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Developing Tools to Attenuate Emerging
Contaminants in Onsite Wastewater
Treatment Systems
Gurpal Toor and Chris Wilson
2015 USDA-NIFA NIWQP and AFRI Annual Project Directors’ Meeting, Greensboro, NC
Yun-Ya Yang
Post-doctoral
Researcher
 Used to treat and dispose relatively small
amounts of wastewater-usually from
houses and businesses (mostly in rural
areas).
 Evolution: French prototype (only septic
tank). Introduced in 1883 in US. Drainfield
was added in 1930-40s.
 Today’s conventional septic system:
Septic tank and drainfield or leachfield or
soil treatment unit
Background: Septic Systems!
 Florida:
 ~2.5 million septic systems.
Used by 33% households or
~6 million people
 Annual discharge: 156 billion
gallons [40% located in
coastal areas]
 Population using septic systems to
dispose household wastewater:
 US: 25% of households
 Europe: 26% of households
 Australia: 20% of households
Objectives
Research: Investigate the occurrence, fate, and transport of
selected emerging contaminants (EC) from septic systems to
shallow groundwater.
Extension: Provide training, education, and outreach on the
risk and ways to reduce groundwater contamination by EC.
3
Research Objective # 1:
Fate of EC in Septic Drainfields
4
Center of a DrainfieldEC
TransportEffluent
Septic tank
• Investigate occurrence of EC in effluent and drainfields.
• Determine the mass balance of selected EC in drainfields.
5
Methods: Construction of Drainfields
Drip line
9 L/day of effluent (3L/ft2)
6 doses at 4 h intervals
Leachate
Effluent tank
Analysis
• Samples were analyzed by solid-phase extraction and LC-MS/MS
• Targeted 17 selected EC:
6
Markers/
Tracers
(2 )
Pharmaceuticals
(4)
Hormones
(3)
PCPs
(7)
Plasticizer
(1)
Sucralose
(sweetener)
Acetaminophen
(analgesic)
Estrone
(reproductive
hormone)
Triclosan
(anti-microbial
agent)
Bisphenol-A
(plasticizer)
Caffeine
(stimulate)
Carbamazepine
(anti-convulsant)
Estradiol
(reproductive
hormone)
Triclocarban
(antimicrobial agent)
Ibuprofen
(anti-inflammatory)
Sulfamethoxazole
(antibiotic)
Ethinyl Estradiol
(ovulation
inhibitor)
PARABENS
Butyl-
Ethyl-
Heptyl-
Methyl-
Propyl-
(preservatives)
7
Detection Frequency (Jan-Aug)
• 14 EC were detected in the effluent
• Most frequently detected compounds were:
• Markers: sucralose and caffeine (100%)
• Pharmaceuticals: acetaminophen and ibuprofen (>90%)
• Hormones: estrone (88%)
• PCPs: triclosan, triclocarban, ethyl-, methyl-, and propyl paraben (>90%)
• Bisphenol-A: 88%
0 20 40 60 80 100
Sucralose
Caffeine
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
17β-Estradiol
Triclosan
Triclocarban
Butyl Paraben
Ethyl Paraben
Heptyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Septic tank effluent
Sucralose
Caffeine
Acetaminophen
Ibuprofen
Triclosan
Triclocarben
Ethyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol‐A
N = 34
8
Detection Frequency (Jan-Aug)
• 12 EC were detected in leachate
• The most frequency detected compounds:
• Markers: sucralose (83%)
• Pharmaceuticals: ibuprofen (65%)
• Hormones: <20%
• PCPs: triclocarban (68%)
• Bisphenol-A: 48%
0 20 40 60 80 100
Sucralose
Caffeine
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
17β-Estradiol
Triclosan
Triclocarban
Butyl Paraben
Ethyl Paraben
Heptyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Leachate
Sucralose
Triclocarben
Bisphenol‐A
Ibuprofen
N = 120
0
100
200
300
400
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Rainfall(L)
0
20
40
60
80
100
120
140
160
180
200
0
10000
20000
30000
40000
50000
60000
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Clconcentration(mg/L)
Concentration(ng/L)
Sucralose
Caffeine
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
Triclosan
Triclocarban
Butyl Paraben
Ethyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Cl
Septic tank effluent
25-54,000 ng/L
N = 34
9
Temporal Variability (Individual) in Effluent
10
Temporal Variability of Tracers in Leachate
0
200
400
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Rainfall(L)
0
20
40
60
80
100
120
140
160
180
200
