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PCBs in San Francisco Bay Area Municipal Wastewater Effluents

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PCBs in San Francisco Bay Area Municipal Wastewater Effluents ... Total SF Bay Area Municipal Effluents ~600 MGD * did not sample for all events ... – PowerPoint PPT presentation

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Title: PCBs in San Francisco Bay Area Municipal Wastewater Effluents


1
PCBs in San Francisco Bay Area Municipal
Wastewater Effluents
  • Donald Yee, Jon Leatherbarrow, Jay Davis

2
Study Participants
  • Fairfield Suisun, Palo Alto, San Jose, Sunnyvale
    - (SB/FS)
  • (200 MGD) November 1999 July 2000
  • CCCSD, CCSF, EBDA, EBMUD, Millbrae - (CB)
  • (300 MGD) December 2000 February 2001
  • Total SF Bay Area Municipal Effluents 600 MGD
  • did not sample for all events

3
Why measure PCBs in effluent?
  • Evaluate potential for impacts
  • Water quality (fish tissue) criterion (170 pg/L
    total PCBs)
  • Ambient water concentrations
  • Estimate loads to SF Estuary
  • Effluent potentially controllable pathway
  • Evaluate in context of other loads
  • Limited number of previous measurements
  • Restricted use since 1979, expect decline

4
SB/FS Sampling CB Sampling
  • PCBs only
  • 2 sampling events
  • 1 Lab
  • FB system
  • 4 L filled bottle (amber narrow neck solvent
    bottle)
  • Second bottle taken as backup/ blind duplicate
  • PAHs, PCBs, pesticides, dioxins
  • 4 sampling events
  • Intercomparison of
  • 2 labs collecting (first event)
  • 3 labs analyzing (all 4 events)
  • Infiltrex (SPE) system
  • 400 L solid phase extraction
  • Glass fiber filter in series w/
  • 250 g or 2x70 g XAD2 columns

5
SPE Sampling (SB/FS) FB Sampling (CB)
  • Advantages/disadvantages
  • Ease of collection (4kg)
  • Quick grab sample
  • Higher detection limits
  • Advantages/disadvantages
  • Ease of sample handling
  • (400 L 400 kg hernia)
  • Lower detection limits
  • Slow composite sample
  • Potential incomplete recovery

6
PCBs in Effluent (First Event) (SB/FS)
  • Sampling differences
  • Lab A one 250 g column
  • Lab B two 70 g columns (140 g total XAD2)
  • Lab A recovery average 25 higher than Lab B
  • Analytical differences
  • Lab C no prior experience in SPE water matrix

7
Sampling Issues Remedies (SB/FS)
  • Issue Collection differences?
  • Different column sizes larger column greater
    retention
  • Remedies
  • Columns to collect breakthrough (in series)
  • Recovery improved but still incomplete (1/2 1/4
    1/8)
  • Whole effluent/water analysis
  • To be used for select 2002 RMP water samples
  • Limited number of analytes (e.g. PCBs only)

8
PCBs in Effluent (All Events) (SB/FS)
  • Lab B collected samples
  • Sum of PCBs 120-320 pg/L
  • (RMP average 600 pg/L)
  • Event differences generally insignificant and lt
    2x
  • Plant differences generally insignificant
  • Annual loads lt 0.1 kg/yr
  • (mean flow x concentration

9
Analytical Variability (SB/FS)
  • Intra-lab replicate analyses of XAD2 extracts or
    blank spikes RSD lt 20
  • Inter-lab splits of XAD2 extracts RSD 20-80
    (maxmin 1.5-9x)
  • Average RSD 51 with Lab C, 33 without Lab C

10
Analytical Issues and Remedies (SB/FS)
  • Issues
  • Inter-lab variability gtgt intra-lab
  • Surrogate recovery handling (ECD vs MS)
  • Interferences, peak shifts
  • Remedies
  • Intercalibration exercises
  • NIST (sediment, tissue) acceptable Z-scores 50
  • ERA WP-83 (water) limits 30-150 (Aroclor 1242 _at_
    11 µg/L)

11
PCBs in Effluent (CB)
  • SFEI/POTW staff collected 4 L grabs
  • No sample splits
  • Replicate sample

12
Sampling Analytical Variability (CB)
  • Samples from each event
  • 2 month separation
  • Event flow differences up to 2x
  • Sum PCBs RSD 25 or less at a site
  • Blind replicate sample
  • 10 minutes separation
  • Sum PCBs RSD lt 5

13
Summary
  • Measurable PCBs in effluents
  • Sum PCBs 100-7900 pg/L
  • Municipal wastewater loads 2 kg/yr
  • Small inter-season/event differences
  • Inter-lab gtgt intra-lab variability
  • Familiarity with particular matrix important
  • Need reliable lab and/or additional QA/QC

14
What Next?
  • Filling in PCB budget
  • PCBs in refinery effluent (underway)
  • Preliminary results - also small component of
    loads
  • Local tributary loads
  • (including stormwater)
  • Delta loads
  • Even more sensitive to accuracy/precision issues

15
Next
  • Refined RMP sampling
  • Representative site selection
  • Improved measurement accuracy
  • Organics QA/QC workshop
  • Further the state of the art
  • _at_SFEI March 29, 2002 10am-3pm
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