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Reference
Endpoint:
activated sludge respiration inhibition testing
Type of information:
experimental study
Adequacy of study:
key study
Study period:
2019-03-14
Reliability:
1 (reliable without restriction)
Rationale for reliability incl. deficiencies:
guideline study
Qualifier:
according to guideline
Guideline:
OECD Guideline 209 (Activated Sludge, Respiration Inhibition Test (Carbon and Ammonium Oxidation))
GLP compliance:
yes
Specific details on test material used for the study:
- Name: Reaction mass of (Z)-3,7-dimethylocta-1,3,6,-triene and dipentene
- Other name/Synonym: Ocimene PQ
- Chemical name: (Z)-3,7-dimethylocta-1,3,6,-triene (CAS 3338-55-4) and dipentene (CAS 138-86-3)
- EC numbers: 222-081, 205-341-0
- CAS numbers: 3338-55-4/138-86-3
- Batch/Lot Number: A170524D
- Description: Colorless Liquid
- Purity: Treated as 100 %
- Expiry date: 06 June 2019
- Storage condition: Room temperature (15-25 °C, ≤70 RH%), under inert gas, protected from humidity (tight closed container)
- Safety precautions: Enhanced safety precautions (gloves, goggles, face mask, lab coat) for unknown materials were applied to assure personnel health and safety.
Analytical monitoring:
yes
Details on sampling:
The test item was added by directly weighing the test item into the bottles (and using ultrasonic bath for 10 minutes). The test formulation was freshly prepared at the beginning of the experiment, in the testing laboratory. As recommended by the OECD 209 Guideline, initial weighed nominal concentration were used for subsequent calculations to avoid time-consuming and expensive analytics. Therefore, no sampling was performed for test concentration validation.

For the measurement of the respiration rate a well-mixed sample of each treatment was poured into a BOD flask after approximately 3-hours incubation, and was not further aerated.
Vehicle:
no
Details on test solutions:
Test concentrations:

The test was performed at three concentrations of the test item: 10 (TI11, TI12, TI13, TI14, TI15), 100 (TI21, TI22, TI23, TI24, TI25) and 1000 mg/L (TI31, TI32, TI33, TI34, TI35) were used. Flasks contained deionised water, synthetic sewage, inoculum and the test item (direct addition).

Controls:

Abiotic Control (A): In parallel to the study, abiotic control flasks (A1, A2, A3, A4 and A5) were tested under identical test conditions. Flasks contained deionised water, synthetic sewage and the highest concentration of the test item (1000 mg/L nominal concentration), without the addition of inoculum.

Untreated Control (B): 1-1 member of five replicates (B1, B2, B3, B4 and B5) of the untreated control group was tested in parallel with all of the test series. Flasks contained deionised water, synthetic sewage and inoculum, without addition of the test item.

Reference Control (REF): In parallel with the test item, the reference item 3,5-Dichlorophenol (REF1, REF2, REF3, REF4) was tested at nominal test concentrations of 1.0, 3.2, 10, 21 and 32 mg/L under identical test conditions. Flasks contained deionised water, synthetic sewage, inoculum and the reference item. A stock solution of 3,5-Dichlorophenol was prepared according to the OECD Guideline No. 209 (1.0 g of powdered 3,5-Dichlorophenol dissolved in 1000 mL of water). Warm deionised water and ultra-sonication was used to help the dissolution of the reference item and the volume of the solution was made up to 1.0 L with deionised water and then cooled to room temperature. The pH of the solution was checked and adjusted with NaOH solution (2 mol/L) to pH 7.44.

Preparations of the test flasks:

One test solution with a final volume of 400 mL (ratio of composition of each test mixture referring to 500 mL according to the guideline) was prepared per treatment in a glass flask.

A volume of 12.8 mL synthetic sewage (peptone, meat extract, urea, salts) and an adequate amount of the test item were placed into the test flask by direct addition (see the Table 1) and filled up with deionised water to 200 mL before the start of the incubation. At the start of the test, 200 mL activated sludge inoculum with a sludge concentration of 3 g per litre of suspended solids was added to all flasks, with the exception of the abiotic control flasks.

Abiotic controls in 5 parallels (A1, A2, A3, A4 and A5), and one untreated blank (B1) control was started as the first step of the test. Then at appropriate time intervals of approximately 30 minutes the further test groups were started. The second series were 4 different concentrations (without replicates) of the reference item (REF1, REF2, REF3, REF4) and to the second blank control (B2). The third series was the 5 replicates of the test item concentration of 10 mg/L nominal concentration (TI11, TI12, TI13, TI14 and TI15) and the third blank control (B3). The fourth series was the five replicates of test item concentration 100 mg/L nominal concentration (TI21, TI22, TI23, TI24 and TI25) and the fourth blank control (B4). The final series was the five replicates of test item concentration 1000 mg/L nominal concentration (TI31, TI32, TI33, TI34 and TI35) and the fifth blank control (B5).