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
10000
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Clconcentration(mg/L)
Concentration(ng/L)
Sucralose
Cl
Leachate
290-8,900 ng/L
N = 120
Temporal Variability (Individual) in Leachate
0
200
400
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Rainfall(L)
N = 120
0
20
40
60
80
100
120
140
160
180
200
0
20
40
60
80
100
120
140
Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13
Clconcentration(mg/L)
Concentration(ng/L)
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
Estradiol
Triclocarban
Heptyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Cl
Leachate
6-130 ng/L
11
12
Summary: Mean Concentrations in Effluent & Leachate
• EC are present in effluent and septic drainfields
• Conc. decreased as effluent percolated in vadose zone
N = 34 N = 120
Septic tank effluent Leachate
Conc. were <50 ng/L
13
Mass Balance of EC in Drainfields
• <14% of applied EC in STE recovered in leachate
• >84% either remained (stored) in soil, degraded in unsaturated soil zone
• <2% plant uptake (based on literature)
0 20 40 60 80 100
Sucralose
Caffeine
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
Estradiol
Triclosan
Triclocarban
Butyl Paraben
Ethyl Paraben
Heptyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Leachate
STE
%
Sucralose
Caffeine
Acetaminophen
Carbamazepine
Ibuprofen
Sulfamethoxazole
Estrone
Estradiol
Triclosan
Triclocarban
Butyl Paraben
Ethyl Paraben
Heptyl Paraben
Methyl Paraben
Propyl Paraben
Bisphenol-A
Leachate
Soil storage
14
Methods: Sorption and Biodegradation of EC
Sand
Soil
Soil collected from drainfields
Incubation
Study
60 d incubation study
• 5 g sterilized (autoclaved) or 
unsterilized soil/sand
• Spiked 25 ng/g of EC
• ~10% of moisture content
• Anaerobic: N2 for 5 min
• Aerobic: kept aerated
• 3 replicates for each treatment
• at 22°C in the dark
EC
Extraction
• What are the mechanisms of EC 
attenuation in the drainfields?  
• Do microorganisms in the 
drainfields break down EC?
?
Sorption and Biodegradation?
Carbamazepine
cm
cm
Drip line
Sand
Sand
Soil
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Sand
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Soil
Sorption (sterile)
Aerobic
Anaerobic
• 77- 594 pg/g on the top and side 15
Leaching: 13%
Sorption and Biodegradation?
• 250- 2024 pg/g at the bottom
Acetaminophen
Sand
Sand
Soil
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Sand
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Soil
Sorption (sterile)
Aerobic
Anaerobic
16
Leaching: 6%
Sorption or Biodegradation?
• 134-5109 pg/g in the middle
Sulfamethoxazole
Sand
Sand
Soil
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Sand
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20 25
Ct/C0
Time (d)
Soil
Sorption (sterile)
Aerobic
Anaerobic
17
• Mechanisms of EC attenuation in the drainfield may include a combination
of sorption and degradation in the vadose zone
Leaching: 3%
18
Septic drainfieldsEC
TransportEffluent
Septic tank
• Are EC applied with effluent are attenuated in septic
drainfields before effluent reaches shallow groundwater?
Research Objective #2:
Transport to Shallow Groundwater
19
Drip Dispersal
Gravel Trench
0.3 m gravel
layer
Methods: Construction of Large Drainfields
P
L
Tensiometer
Lysimeter
Piezometer
Lysimeter
Piezometer
Tensiometer
• 120 L/day/drainfield (~3 L/ft2/day)
in 6-doses at 4-hr intervals
T
Drip Dispersal System
30 cm Sand
15 cm Sand
Natural Soil
Drip line
with emitters
Instruments
• Tensiometers: 0.3, 0.6, 1.1 m
• Suction lysimeters: 0.3, 0.6, 1.1 m
• Piezometers: upto 3.7 m
Gravel Trench System
30 cm Sand
30 cm Gravel
15 cm Sand
Natural Soil
Drip line with
emitters
Instruments
• Tensiometers: 0.3, 0.6, 1.1 m
• Suction lysimeters: 0.3, 0.6, 1.1 m
• Piezometers: upto 3.7 m
22
Transport from Effluent to Groundwater
Sulfamethoxazole
Mean = 4,242 ng/L
61.5
44.5 9.0
Bisphenol‐A
327.9
42.3 30.4
ND
Acetaminophen
12.814
61.6
316.8
n = 30
Carbamazepine
57.3
14.7 15.8
1.5
• Do emerging contaminants persist in the
watersheds that drain areas served by septic
systems?
