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. 2023 Jan 19;57(4):1755–1763. doi: 10.1021/acs.est.2c07763

Table 1. Summary of Wastewater Treatment Facilities/Sewersheds and Sample Characteristics.

facility/sewershed population served flow rate (mgd) sample type  and source sample collection volume (mL) C. auris sampling time frame
1 872,009 100 grab influent 150 7/11/2022–9/6/2022
grab primary effluent 10,000a 6/27/2022–9/6/2022
2 86,330 5 composite influent 10,000a 6/27/2022–9/6/2022
3 757,418 42 composite/grab influentd 150 7/5/2022–9/6/2022
4b,c N/Ab N/Ab composite influent 150 7/5/2022–9/6/2022
4Ab,c 133,977 15 grab influent 150 7/5/2022–9/6/2022
4Bb 114,532 6 grab influent 150 7/5/2022–9/6/2022
5 255,008 20 composite influent 150 7/5/2022–9/6/2022
6 16,399 0.8 grab influent 150 7/5/2022–9/6/2022
a

10,000 mL samples were processed using hollow fiber ultrafiltration (HFUF) prior to pelleting by centrifugation.

b

Facility 4 is the 24-hour composite of Facility 4A (west trunk line) and Facility 4B (east trunk line).

c

Facility 4A (and by default Facility 4) receives solids and bypass flows from Facility 2.

d

Grab influent samples were collected on 8/15, 8/22, and 8/29 (otherwise composite).