Appl. Environ. Microbiol. 67:22-32.
Pei, R., S.-C. Kim, K. H. Carlson, and A. Pruden. 2006. Effect of river landscape on the sediment
concentrations of antibiotics and corresponding antibiotic resistance genes (ARG). Water Res. 40:2427–
2435.
Suzuki, M. T., L. T. Taylor, and E. F. Delong. 2001. Quantitative Analysis of Small-Subunit rRNA
Genes in Mixed Microbial Populations via 59-Nuclease Assays. Appl. Environ. Microbiol. 66(11):4605-
4614.
Short Protocols in Molecular Biology : Ausubel, Brent, Kingston; 2nd Edition.
Colomer-Lluch, M., J. Jofre, and M. Muniesa. 2011. Antibiotic Resistance Genes in the
Bacteriophage DNA Fraction of Environmental Samples. PLoS ONE 6(3): e17549.
Positive control/ standard test
•Coliphage T4
•E.coli BREC607
(M9 supplement media)
ARGs detected
•Tet-W
•Tet-O
•Sul-I
Grow Pure Culture Plaque Assay
Environmental Sample
Phage Induction
Induced with Mitomycin C
(1µg/mL),
overnight shaking
Isolation of Phages
•Centrifugation
•Membrane Filtration (0.22µm)
PEG precipitation
Phage DNA Extraction
• Add DNase (100U/mL) and
Reaction Buffer , incubate @ 37°C
for 15mins
•Add Stop solution, incubate @ 70°C
for 10 mins
Real-time PCR
•PEG /NaCl mixed,
kept overnight @4°C
•Centrifugation
DNase Treatment
Activated Sludge
•Scrape soft agar with SM buffer
•Centrifugation
•Add chloroform in supernatant
•Store overnight @4°C
Titre phages Confirmation Plaque Assay
108 and 1010 pfu/mL
ARGs and ARB concentrations in the final effluent were found to be in the range of ND(non-
detectable)-2.33×106 copies/100mL and 5.00×102-6.10×105 CFU/100mL respectively.
Disinfection (Chlorination and UV) processes did not contribute in significant reduction of ARGs
and ARB (p>0.05).
Concentrations of ARGs and ARB in biosolids ranged from 5.61×106-4.32×109 copies/g and
3.17×104-1.85×109 CFU/g, respectively.
Fig.1 Log concentration (copies/100 mL) of tetracycline resistant genes (tetW, tetO), sulfonamide resistant
gene (SulI) and 16s rRNA gene abundance at different sampling points of all the five wastewater utilities.
Occurrence in WWTPs
Phage isolation protocol method was tested and optimized to get high
concentration recovery
Phage was successfully recovered and isolated from the high titer T4
coliphage suspension, followed by CsCl gradient for further purification
Fig.2 Concentration (copies/100 mL) of tetracycline resistant genes (tetW), sulfonamide resistant gene (SulI) abundance in phage DNA isolated from
activated sludge , East Lansing Wastewater Treatment Plant. Note: y-axis is in logarithmic scale.
To monitor gene transfer rate in activated sludge with different solid
retention times and temperatures.
Detection of ARGs in bacteriophage and bacteria from activated sludge
Concentration of ARGs in Phage DNA from returned activated sludge (RAS)
and primary sludge (PS) were found to be 3.84x102 and 8.14x103 copies/100mL
for Tet-W gene and 5.89x104and 7.9x104 copies/100mL for Sul-I gene,
respectively.
There was ~4-5 log difference between concentration of ARGs in phage DNA
and in bacterial DNA.
Tet-O gene was not detected in these samples.
Bacterial DNA extraction Real-time PCR
EAST
LANSING IMLAY ROMEO
TRAVERSE
CITY LANSING
Sludge
treatment Dewatering
Gravity
Thickening
Anaerobic
Digestion
Anaerobic
Digestion
Lime
Stabilization
Disposal of
sludge Landfill
Agricultural
land
Agricultural
land
Agricultural
land
Agricultural
land
Disposal rate
(dry tons per
year)
3596 118 125 850 4380
% solid 18.05% 1.49% 7.98% 4.85% 9.20%
Table 2: Biosolids Treatment Characteristics.
EAST
LANSING IMLAY ROMEO
TRAVERSE
CITY LANSING
Wastewater
treatment process
(Biological
treatment)
Activated
Sludge
(AS)
Oxidation
Ditch
(OD)
Rotating
Biological
Contactors
(RBCs)
Membrane
Biological Reactor
(MBR)
Activated
Sludge
(AS)
Capacity 18.8 MGD 0.9 MGD 2.1 MGD 17.0 MGD 37.0 MGD
Average flow 13.4 MGD 0.4 MGD 0.8 MGD 8.5 MGD 20.0 MGD
Discharge Rate 14.1 MGD 0.02 MGD 0.8 MGD 4.0 MGD 19.0 MGD
Disinfection Chlorine
(Cl)
Ultra-Violet
(UV)
Chlorine
(Cl)
Ultra-Violet
(UV)
Ultra-Violet
(UV)
Table 1: Wastewater Treatment Characteristics.
Target Primers Sequences
(5’-3’)
Annealing
temperatu
re (°C)
Amplico
n Size
(bp)
References
Tet-W
Tet-O
Sul-I
Bacteria
16srRNA
tet(W)-FV
tet(W)-RV
tet(O)-FW
tet(O)-RV
sul(I)-FW
sul(I)-RW
BACT1369F
PROK1492R
TM1389F
(Probe)
GAGAGCCTGCTATATGCCAGC
GGGCGTATCCACAATGTTAAC
ACGGARAGTTTATTGTATACC
TGGCGTATCTATAATGTTGAC
CGCACCGGAAACATCGCTGCAC
TGAAGTTCCGCCGCAAGGCTCG
CGGTGAATACGTTCYCGG
GGWTACCTTGTTACGACTT
CTTGTACACACCGCCCGTC
64
60
55.9
56
168
171
163
143
Aminov et al
2001
Aminov et al
2001
Pei et al
2006
Suzuki et al
2000
Table 3: Primers and Probes used in this study.