River SedimentsECWastewater
23
Research Objective # 3:
Persistence in Stream Sediments
37 32
12
24
14
39
66
71
25
35 23 24
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Buckhorm Creek
Bell Creek
English Creek
Turkey Creek
North Prong
Fishhawk Creek
South Prong
Forest Agricultural Pasture Mined Urban
Land Use
12‐37%          1‐24%             2‐23%        0‐66%       4‐71%
24
270, 000 acre
Alafia River watershed, FL
WWTP:    No       No No One     One No       No
Septic:     0.37    0.12    0.10    0.11     0.57   0.007   0.034   
Methods: Sampling Locations
Summary: EC in the Sediments
Concentrations (ng/g)
South 
Prong
North 
Prong 1
English 
Creek
Turkey 
Creek
North 
Prong 2
Buckhorn 
Creek 
Bell 
Creek
Fishhawk
Creek 1
Fishhawk
Creek 2
Total (ng/g)   61.9          41.2         4.2         1.2            1.2         18.8          1.5            0.7          0.5 
Acetaminophen
Caffeine
Carbamazepine
Diphenhydramine
Lidocaine
Nicotine
Pseudoephedrine
Trimethoprim
25
Yang, Y. Y.; Toor, G. S.; Williams, C. F. 2015. Pharmaceuticals and organochlorine pesticides in 
sediments of an urban river in Florida, USA. Journal of Soils and Sediments. 15 (4): 993‐1004.
39
66
71
24
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Buckhorm Creek
Bell Creek
English Creek
Turkey Creek
North Prong
Fishhawk Creek
South Prong
Forest Agricultural Pasture Mined Urban
Land use
WWTP:    No       No No One     One No       No
Septic:     0.37 0.12    0.10    0.11     0.57  0.007  0.034
Summary: EC in the Sediments
• Septic systems and the WWTP are the main sources.
26
27
Summary
• EC are present in effluent and septic
drainfields
• Conc. decreased as effluent percolated in
vadose zone
• Mechanisms of EC attenuation in the drainfield
depend on the compound and include sorption
and/or degradation
• Septic systems contribute EC in rural and
urbanizing watersheds
28
Extension Education (Continuing…)
• Presentations: “Managing EC in the Environment” in
2015 Tri-Country Water Summit and at other extension
events
• Extension factsheets: :Pharmaceuticals and Personal
Care Products”. “Trace Organics in Septic Systems”.
Available at http://edis.ifas.ufl.edu
• Training: In-service training at the Extension Professional
Association of Florida Annual Conference in Sept. 2015
• Citizens Education: Local magazines: “In the Field”

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Developing tools to attenuate emerging contaminants in onsite wastewater treatment systems

  • 1. Developing Tools to Attenuate Emerging Contaminants in Onsite Wastewater Treatment Systems Gurpal Toor and Chris Wilson 2015 USDA-NIFA NIWQP and AFRI Annual Project Directors’ Meeting, Greensboro, NC Yun-Ya Yang Post-doctoral Researcher
  • 2.  Used to treat and dispose relatively small amounts of wastewater-usually from houses and businesses (mostly in rural areas).  Evolution: French prototype (only septic tank). Introduced in 1883 in US. Drainfield was added in 1930-40s.  Today’s conventional septic system: Septic tank and drainfield or leachfield or soil treatment unit Background: Septic Systems!  Florida:  ~2.5 million septic systems. Used by 33% households or ~6 million people  Annual discharge: 156 billion gallons [40% located in coastal areas]  Population using septic systems to dispose household wastewater:  US: 25% of households  Europe: 26% of households  Australia: 20% of households
  • 3. Objectives Research: Investigate the occurrence, fate, and transport of selected emerging contaminants (EC) from septic systems to shallow groundwater. Extension: Provide training, education, and outreach on the risk and ways to reduce groundwater contamination by EC. 3
  • 4. Research Objective # 1: Fate of EC in Septic Drainfields 4 Center of a DrainfieldEC TransportEffluent Septic tank • Investigate occurrence of EC in effluent and drainfields. • Determine the mass balance of selected EC in drainfields.
