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Reference
Endpoint:
activated sludge respiration inhibition testing
Type of information:
experimental study
Adequacy of study:
key study
Study period:
The study was conducted between 29 June 2016 and 30 June 2016
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 (incl. QA statement)
Specific details on test material used for the study:
Identification: BHES
Physical state/Appearance: white solid block
Batch: 160226
Purity: 99.64%
Expiry Date: 1 March 2017
Storage Conditions: room temperature in the dark
Analytical monitoring:
no
Vehicle:
no
Details on test solutions:
Range finding test:
Nominal amounts of test item (5, 50 and 500 mg (in triplicate)) were each separately dispersed in approximately 200 mL of deionized reverse osmosis water and subjected to ultrasonication for approximately 15 minutes followed by magnetic stirring for 24 hours, at temperatures of between 20 °C and 21 °C, in order to maximize the dissolved test item concentration. All test vessels were shielded from the light during mixing. Synthetic sewage (16 mL), activated sewage sludge (250 mL) and water were added to a final volume of 500 mL to give the required concentrations of 10, 100 and 1000 mg/L (3 replicates).
The pH of the test item dispersions was measured after stirring using Hach HQ40d Flexi handheld meter and adjusted to between pH 7.0 and 8.0 if necessary.

As it was not a requirement of the Test Guidelines, no analysis was conducted to determine the homogeneity, concentration or stability of the test item formulation. This is an exception with regard to GLP and has been reflected in the GLP compliance statement of the original study report.
The control group was maintained under identical conditions but not exposed to the test item.

Test organisms (species):
activated sludge of a predominantly domestic sewage
Details on inoculum:
A mixed population of activated sewage sludge micro-organisms was obtained on 30 June 2016 from the aeration stage of the Severn Trent Water Plc sewage treatment plant at Loughborough, Leicestershire, UK which treats predominantly domestic sewage.

The activated sewage sludge sample was maintained on continuous aeration in the laboratory at a temperature of approximately 21 ºC and was used on the day of collection. The pH of the sample was 7.6 measured using a Hach HQ40d Flexi handheld meter. Determination of the suspended solids level of the activated sewage sludge was carried out by filtering a sample (100 mL) of the activated sewage sludge by suction through a pre-weighed GF/A filter paper* using a Buchner funnel which was then rinsed 3 times with 10 mL of deionized reverse osmosis water and filtration continued for 3 minutes. The filter paper was then dried in an oven at approximately 105 ºC for at least one hour and allowed to cool before weighing. This process was repeated until a constant weight was attained. The suspended solids concentration was equal to 3.0 g/L.
* rinsed three times with 20 mL deionized reverse osmosis water prior to drying in an oven
Test type:
static
Water media type:
freshwater
Limit test:
no
Total exposure duration:
3 h
Nominal and measured concentrations:
Nominal concentrations -
Range-finding test: 10, 100 and 1000 mg/L
Details on test conditions:
Preparation of Test System
At time "0" 16 mL of synthetic sewage was diluted to 250 mL with water and 250 mL of inoculum added in a 500 mL conical flask (first control). The mixture was aerated with clean, oil-free compressed air via narrow bore glass tubes at a rate of 0.5 to 1.0 liter per minute. Thereafter, at 15 minute intervals the procedure was repeated for the second control followed by the reference item vessels with appropriate amounts of the reference item being added. The test item vessels were prepared as described previously. Finally two further control vessels were prepared.
The test was conducted under normal laboratory lighting in a temperature controlled room at measured temperatures of approximately 20 ºC.

Observations
Observations were made on the test preparations throughout the test period. Observations of the test item vessels at 0 hours were made prior to addition of activated sewage sludge.

pH Measurements
The pH of test preparations was measured at the test start (i.e. after the addition of activated sludge) and at the end of the 3-Hour incubation period using a Hach HQ40d Flexi handheld meter.

Oxygen Concentration
The oxygen concentrations in all vessels were measured after 30 minutes contact time.

