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. Author manuscript; available in PMC: 2016 Feb 8.
Published in final edited form as: Elementa (Wash D C). 2015 Jul 29;3:000064. doi: 10.12952/journal.elementa.000064

Table 1.

Collection dates and rainfall intensities for study samples

Sample Type Sample IDs Sample Date Weather
Lake MH1, MH2, MH3 6/04/12 baseflowa
DP1, DP2, DP3
Rivers KK1, MKE1, MNE1 7/28/11 rain
KK2, MKE2, MNE2 10/14/11 antecedent rainb
Estuary/Harbor Junction1, Gap1 6/04/12 baseflow
Junction2, Gap2 8/23/11 <0.5 cm
Junction3, Gap3 9/28/11 antecedent rain
Junction4, Gap4 6/22/11 baseflow
Sewage JI1, JI2, JI3 8/07/12, 4/04/12, 5/01/13 baseflow
SS1, SS2 1/25/11, 4/11/11 baseflow
Stormwater HC23 6/04/10 rain
MN40 9/01/10 rain
MN53 10/26/10 rain
MN73 6/15/11 rain
UC09, UC10 6/20/11 rain
HAC13, HAC21, HAC22, HC33, HC43 7/22/11 rain
HAC16 9/29/11 rain
SWC01B 6/16/12 rain
a

Baseflow conditions reflect no rain on the day of sampling and no rain 48 h prior to sampling

b

Antecedent rain conditions reflect no rain on the day of sampling but rainfall >1 cm within 24 h of sampling.

doi: 10.12952/journal.elementa.000064.t001