  • 5. 5 Methods: Construction of Drainfields Drip line 9 L/day of effluent (3L/ft2) 6 doses at 4 h intervals Leachate Effluent tank
  • 6. Analysis • Samples were analyzed by solid-phase extraction and LC-MS/MS • Targeted 17 selected EC: 6 Markers/ Tracers (2 ) Pharmaceuticals (4) Hormones (3) PCPs (7) Plasticizer (1) Sucralose (sweetener) Acetaminophen (analgesic) Estrone (reproductive hormone) Triclosan (anti-microbial agent) Bisphenol-A (plasticizer) Caffeine (stimulate) Carbamazepine (anti-convulsant) Estradiol (reproductive hormone) Triclocarban (antimicrobial agent) Ibuprofen (anti-inflammatory) Sulfamethoxazole (antibiotic) Ethinyl Estradiol (ovulation inhibitor) PARABENS Butyl- Ethyl- Heptyl- Methyl- Propyl- (preservatives)
  • 7. 7 Detection Frequency (Jan-Aug) • 14 EC were detected in the effluent • Most frequently detected compounds were: • Markers: sucralose and caffeine (100%) • Pharmaceuticals: acetaminophen and ibuprofen (>90%) • Hormones: estrone (88%) • PCPs: triclosan, triclocarban, ethyl-, methyl-, and propyl paraben (>90%) • Bisphenol-A: 88% 0 20 40 60 80 100 Sucralose Caffeine Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone 17β-Estradiol Triclosan Triclocarban Butyl Paraben Ethyl Paraben Heptyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Septic tank effluent Sucralose Caffeine Acetaminophen Ibuprofen Triclosan Triclocarben Ethyl Paraben Methyl Paraben Propyl Paraben Bisphenol‐A N = 34
  • 8. 8 Detection Frequency (Jan-Aug) • 12 EC were detected in leachate • The most frequency detected compounds: • Markers: sucralose (83%) • Pharmaceuticals: ibuprofen (65%) • Hormones: <20% • PCPs: triclocarban (68%) • Bisphenol-A: 48% 0 20 40 60 80 100 Sucralose Caffeine Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone 17β-Estradiol Triclosan Triclocarban Butyl Paraben Ethyl Paraben Heptyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Leachate Sucralose Triclocarben Bisphenol‐A Ibuprofen N = 120
  • 9. 0 100 200 300 400 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Rainfall(L) 0 20 40 60 80 100 120 140 160 180 200 0 10000 20000 30000 40000 50000 60000 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Clconcentration(mg/L) Concentration(ng/L) Sucralose Caffeine Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone Triclosan Triclocarban Butyl Paraben Ethyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Cl Septic tank effluent 25-54,000 ng/L N = 34 9 Temporal Variability (Individual) in Effluent
  • 10. 10 Temporal Variability of Tracers in Leachate 0 200 400 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Rainfall(L) 0 20 40 60 80 100 120 140 160 180 200 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Clconcentration(mg/L) Concentration(ng/L) Sucralose Cl Leachate 290-8,900 ng/L N = 120
  • 11. Temporal Variability (Individual) in Leachate 0 200 400 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Rainfall(L) N = 120 0 20 40 60 80 100 120 140 160 180 200 0 20 40 60 80 100 120 140 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Clconcentration(mg/L) Concentration(ng/L) Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone Estradiol Triclocarban Heptyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Cl Leachate 6-130 ng/L 11
  • 12. 12 Summary: Mean Concentrations in Effluent & Leachate • EC are present in effluent and septic drainfields • Conc. decreased as effluent percolated in vadose zone N = 34 N = 120 Septic tank effluent Leachate Conc. were <50 ng/L
  • 13. 13 Mass Balance of EC in Drainfields • <14% of applied EC in STE recovered in leachate • >84% either remained (stored) in soil, degraded in unsaturated soil zone • <2% plant uptake (based on literature) 0 20 40 60 80 100 Sucralose Caffeine Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone Estradiol Triclosan Triclocarban Butyl Paraben Ethyl Paraben Heptyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Leachate STE % Sucralose Caffeine Acetaminophen Carbamazepine Ibuprofen Sulfamethoxazole Estrone Estradiol Triclosan Triclocarban Butyl Paraben Ethyl Paraben Heptyl Paraben Methyl Paraben Propyl Paraben Bisphenol-A Leachate Soil storage
  • 14. 14 Methods: Sorption and Biodegradation of EC Sand Soil Soil collected from drainfields Incubation Study 60 d incubation study • 5 g sterilized (autoclaved) or  unsterilized soil/sand • Spiked 25 ng/g of EC • ~10% of moisture content • Anaerobic: N2 for 5 min • Aerobic: kept aerated • 3 replicates for each treatment • at 22°C in the dark EC Extraction • What are the mechanisms of EC  attenuation in the drainfields?   • Do microorganisms in the  drainfields break down EC? ?