Measurement of the Respiration Rates
As each vessel reached 3 hours contact time an aliquot was removed from the conical flask and poured into the measuring vessel (250 mL darkened glass Biological Oxygen Demand (BOD) bottle) and the rate of respiration measured using a Yellow Springs dissolved oxygen meter fitted with a BOD probe. The contents of the measuring vessel were stirred constantly by magnetic stirrer. The rate of respiration for each flask was measured over the linear portion of the oxygen consumption trace (where possible between 7 mg O2/L and 2 mg O2/L). In the case of a rapid oxygen consumption, measurements may have been outside this range but the oxygen consumption was always within the linear portion of the respiration curve. In the case of low oxygen consumption, the rate was determined over an approximate 10 minute period.
Reference substance (positive control):
yes
Remarks:
3,5-dichlorophenol (purity 97 %)
Duration:
3 h
Dose descriptor:
EC50
Effect conc.:
> 1 000 mg/L
Nominal / measured:
nominal
Conc. based on:
test mat.
Basis for effect:
inhibition of total respiration
Remarks:
respiration rate
Duration:
3 h
Dose descriptor:
NOEC
Effect conc.:
1 000 mg/L
Nominal / measured:
nominal
Conc. based on:
test mat.
Basis for effect:
inhibition of total respiration
Remarks:
respiration rate
Details on results:
Range-Finding Test
The dissolved oxygen concentrations after 30 minutes contact time in all vessels were above 60 to 70% of the dissolved oxygen saturation level of 8.9 mg O2/L.
No statistically significant toxic effects were shown at all of the test concentrations employed. It was therefore considered justifiable not to perform a definitive test.
It was considered unnecessary and unrealistic to test at concentrations in excess of 1000 mg/L.

Validation Criteria
The coefficient of variation of oxygen uptake in the control vessels was 3.0% and the specific respiration rate of the controls was 22.50 mg oxygen per gram dry weight of sludge per hour. The validation criteria have therefore been satisfied.
The validation criterion for the reference item EC50 value was also satisfied
Results with reference substance (positive control):
3,5-dichlorophenol -
EC50 (3 h): 6.5 mg/I (95% Confidence Limits 4.9 - 8.6 mg/l)

 Inhibition of Respiration Rate

The following results were derived:

 

BHES

3,5-dichlorophenol

ECx (3 Hours)
(mg/L)

95% Confidence Limits (mg/L)

ECx (3 Hours)
(mg/L)

95% Confidence Limits (mg/L)

EC10

>1000

-

1.2

-

EC20

>1000

-

1.9

-

EC50

>1000

-

6.5

4.9 – 8.6

EC80

>1000

-

23

-

NOEC

 1000

-

-

-

It was considered unnecessary and unrealistic to test at concentrations in excess of 1000 mg/L.

pH Values of the Test Item Preparations after Stirring and Prior to the Addition of Inoculum in the Range-Finding Test

Nominal
Concentration
(mg/L)

pH

Prior to Adjustment

After Adjustment

Test Item

10

7.0

-

100

6.9

7.3

1000 R1

7.1

-

1000 R2

7.1

-

1000 R3

7.1

-

 R1– R3= Replicates 1 to 3

-        no adjustment required

Dissolved Oxygen Concentrations of the Test Preparations after 30 Minutes Contact Time in the Range-Finding Test

Nominal
Concentration
(mg/L)

Dissolved Oxygen Concentration
(mg O2/L)

Expressed as a Percentage of a Dissolved Oxygen Saturation Level of 8.9 mg O2/L

Control

R1

6.1

69

R2

5.8

65

R3

7.5

84

R4

6.8

76

Test Item

10

6.9

78

100

7.2

81

1000 R1

6.5

73

1000 R2

6.9

78

1000 R3

7.4

83

3,5-dichlorophenol

3.2

7.1

80

10

8.3

93

32

8.3

93

R1– R4= Replicates 1 to 4

Oxygen Consumption Rates and Percentage Inhibition Values after 3 Hours Contact Time in the Range-Finding Test

Nominal
Concentration
(mg/L)

Initial O2
Reading
(mg O2/L)

Measurement Period
(minutes)

Final O2Reading
(mg O2/L)

O2Consumption Rates
(mg O2/L/hour)

