odour and vapour assessment during soil … · policies aimed at protecting greenfield sites to...

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ENVIRONMENTAL AND ENGINEERING CONSULTANTS www.tonkin.co.nz 10 25 60 75 100 70 10 20 45 0 50 100 150 200 250 0 1 2 3 4 5 6 Excavation of the trench with the digger, stockpiling, loading the Reterra, mixing with cement and stockpiling the treated material next to the open trench. No odour suppressant Excavation of the trench with the digger, stockpiling, loading the Reterra, mixing with cement and stockpiling the treated material next to the open trench. Use of odour suppressant Excavation of the trench with the digger, stockpiling the excavated materials on the side. Odour intensity from Not perceptible (0) to Extremely strong (6) Distance from the ex-situ trial work [m] 65 130 240 15 1 15 10 35 40 0 50 100 150 200 250 0 1 2 3 4 5 6 Test pit (3x2m and 4.5m deep) Test of the mixing head inside the test pit Excavation of the product lines and pre- mixing the top 3.5m with the bucket In-situ mixing with addition of water and without injection of cement In-situ mixing with addition of water with injection of cement Stand-by: preparation of the equipment and machines for the mixing with cement In-situ mixing with injection of cement @150kg/m3 In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 Stand-by during the mixing process with cement Excavation of the trench with the digger, stockpiling the excavated materials on the side. Odour intensity from Not perceptible (0) to Extremely strong (6) Distance from the in-situ trial work [m] ODOUR AND VAPOUR ASSESSMENT DURING SOIL STABILISATION TRIALS ON A HYDROCARBON CONTAMINATED SITE Bouzonville, Adrien 1 , Atkins, Sharon 2 , Moore, Shane 2 1 Environmental Scientist, T&T, Auckland (Contact: [email protected]) 2 Senior Environmental Scientist, T&T, Auckland Policies aimed at protecting greenfield sites to enhance the urban environment have led to increased prioritisation of the redevelopment of brownfield sites. This in turn has led to increased pressure to develop new solutions to deal with the potential nuisance and risks to health and the environment that such redevelopment can bring. As part of the redevelopment of the Auckland waterfront, a trial of both in-situ and ex-situ soil stabilisation techniques has been carried out on land previously used as an oil storage depot. Soils and groundwater beneath the site have been significantly contaminated by petroleum and gasworks derived hydrocarbons. The presence of sensitive receptors nearby and a history of odour complaints for nearby developments have emphasised the importance of assessing odour and the levels of contaminants likely to be observed during the redevelopment work. During the stabilisation trials, regular odour assessments were carried out to determine the extent and the intensity of odours. These assessments included walkovers to identify the differences in odour generation during different stages of the works, the influence of the odour suppressant and to quantify the effectiveness of mitigation measures. Collection of whole air samples, using canister methods, was carried out periodically during the stabilisation trials for analysis of volatile organic compounds (VOC) while simultaneous measurements of total VOC concentrations were undertaken at different distances downwind using photoionization detectors. The results when compared with relevant health-based criteria, confirmed the extent of the required separation distance and the threshold action level for the redevelopment work. The odour and vapour assessment carried out during the trial allowed the stakeholders to choose the most appropriate soil stabilisation method to reduce the risk of odour complaints and ensure compliance with heath- based criteria. The trial also enabled initial mitigation measures to be tailored to the proposed work to further reduce the effects of the redevelopment. The trials of both in-situ and ex-situ soil stabilisation were proposed to collect information to assist in evaluating potential odour and vapour emissions from the redevelopment works and confirm whether the control measures would adequately mitigate any effects. Odours (intensity, type) were recorded, at various distances from the trial area, throughout the different stages of the in-situ and the ex-situ trials. Air concentration measurements were undertaken around the trial works using two different methods. Odour intensities were recorded, at various distances from the trial area, throughout the different stages of the in-situ and the ex-situ trial. The odour and vapour assessment carried out suggest that: • Mitigation and control measures were adjusted and refined after the trial; • Based on the trial, the ex-situ methodology was recommended. Soil stabilisation trial - odour and vapour assessments, Tonkin & Taylor report Ref. 27370.017/v1, October 2012. Watch the trial in video A comparison of the maximum distances recorded during the in-situ and ex-situ trials showed a strong correlation between the distance