  • 15. Sorption and Biodegradation? Carbamazepine cm cm Drip line Sand Sand Soil 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Sand 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Soil Sorption (sterile) Aerobic Anaerobic • 77- 594 pg/g on the top and side 15 Leaching: 13%
  • 16. Sorption and Biodegradation? • 250- 2024 pg/g at the bottom Acetaminophen Sand Sand Soil 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Sand 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Soil Sorption (sterile) Aerobic Anaerobic 16 Leaching: 6%
  • 17. Sorption or Biodegradation? • 134-5109 pg/g in the middle Sulfamethoxazole Sand Sand Soil 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Sand 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 5 10 15 20 25 Ct/C0 Time (d) Soil Sorption (sterile) Aerobic Anaerobic 17 • Mechanisms of EC attenuation in the drainfield may include a combination of sorption and degradation in the vadose zone Leaching: 3%
  • 18. 18 Septic drainfieldsEC TransportEffluent Septic tank • Are EC applied with effluent are attenuated in septic drainfields before effluent reaches shallow groundwater? Research Objective #2: Transport to Shallow Groundwater
  • 19. 19 Drip Dispersal Gravel Trench 0.3 m gravel layer Methods: Construction of Large Drainfields P L Tensiometer Lysimeter Piezometer Lysimeter Piezometer Tensiometer • 120 L/day/drainfield (~3 L/ft2/day) in 6-doses at 4-hr intervals T
  • 20. Drip Dispersal System 30 cm Sand 15 cm Sand Natural Soil Drip line with emitters Instruments • Tensiometers: 0.3, 0.6, 1.1 m • Suction lysimeters: 0.3, 0.6, 1.1 m • Piezometers: upto 3.7 m
  • 21. Gravel Trench System 30 cm Sand 30 cm Gravel 15 cm Sand Natural Soil Drip line with emitters Instruments • Tensiometers: 0.3, 0.6, 1.1 m • Suction lysimeters: 0.3, 0.6, 1.1 m • Piezometers: upto 3.7 m
  • 22. 22 Transport from Effluent to Groundwater Sulfamethoxazole Mean = 4,242 ng/L 61.5 44.5 9.0 Bisphenol‐A 327.9 42.3 30.4 ND Acetaminophen 12.814 61.6 316.8 n = 30 Carbamazepine 57.3 14.7 15.8 1.5
  • 23. • Do emerging contaminants persist in the watersheds that drain areas served by septic systems? River SedimentsECWastewater 23 Research Objective # 3: Persistence in Stream Sediments
  • 24. 37 32 12 24 14 39 66 71 25 35 23 24 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Buckhorm Creek Bell Creek English Creek Turkey Creek North Prong Fishhawk Creek South Prong Forest Agricultural Pasture Mined Urban Land Use 12‐37%          1‐24%             2‐23%        0‐66%       4‐71% 24 270, 000 acre Alafia River watershed, FL WWTP:    No       No No One     One No       No Septic:     0.37    0.12    0.10    0.11     0.57   0.007   0.034    Methods: Sampling Locations
  • 25. Summary: EC in the Sediments Concentrations (ng/g) South  Prong North  Prong 1 English  Creek Turkey  Creek North  Prong 2 Buckhorn  Creek  Bell  Creek Fishhawk Creek 1 Fishhawk Creek 2 Total (ng/g)   61.9          41.2         4.2         1.2            1.2         18.8          1.5            0.7          0.5  Acetaminophen Caffeine Carbamazepine Diphenhydramine Lidocaine Nicotine Pseudoephedrine Trimethoprim 25 Yang, Y. Y.; Toor, G. S.; Williams, C. F. 2015. Pharmaceuticals and organochlorine pesticides in  sediments of an urban river in Florida, USA. Journal of Soils and Sediments. 15 (4): 993‐1004.
  • 26. 39 66 71 24 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Buckhorm Creek Bell Creek English Creek Turkey Creek North Prong Fishhawk Creek South Prong Forest Agricultural Pasture Mined Urban Land use WWTP:    No       No No One     One No       No Septic:     0.37 0.12    0.10    0.11     0.57  0.007  0.034 Summary: EC in the Sediments • Septic systems and the WWTP are the main sources. 26
  • 27. 27 Summary • EC are present in effluent and septic drainfields • Conc. decreased as effluent percolated in vadose zone • Mechanisms of EC attenuation in the drainfield depend on the compound and include sorption and/or degradation • Septic systems contribute EC in rural and urbanizing watersheds
  • 28. 28 Extension Education (Continuing…) • Presentations: “Managing EC in the Environment” in 2015 Tri-Country Water Summit and at other extension events • Extension factsheets: :Pharmaceuticals and Personal Care Products”. “Trace Organics in Septic Systems”. Available at http://edis.ifas.ufl.edu • Training: In-service training at the Extension Professional Association of Florida Annual Conference in Sept. 2015 • Citizens Education: Local magazines: “In the Field”