%
Inhibition

Control

R1

5.6

6

2.1

35.00

-

R2

5.8

6

2.4

34.00

-

R3

6.0

7

2.1

33.43

-

R4

5.9

7

2.1

32.57

-

Test Item

10

5.9

7

2.0

33.43

1

100

6.0

7

2.0

34.29

[2]

1000 R1

6.6

9

1.9

31.33

7

1000 R2

6.3

8

2.0

32.25

4

1000 R3

6.2

8

2.2

30.00

11

3,5-dichlorophenol

3.2

6.7

10

2.8

23.40

31

10

7.6

10

5.6

12.00

64

32

8.3

10

7.5

4.80

86

[Increase in respiration rate as compared to controls]

R1– R4= Replicates 1 to 4

pH Values of the Test Preparations at the Start and End of the Exposure Period in the Range-Finding Test

Nominal
Concentration
(mg/L)

pH

0 Hours

3 Hours

Control

R1

7.4

7.7

R2

7.4

7.7

R3

7.8

7.7

R4

7.8

7.7

Test Item

10

7.7

7.8

100

7.7

7.8

1000 R1

7.8

7.8

1000 R2

7.8

7.8

1000 R3

7.7

7.8

3,5-dichlorophenol

3.2

7.6

7.9

10

7.6

8.1

32

7.7

8.1

 

R1– R4= Replicates 1 to 4

Validity criteria fulfilled:
yes
Conclusions:
The effect of the test item on the respiration of activated sewage sludge micro-organisms gave a 3-Hour EC50 value of greater than 1000 mg/L. The No Observed Effect Concentration (NOEC) after 3 hours exposure was 1000 mg/L.
Executive summary:

 Introduction

A study was performed to assess the effect of the test item on the respiration of activated sewage sludge. The method followed was designed to be compatible with the OECD Guidelines for Testing of Chemicals (2010) No. 209 "Activated Sludge, Respiration Inhibition Test (Carbon and Ammonium Oxidation)".

Methods

Activated sewage sludge was exposed to an aqueous dispersion of the test item at concentrations of 10, 100 and 1000 mg/L (3 replicates of the 1000 mg/L test concentration) for a period of 3 hours at a measured temperature of approximately 20°C with the addition of a synthetic sewage as a respiratory substrate.

The rate of respiration was determined after 3 hours contact time and compared to data for the control and a reference item, 3,5-dichlorophenol.

Results

The effect of the test item on the respiration of activated sewage sludge gave a 3-Hour EC50value of greater than 1000 mg/L. The No Observed Effect Concentration (NOEC) after 3 hours exposure was 1000 mg/L.

It was considered unnecessary and unrealistic to test at concentrations in excess of 1000 mg/L.

The reference item gave a 3-Hour EC50value of 6.5 mg/L, 95% confidence limits 4.9 to 8.6 mg/L.

Description of key information

 Introduction

A study was performed to assess the effect of the test item on the respiration of activated sewage sludge. The method followed was designed to be compatible with the OECD Guidelines for Testing of Chemicals (2010) No. 209 "Activated Sludge, Respiration Inhibition Test (Carbon and Ammonium Oxidation)".

Methods

Activated sewage sludge was exposed to an aqueous dispersion of the test item at concentrations of 10, 100 and 1000 mg/L (3 replicates of the 1000 mg/L test concentration) for a period of 3 hours at a measured temperature of approximately 20°C with the addition of a synthetic sewage as a respiratory substrate.

The rate of respiration was determined after 3 hours contact time and compared to data for the control and a reference item, 3,5-dichlorophenol.

Results

The effect of the test item on the respiration of activated sewage sludge gave a 3-Hour EC50value of greater than 1000 mg/L. The No Observed Effect Concentration (NOEC) after 3 hours exposure was 1000 mg/L.

It was considered unnecessary and unrealistic to test at concentrations in excess of 1000 mg/L.

The reference item gave a 3-Hour EC50value of 6.5 mg/L, 95% confidence limits 4.9 to 8.6 mg/L.

Key value for chemical safety assessment

EC50 for microorganisms:
1 000 mg/L
EC10 or NOEC for microorganisms:
1 000 mg/L

Additional information