In summary, 3 test item concentration series and one abiotic control series were prepared in 5 parallels with one blank control series by series. In parallel with the above test mixtures four reference item concentrations without replicates were also prepared with one blank control.
Test organisms (species):
activated sludge of a predominantly domestic sewage
Details on inoculum:
- Species: Activated sludge, microorganisms from a domestic waste water treatment plant.

- Source: The activated sludge was supplied from the sewage plant for domestic sewage in Veszprém, Hungary.

- Conditioning: The activated sludge was supplied by the sewage plant for domestic sewage two days before the start of the experiment. During holding prior to use the sludge was fed daily with 50 mL synthetic sewage (see 3.8.2.) per litre and kept aerated at 20 ± 2°C until use. The activated sludge used for this study was washed and centrifuged and the supernatant liquid phase was decanted. The solid material was re-suspended in chlorine-free tap water and again centrifuged. An aliquot of the final sludge suspension was weighed, dried and the ratio of wet sludge to dry weight determined. Based on this ratio, calculated amounts of wet sludge were suspended in chlorine-free tap water to yield a concentration equivalent to 3 g per litre (on dry weight basis). The pH of the activated sludge inoculum was determined to be pH 7.08. The activated sludge was used directly after conditioning.
Test type:
static
Water media type:
freshwater
Limit test:
no
Total exposure duration:
3 h
Hardness:
No reported
Test temperature:
Target Temperature: The test should be performed at a temperature within the range 20± 2°C.
Actual Temperature: The test temperature was in the range of 19.7 - 21.9 ºC.
pH:
Target pH: The test should be performed at a pH within the range 7.5 ± 0.5.
Actual pH: The pH was in the range of 7.36-8.10.
Dissolved oxygen:
Not applicable
Salinity:
Not applicable
Conductivity:
Not reported
Nominal and measured concentrations:
The concentrations of test item used in the main experiment were: 10, 100 and 1000 mg/L nominal concentrations. Concentrations in solution were not measured.
Details on test conditions:
Appropriate glass beakers for 500 mL volume and BOD bottles with 300 mL volume were used. Each test flask was uniquely identified with study code, treatment and replicate codes.

Test was performed in a temperature controlled laboratory an aeration with compressed air (about 1 L/min) was used. Test conditions were measured with suitable instruments and documented in the raw data.
Reference substance (positive control):
yes
Remarks:
3,5-Dichlorophenol
Key result
Duration:
3 h
Dose descriptor:
other: EL50
Effect conc.:
> 1 000 mg/L
Nominal / measured:
nominal
Basis for effect:
inhibition of total respiration
Key result
Duration:
3 h
Dose descriptor:
other: NOELR
Effect conc.:
1 000 mg/L
Nominal / measured:
nominal
Basis for effect:
inhibition of total respiration
Details on results:
Validity: The blank controls (without the test substance or reference substance) oxygen uptake rate was >20 mg oxygen per one gram of activated sludge (dry weight of suspended solids) in an hour. The average specific respiration rate (RS) of the untreated (Blank) controls (B1-B5) was 30.60 mg O2/L/h/g solid. As required by the guideline, the coefficient of variation of oxygen uptake rate in control replicates was lower than 30% at the end of the test (2.25%), and the EC50 of the positive control substance 3,5-Dichlorophenol (3,5-DCP) was in the required range of 2 mg/L to 25 mg/L for total respiration (8.31 mg/L with 95% confidence limits of 6.46 – 10.67 mg/L).

Respiration inhibition: In comparison to the inoculum controls the inhibition of the respiration rate in the case of the activated sludge was between 2.41% and 40.35% in the examined range of 10 – 1000 mg/L of test item. Under the conditions of this study the observed inhibition of activated sludge respiration by the test item was an 3-hour EC50 >1000 mg/L (nominal). The test item had no inhibition effect on the total respiration rate of the microorganisms of the activated sludge at 1000 mg/L. No further testing is necessary.
Results with reference substance (positive control):
In comparison to the controls the inhibition of the respiration rate of the activated sludge was 84.69 % at the highest nominal concentration of 32.0 mg/L. At the nominal concentrations of 1.0, 3.2 and 10.0 mg/L, a 16.42%, 29.12% and 41.75% inhibition of the respiration rate was calculated respectively. The 3-hour EC50 of 3,5-Dichlorophenol was calculated to be 8.31 mg/L with 95% confidence limits of 6.46 – 10.67 mg/L.
Reported statistics and error estimates:
Calculation of oxygen uptake rates:

The oxygen uptake rates (R) was calculated from the measured values, based on the linear part of the graphs of oxygen concentration (values taken in consideration between 2.0 mg/L and 7.0 mg/L only) versus time.
R = (Q1 – Q2)/Δt × 60
where:
Q1: oxygen concentration at the beginning of the selected section of the linear phase (mg/L).
Q2: oxygen concentration at the end of the selected section of the linear phase (mg/L).
Δt: time interval between the two measurement (min).
The R value was composed for all of the parallels and the mean R values were calculated from them, to determine the inhibition effects.

