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. 2015 Jul 1;4(3):470–502. doi: 10.3390/pathogens4030470

Table 6.

Distance and physicochemical characteristic effects on chlorine residual and Legionella spp. occurrence in ten reclaimed water systems.

Site and Location a Distance (Miles) TOC (mg/L) pH Temp (°C) Free Cl (mg/L) Legionella (CFU/mL)
CA-18 Effluent 0 5.0 ± 0.3 7.6 ± 0.1 20.5 ± 0.3 N/A b <3
Reservoir 0.004 4.8 ± 0.1 7.7 ± 0.3 23.1 ± 0.3 0.1 ± 0 <3
DS1 0.3 4.9 ± 0 7.8 ± 0.3 20.8 ± 0.2 0.1 ± 0 <3
DS2 1.5 4.6 ± 0.1 8.0 ± 0 21.3 ± 0.2 0.1 ± 0 3
DS3 2.5 4.7 ± 0.2 8.2 ± 0 19.6 ± 0.1 0.1 ± 0 46 ± 19
FL-1 Effluent 0 4.3 ± 0.1 7.7 ± 0.1 29.5 ± 0.1 2.03 ± 0.06 2300
Reservoir 0.05 4.1 ± 0 7.8 ± 0 28.9 ± 0.4 1.17 ± 0.15 <3
DS1 0.4 4.2 ± 0 7.8 ± 0 29.1 ± 0.2 0.55 ± 0.05 <3
DS2 1.1 3.9 ± 0 7.8 ± 0 27.5 ± 0.2 0.12 ± 0.03 3
DS3 2.7 3.8 ± 0 8.1 ± 0.1 27.0 ± 0.1 0.10 ± 0 29 ± 2
NC Effluent 0 6.0 ± 0 7.0 ± 0 21.1 ± 0.5 0.65 ± 0.09 36
Reservoir 7.9 5.7 ± 0.1 6.9 ± 0 16.3 ± 0.3 0.1 ± 0 55
DS1 0.8 6.0 ± 0 7.2 ± 0.1 17.3 ± 0.4 0.2 ± 0.03 9
DS2 8.0 6.1 ± 0.2 7.5 ± 0.1 16.4 ± 0.1 0.22 ± 0.03 47 ± 17
DS3 9.3 6.0 ± 0 7.1 ± 0.1 15.8 ± 0.4 0.67 ± 0 23 ± 9
CA-3 Effluent 0 6.8 ± 0.1 8.2 ± 0 22.6 ± 1 1.33 ± 0.06 660 ± 300
Reservoir 21.1 7.1 ± 0.1 7.6 ± 0 24.2 ± 0.3 0.16 ± 0.05 9
DS1 11.5 7.1 ± 0.1 8.5 ± 0.1 23.4 ± 0.2 1 ± 0 140 ± 30
DS2 17.9 7.1 ± 0.1 7.7 ± 0 24.7 ± 0.2 0.21 ± 0.04 <3
DS3 26.9 6.7 ± 0 7.5 ± 0 23.3 ± 0.9 0.16 ± 0.02 6
CA-2 Effluent 0 6.1 ± 0.1 7.1 ± 0.1 23.5 ± 0.4 0.21 ± 0.04 <3
Reservoir 0.002 7.1 ± 0.1 6.9 ± 0 29.6 ± 0.7 0.21± 0.02 1600 ± 1100
DS1 0.63 6.4 ± 0.1 7.2 ± 0 27.2 ± 0.2 0.15 ± 0.03 24
DS2 1.71 6.5 ± 0.1 7.1 ± 0 24.0 ± 0.5 0.14 ± 0.02 45
DS3 2.62 6.4 ± 0.1 7.2 ± 0 21.3 ± 0.1 <0.01 3
CO-5 Effluent 0 7.5 ± 0.1 7.3 ± 0.1 23.6 ± 0.9 23.6 ± 0.9 130
Reservoir 0.006 7.5 ± 0.1 9.5 ± 0 27.8 ± 0.8 0.15 ± 0.03 460 ± 160
DS1 0.1 7.5 ± 0.1 7.3 ± 0 22.4 ± 0.9 0.14 ± 0.02 810 ± 340
DS2 1.3 6.3 ± 0 7.8 ± 0.1 23.6 ± 0.4 0.11 ± 0.01 220 ± 270
DS3 2 7.4 ± 0.1 7.3 ± 0 22.7 ± 1.0 0.18 ± 0.02 92 ± 2
CA-1 Effluent 0 4.9 ± 0 8.1 ± 0 26.7 ± 0.5 0.16 ± 0.04 <3
Reservoir 0.1 5.7 ± 0 8.6 ± 0 19.9 ± 0.2 <0.01 220 ± 270
DS1 2.3 8.1 ± 0.1 7.4 ± 0 21.0 ± 0.8 0.03 ± 0.03 3300 ± 1900
DS2 4.4 6.8 ± 0.1 7.6 ± 0 20.2 ± 0.6 0.14 ± 0.02 45
DS3 6.9 7.4 ± 0 7.7 ± 0 22.6 ± 0.2 0.13 ± 0.02 12
AZ-8 Effluent 0 6.1 ± 0.1 7.9 ± 0 15.2 ± 1.2 0.22 ± 0.03 <3
Reservoir 0.9 2.4 ± 0 8.4 ± 0 17.0 ± 0.2 0.11 ± 0.04 12
DS1 0.1 1.7 ± 0 8.4 ± 0 13.9 ± 0.6 0.04 ± 0.02 30
DS2 1.2 1.7 ± 0 8.0 ± 0 13.8 ± 0.6 0.14 ± 0.02 3
DS3 2 2.0 ± 0 7.9 ± 0 13.5 ± 0.8 0.05 ± 0 <3
TX-3 Effluent 0 7.5 ± 0.1 7.8 ± 0.2 22.9 ± 0.1 0.4 ± 0.3 120 ± 130
Reservoir 1.5 7.7 ± 0.1 7.4 ± 0.1 21.9 ± 1 0.3 ± 0.1 500 ± 310
DS1 1.9 6.4 ± 0.1 7.3 ± 0.1 22.5 ± 0.1 0.08 ± 0.03 3
DS2 4.9 5.5 ± 0.1 7.3 ± 0.1 22.1 ± 0.1 <0.01 3
DS3 6.4 4.9 ± 0.1 7.9 ± 0 23.0 ± 0.3 0.06 ± 0.1 9
FL-5 Effluent 0 13.9 ± 0.2 7.4 ± 0 28.3 ± 0.1 1.53 ± 0.06 870 ± 990
Reservoir 0.04 15.0 ± 0 7.5 ± 0 26.9 ± 0.5 0.48 ± 0.08 45 ± 19
DS1 0.5 14.2 ± 0.1 7.7 ± 0 24.7 ± 0.2 0.14 ± 0.05 33
DS2 3.3 8.4 ± 0.1 7.2 ± 0 26.2 ± 0.2 0.08 ±0.03 105 ± 140
DS3 6.8 8.4 ± 0.1 7.1 ± 0 27.4 ± 0.3 0.13 ± 0.03 45
Mean 6.8 c 6.3 7.3 22.7 0.30 440
Median 4.6 c 6.2 7.6 22.9 0.15 94

a Sampled in March (CA-18 and TX-3), April (FL-1, FL-5 and NC), May (AZ-8, CA-1, CA-2, CA-3) or July (CO-5) of 2013; b Not applicable (No chlorination); c Mean and median of total mile length of each system as opposed to the mean and median of respective sampling points. (Source: [25]).