and the odour intensity. Appropriate levels of hazardous air pollutant (compared to relevant health based assessment criteria) for both methods 10m away from the sources. Irrespective of the application method, the odour suppressant was found to be effective at masking and reducing the odours from the trials. Concentrations of VOCs were generally three or four orders of magnitude below the relevant assessment criteria. Only benzene (between 6 and 19 µg/m 3 ) and m,p-xylene (between 13 and 280 µg/m 3 ) were reported in the immediate vicinity of the ex-situ trial area at significant levels. Monitoring carried out downwind at different distances from the trial area indicated that the VOCs were greatly diluted between the trial area and the downwind receptors. Based on one minute average measurements during the trial: The figures below shows the variations in VOCs concentrations recorded at different distances downwind of the sources: During the trial, odour suppressant was used over selected periods to assess the efficiency of the product in reducing odours effects and its application method. The trial was undertaken in two stages comprising the following activities: ABSTRACT CONTEXT AND OBJECTIVES ODOUR AND VAPOUR ASSESSMENTS RESULTS OF THE ODOUR ASSESSMENT CONCLUSION RECOMMENDATIONS REFERENCE AND ADDITIONAL INFO RESULTS OF THE VAPOUR MONITORING TRIAL METHODOLOGIES IN-SITU IN-SITU EX-SITU EX-SITU • In-situ mixing of cement at a dosage of 150 and 50 kg/m 3 using a mixing head. • Trench size: 10m x 6m x 7m (L x W x D) • Working area: 200m 2 • Duration : ≈ 3 days • Frequent cement dust emissions observed • Blue smoke / haze observed. Concentrations reduced by approximately a factor of ten between the source and receptors located some 10m away from the trial work area. • Excavation and mixing of cement at a dosage of 50 kg/m 3 using a Reterra before backfilling the trench. • Trench size: 10m x 3m x 7m (L x W x D) • Working area: 600m 2 • Duration : ≈ 0.5 day • Occasional largecement dust emissions. Concentrations reduced by approximately a factor of five between the source and receptors located some 20m away from the trial work area. IN-SITU IN-SITU IN-SITU ODOUR CONTINUOUS MONITORING EX-SITU EX-SITU EX-SITU VAPOUR SAMPLING Application via a water blaster during the in-situ trial due to the coincidental emission of cement dust. Weak odours were recorded over a wide range of distances (between 40 and 240m). For more intense odours, the range of distances recorded was reduced (between 10 and 15m). Regular odour surveys based on the FIDOL factors. Continuous monitoring of VOCs, LEL, O 2 , CO, H 2 S at various distances. Backpack mist blower used during the ex-situ trial due to reduced dust emission. Weak odours were recorded over a narrower range of distances (between 70 and 100m) when compared with the in-situ trial. However the range of distances did not vary significantly when recorded odours were more intense. Canister whole air sampling with laboratory analysis of VOCs and TPHs. R² = 0.9249 R² = 0.919 0 1 2 3 4 5 6 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 In-Situ trial, average distance for all stage of work Ex-situ trial, maximum distance for all stages of the work Log. (In-Situ trial, average distance for all stage of work) Log. (Ex-situ trial, maximum distance for all stages of the work) Distance from the trial work [m] Odour intensity from Not perceptible (0) to Extremely strong (6) Comparison between in-situ and ex-situ trials Maximum distances where the different odours intensity were observed 0 1 2 3 4 5 6 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 In-situ mixing with injection of cement @150kg/m3 without odour suppressant - Wind 2-4m/s In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 1-5m/s In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 0-2m/s Log. (In-situ mixing with injection of cement @150kg/m3 without odour suppressant - Wind 2-4m/s) Log. (In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 1-5m/s) Log. (In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 0-2m/s) Distance from the trial work [m] Odour intensity from Not perceptible (0) to Extremely strong (6) Influence of the odour suppressant on the odour intensity with the distance from the trial work Wind In-situ trial area Walkover direction (example) 3-min odour assessment location 0 20 40 60 80 100 120 7:40 8:40 9:40 10:40 11:41 12:41 13:41 PID-Min(ppm) PID-Avg(ppm) PID-Max(ppm) 0 1 2 3 4 5 6 7 8 7:40 8:40 9:40 10:40 11:41 12:41 13:41 PID-Min(ppm) PID-Avg(ppm) PID-Max(ppm) 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 7:40 8:40 9:40 10:40 11:41 12:41 13:41 VOC(ppm)(Min) VOC(ppm)(Avg) VOC(ppm)(Max) • Intense odours • Smaller footprint • Longer duration • Less intense odours • Larger footprint • Shorter duration PID 2.5m downwind of the in-situ trial area - peak @ 105ppm Mixing with cement Low wind 0-2m/s Mixing with cement Medium wind increasing and gusting 2-5m/s Break PID 15m downwind of the in-situ trial area - peak @ 7.5ppm PID 30m downwind of the in-situ trial area - peak @ 0.6ppm