Calculation of percentage of inhibition:

The percentage inhibition of the total oxygen consumption (IT) was calculated:
IT = [1-(RT – RTA)/RTB)] × 100%
where:
RT: rate of total oxygen consumption (mg/L/hour).
RTA: rate of total oxygen consumption (mg/L/hour) due to abiotic processes.
RTB: rate of total oxygen consumption (mg/L/hour) due to untreated (blank) controls.

Calculation of specific respiration rate:

The specific respiration rate (Rs) is the ratio of the consumed oxygen and the dry weight (g) of sludge per hour (mg/g/h)
Rs = R/SS
where:
SS: concentration of suspended solids in the test mixture (g/L).
R: oxygen uptake rate (see above)
The oxygen uptake rates, percentage of inhibition and specific respiration rates were calculated by using Excel 2016 for Windows Software (Microsoft Co./One Microsoft Way/Redmond, WA 98052-6399).

Determination of percentage inhibition of oxygen uptake by 50% (EC50):

The 3-hour EC50 value of the reference item and its 95 %-confidence limits were calculated by Probit analysis using TOXSTAT software. In case of the test item the EC50 was determined directly from the values of percentage of inhibition.

Influence of test item on oxygen consumption of activated sludge

 

Test group

Conc. of test item in test mix. (mg/L)

Total oxygen consumption rate (RT)
(mg O2/L/h)

Specific respiration rate (RS)
(mg O2/L/h/g solid)

Inhib. (%)

pH

values#

Temperature (C°)

(measured in the Laboratory)*

Variation coefficient of O2consumption rate (%)

ID

Name

start

end

 

A1

Abiotic

1000

1.41

7.55

7.79

19.7/21.9

A2

1000

1.24

7.56

7.80

A3

1000

1.57

7.55

7.81

A4

1000

1.78

7.57

7.80

A5

1000

1.49

7.56

7.79

 

B1

Blank

0.00

45.60

30.40

7.36

7.59

19.7/21.9

2.25

B2

0.00

44.40

29.60

7.48

8.02

B3

0.00

46.08

30.72

7.53

8.02

B4

0.00

46.20

30.80

7.57

8.10

B5

0.00

47.25

31.50

7.60

8.08

 

REF1

Ref. item

1.00

39.87

26.58

16.42

7.43

7.97

19.7/21.9

REF2

3.20

34.04

22.69

29.12

7.43

7.98

REF3

10.00

28.24

18.83

41.75

7.44

8.01

REF4

32.00

8.53

5.68

84.69

7.45

8.05

 

TI1

Test item

10

46.30

30.86

2.41

7.53

8.02

19.7/21.9

TI2

100

40.31

26.88

15.45

7.51

8.00

TI3

1000

28.88

19.26

40.35

7.61

8.12

#:     Individual pH values of the BOD flasks, except TI1-3, where the average values are reported

*:     Minimum / Maximum temperature (°C) measured in the Laboratory, during the experiment

Validity criteria fulfilled:
yes
Conclusions:
Under the conditions of this study the observed inhibition of activated sludge respiration by the test item was an 3-hour EC50 >1000 mg/L (nominal), since the test item had an inhibition effect of 40.35% at 1000 mg/L. No further testing is necessary.
Executive summary:

Aquatic toxicity of Ocimene PQ towards microorganisms was assessed with an Activated Sludge, Respiration Inhibition Test described by the OECD TG 209 Guideline. Under the conditions of this study the observed inhibition of activated sludge respiration by the test item was a 3-hour EC50 >1000 mg/L (nominal).

Description of key information

Aquatic toxicity of Ocimene PQ towards microorganisms was assessed with an Activated Sludge, Respiration Inhibition Test described by the OECD TG 209 Guideline. Under the conditions of this study the observed inhibition of activated sludge respiration by the test item was a 3-hour EC50 >1000 mg/L (nominal).

Key value for chemical safety assessment

EC50 for microorganisms:
1 000 mg/L

Additional information

Under the conditions of this study the observed inhibition of activated sludge respiration by the test item was an 3-hour EC50 >1000 mg/L (nominal), since the test item had an inhibition effect of 40.35% at 1000 mg/L. No further testing is necessary.