1 1 Supplemental Data 2 S1- Time to sorptive equilibrium 3 Experimental Parameters 4 Particulate matter and wastewater were collected on 7/26/11. They were combined to produce a solution 5 with a suspended solids concentration of 19 mg/L. 15 ng of pyrethroids were added to 30 mL aliquots of 6 particle solution (Ctotal = 500 ng/L). Duplicate samples were extracted at 30, 90, 150, and 1680 min. Solid 7 phase microextraction (SPME) and gas-chromatography negative chemical ionization mass spectrometry 8 (GC-NCI-MS) were performed as described in the Methods section. 9 10 Figure S1- Time to sorptive equilibrium. Error bars represent the range between duplicates. 11 Excel 2007 was used to test the significance of a linear slope. It was not significant (α=0.05) in all cases. 12 An equilibration time of 16 hours (960 minutes) was selected. Rates of permethrin sorption to wastewater 13 particles were assumed to be similar to those for the three pyrethroids tested. 14 2 15 S2- Time to equilibrium between pyrethroid and SPME fiber 16 Experimental parameters 17 Pyrethroid was added to 30 mL MilliQ water (Millipore) to obtain a concentration of 20 ng/L. Samples 18 were extracted for 10, 20, 30, 60, 90, and 150 minutes and analyzed as described in Methods Section. 19 After completion of SPME analysis the GC-NCI-MS was reverted back to liquid analysis and standards 20 were injected to quantify pg on column. 21 22 Figure S2: Fiber uptake of lambda-cyhalothrin. Error bars represent the standard deviation between 23 samples. 24 25 26 27 28 29 30 3 31 S3- Effluent Water Quality Parameters 32 Whole Effluent Water Qualitya UC Davis Measurement University of Maryland’s Horn Point Laboratory Total Volatile Total Particulate Dissolved Sampling Suspended Suspended Suspended Organic Carbon Organic Carbon Event Solids (TSS) Solids (VSS)b Solids (POC) (DOC) (TSS) 9.7 NM 11.5 6.9 13.2 21 Nov (R) 5.4 NM 3.8 2.9 13.1 16 Feb (R) 4.0 3.1 2.7 2.4 10.8 19 Apr 7.3 5.7 5.4 2.7 10.9 26 Jul 9.3 7.1 7.7 3.3 11.9 20 Sep 14.3 12.6 5.4 4.6 11.1 21 Jan (R) a All values are in mg/L 33 b 34 Table S3- Water quality parameters for whole effluent. UC Davis measurements were made from grab 35 samples collected during 24-hr sampling event. University of Maryland’s Horn Point measurements were 36 made from 24-hr composite effluent samples. NM indicates that value was not measured 4 37 S4- Particle size distribution (PSD) of reconstituted wastewater sample 0.6 0.5 0.4 0.3 DFE 0.2 Reconsituted Sample 0.1 0 0.5 0.63 0.794 1 1.414 2 2.828 4 4.757 5.657 6.727 8 11.31 16 20 Fraction of total particle count PSD Comparison Particle Size Bin (um) 38 39 Figure S4- Comparison of the particle size distribution between the whole effluent (DFE) and the 40 reconstituted sample 41 42 43 44 45 46 47 48 49 5 50 S5- Particle fractionation by lab centrifugation 51 52 53 Figure S5- Pyrethroid concentration of each treatment by sampling event. A star indicates there was a 54 significant difference between DFE and <0.8 µm means at α=0.05. Error bars show the standard deviation 55 between replicate samples. 56 6 57 S6- PSD in particle fractionation Particle Fractionation Particle Counts 2500000 2000000 1500000 Whole Effluent 1000000 <2.6 um 500000 <0.8 um 0.5 0.63 0.794 1 1.414 2 2.828 4 4.757 5.657 6.727 8 11.31 16 20 0 Particle Size Bins (um) 58 59 Figure S6- Particle size distribution of each centrifuge treatment. Jan event is shown and is 60 representative of other sampling dates. 61 7 62 S7- Number of replicates used in Kd single point calculation 21 Nov (R) 16 Feb (R) 19 Apr 26 Jul 20 Sep 21 Jan (R) Number of replicates used in Kd calculation Bifenthrin λ-Cyhalothrin Cypermethrin 6 6 6 12 12 12 9 12 12 10 12 12 11 12 12 12 12 12 Permethrin 6 10 8 9 12 11 63 64 Table S7- Number of replicates used for Kd calculation. Replicates were only dropped if the SPME 65 measurement was below the reported limit of detection. 8 66 S8- Comparison of SPME pre-treatment methods 67 Experimental parameters 68 Wastewater particle solution was prepared at a TSS concentration of 20 mg/L. Two 30 mL aliquots of 69 particle solution were prepared for direct SPME analysis and are referred to as “regular”. Six 36-mL 70 aliquots were placed into 40 mL centrifuge tubes. Two aliquots were only centrifuged (C-O) and four 71 were flocculated. One set of flocculation samples underwent one round of flocculation/centrifugation (F- 72 1) and the other two (F-2). Twenty ng of bifenthrin, lambda-cyhalothrin, and cypermethrin were added to 73 each treatment and tubes were tumbled at 20 rpm for approximately 16 h. 74 The day of SPME analysis, calibration standards were prepared in deionized (MilliQ) water. 0.9 mL of 75 10% by weight alum and 3 drops of 1 M NaOH were added to F-1 and F-2. C-O, F-1, F-2 were 76 centrifuged at 3280 rpm for 30 minutes. C-O and F-1 were then removed for analysis while F-2 77 underwent a second round of flocculation and centrifugation. 30 mL of supernatant was carefully 78 transferred into a 30 mL sample vial. SPME analysis was performed as described in the Methods Section. 79 80 Figure S8: Comparison of SPME pre-treatment methods. Error bars represent the range of duplicates.