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Page 1: ODOUR AND VAPOUR ASSESSMENT DURING SOIL … · Policies aimed at protecting greenfield sites to enhance the urban environment have led to increased prioritisation of the redevelopment

ENVIRONMENTAL AND ENGINEERING CONSULTANTS www.tonkin.co.nz

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250

0 1 2 3 4 5 6

Excavation of the trench with the digger, stockpiling,loading the Reterra, mixing with cement andstockpiling the treated material next to the opentrench. No odour suppressant

Excavation of the trench with the digger, stockpiling,loading the Reterra, mixing with cement andstockpiling the treated material next to the opentrench. Use of odour suppressant

Excavation of the trench with the digger, stockpilingthe excavated materials on the side.

Odour intensityfrom Not perceptible

(0) to Extremely strong (6)

Distance from the ex-situ trial work [m]

65

130

240

151

1510

3540

0

50

100

150

200

250

0 1 2 3 4 5 6

Test pit (3x2m and 4.5m deep)

Test of the mixing head inside the test pit

Excavation of the product lines and pre- mixing the top3.5m with the bucketIn-situ mixing with addition of water and without injectionof cementIn-situ mixing with addition of water with injection ofcementStand-by: preparation of the equipment and machines forthe mixing with cementIn-situ mixing with injection of cement @150kg/m3

In-situ mixing with injection of cement @150kg/m3 and50kg/m3In-situ mixing with injection of cement @150kg/m3 and50kg/m3Stand-by during the mixing process with cement

Excavation of the trench with the digger, stockpiling theexcavated materials on the side.

Odour intensityfrom Not perceptible

(0) to Extremely strong (6)

Distance from the in-situ trial work [m]

ODOUR AND VAPOUR ASSESSMENT DURING SOIL STABILISATION TRIALS ON A HYDROCARBON CONTAMINATED SITEBouzonville, Adrien1, Atkins, Sharon2, Moore, Shane2 1 Environmental Scientist, T&T, Auckland (Contact: [email protected]) 2 Senior Environmental Scientist, T&T, Auckland

Policies aimed at protecting greenfield sites to enhance the urban environment have led to increased prioritisation of the redevelopment of brownfield sites. This in turn has led to increased pressure to develop new solutions to deal with the potential nuisance and risks to health and the environment that such redevelopment can bring.

As part of the redevelopment of the Auckland waterfront, a trial of both in-situ and ex-situ soil stabilisation techniques has been carried out on land previously used as an oil storage depot. Soils and groundwater beneath the site have been significantly contaminated by petroleum and gasworks derived hydrocarbons. The presence of sensitive receptors nearby and a history of odour complaints for nearby developments have emphasised the importance of assessing odour and the levels of contaminants likely to be observed during the redevelopment work.

During the stabilisation trials, regular odour assessments were carried out to determine the extent and the intensity of odours. These assessments included walkovers to identify the differences in odour generation during different stages of the works, the influence of the odour suppressant and to quantify the effectiveness of mitigation measures.

Collection of whole air samples, using canister methods, was carried out periodically during the stabilisation trials for analysis of volatile organic compounds (VOC) while simultaneous measurements of total VOC concentrations were undertaken at different distances downwind using photoionization detectors. The results when compared with relevant health-based criteria, confirmed the extent of the required separation distance and the threshold action level for the redevelopment work.

The odour and vapour assessment carried out during the trial allowed the stakeholders to choose the most appropriate soil stabilisation method to reduce the risk of odour complaints and ensure compliance with heath-based criteria. The trial also enabled initial mitigation measures to be tailored to the proposed work to further reduce the effects of the redevelopment.

The trials of both in-situ and ex-situ soil stabilisation were proposed to collect information to assist in evaluating potential odour and vapour emissions from the redevelopment works and confirm whether the control measures would adequately mitigate any effects.

Odours (intensity, type) were recorded, at various distances from the trial area, throughout the different stages of the in-situ and the ex-situ trials. Air concentration measurements were undertaken around the trial works using two different methods.

Odour intensities were recorded, at various distances from the trial area, throughout the different stages of the in-situ and the ex-situ trial.

The odour and vapour assessment carried out suggest that:

• Mitigationandcontrolmeasureswereadjustedandrefined after the trial;

• Basedonthetrial,theex-situmethodologywasrecommended.

Soil stabilisation trial - odour and vapour assessments, Tonkin & Taylor report Ref. 27370.017/v1, October 2012.

Watch the trial in video

A comparison of the maximum distances recorded during the in-situ and ex-situ trials showed a strong correlation between the distance and the odour intensity.

Appropriate levels of hazardous air pollutant (compared to relevant health based assessment criteria) for both methods 10m away from the sources.

Irrespective of the application method, the odour suppressant was found to be effective at masking and reducing the odours from the trials.

Concentrations of VOCs were generally three or four orders of magnitude below the relevant assessment criteria. Only benzene (between 6 and 19 µg/m3) and m,p-xylene (between 13 and 280 µg/m3) were reported in the immediate vicinity of the ex-situ trial area at significant levels.

Monitoringcarriedoutdownwindatdifferentdistancesfromthe trial area indicated that the VOCs were greatly diluted betweenthetrialareaandthedownwindreceptors.Basedon one minute average measurements during the trial:

The figures below shows the variations in VOCs concentrations recorded at different distances downwind of the sources:

During the trial, odour suppressant was used over selected periods to assess the efficiency of the product in reducing odours effects and its application method.

The trial was undertaken in two stages comprising the following activities:

ABSTRACT

CONTEXT AND OBJECTIVES

ODOUR AND VAPOUR ASSESSMENTS

RESULTS OF THE ODOUR ASSESSMENT

CONCLUSION

RECOMMENDATIONS

REFERENCE AND ADDITIONAL INFO

RESULTS OF THE VAPOUR MONITORING

TRIAL METHODOLOGIES

IN-SITU

IN-SITU

EX-SITU

EX-SITU

• In-situmixingofcementat a dosage of 150 and 50 kg/m3 using a mixing head.

• Trenchsize:10mx6mx7m (L x W x D)

•Workingarea:200m2

•Duration:≈3days

• Frequentcementdustemissions observed

• Bluesmoke/hazeobserved.

Concentrations reduced by approximately a factor of ten between the source and receptors located some 10m away from the trial work area.

• Excavationandmixing of cement at a dosage of 50 kg/m3 using a Reterra before backfilling the trench.

• Trenchsize:10mx3mx7m (L x W x D)

•Workingarea:600m2

•Duration:≈0.5day

• Occasionallargecementdust emissions.

Concentrations reduced by approximately a factor of five between the source and receptors located some 20m away from the trial work area.

IN-SITU

IN-SITU

IN-SITU

ODOUR

CONTINUOUS MONITORING

EX-SITU

EX-SITU

EX-SITU

VAPOUR SAMPLING

Application via a water blaster during the in-situ trial due to the coincidental emission of cement dust.

Weak odours were recorded over a wide range of distances (between40and240m).Formoreintenseodours,therangeof distances recorded was reduced (between 10 and 15m).

Regular odour surveys basedontheFIDOLfactors.

Continuous monitoring of VOCs, LEL, O2, CO, H2S at various distances.

Backpackmistblowerusedduring the ex-situ trial due to reduced dust emission.

Weak odours were recorded over a narrower range of distances (between 70 and 100m) when compared with the in-situ trial. However the range of distances did not vary significantly when recorded odours were more intense.

Canister whole air sampling with laboratory analysis of VOCs and TPHs.

R² = 0.9249

R² = 0.919

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In-Situ trial, average distance for all stage of workEx-situ trial, maximum distance for all stages of the workLog. (In-Situ trial, average distance for all stage of work)Log. (Ex-situ trial, maximum distance for all stages of the work)

Distance from the trial work [m]

Odour intensityfrom Not perceptible (0)to Extremely strong (6)

Comparison between in-situ and ex-situ trialsMaximum distances where the different odours intensity were observed

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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

In-situ mixing with injection of cement @150kg/m3 without odour suppressant - Wind 2-4m/s

In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 1-5m/s

In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 0-2m/s

Log. (In-situ mixing with injection of cement @150kg/m3 without odour suppressant - Wind 2-4m/s)

Log. (In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 1-5m/s)

Log. (In-situ mixing with injection of cement @150kg/m3 and 50kg/m3 with odour suppressant - Wind 0-2m/s)

Distance from the trial work [m]

Odour intensityfrom Not perceptible (0)to Extremely strong (6)

Influence of the odour suppressant on the odour intensity with the distance from the trial work

Wind

In-situ trial area

Walkover direction (example)3-min odour assessment location

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7:40 8:40 9:40 10:40 11:41 12:41 13:41

PID-Min(ppm)

PID-Avg(ppm)

PID-Max(ppm)

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7:40 8:40 9:40 10:40 11:41 12:41 13:41

PID-Min(ppm)

PID-Avg(ppm)

PID-Max(ppm)

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0.2

0.3

0.4

0.5

0.6

0.7

7:40 8:40 9:40 10:40 11:41 12:41 13:41

VOC(ppm)(Min)

VOC(ppm)(Avg)

VOC(ppm)(Max)

• Intenseodours• Smallerfootprint• Longerduration

• Lessintenseodours• Largerfootprint• Shorterduration

PID 2.5m downwind of the in-situ trial area - peak @ 105ppm

Mixingwithcement Low wind 0-2m/s

Mixingwithcement Mediumwindincreasingandgusting2-5m/s

Break

PID 15m downwind of the in-situ trial area - peak @ 7.5ppm

PID 30m downwind of the in-situ trial area - peak @ 0.6ppm