Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - In |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-12-11 | -- | 15.84 | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 100.8 | 1.786 | -- | 1.697 | -- | 6.09 | -- | -- | -- | -- |
| 2019-01-04 | -- | 15 | -- | 3 | -- | -- | -- | -- | -- | 0 | 88.6 | 1.393 | -- | 1.444 | -- | 5.021 | -- | -- | -- | -- |
| 2019-02-13 | -- | 15 | -- | 3.2 | -- | -- | -- | -- | -- | 0 | 66.6 | 1.136 | -- | 1.513 | -- | 4.318 | -- | -- | -- | -- |
| 2019-03-05 | -- | 15 | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 88.6 | 1.268 | -- | 1.388 | -- | 5.344 | -- | -- | -- | -- |
| 2019-04-03 | -- | 5 | -- | 3.2 | -- | -- | -- | -- | -- | 0 | 93.8 | 1.666 | -- | 2.018 | -- | 6.944 | -- | -- | -- | -- |
| 2019-05-07 | -- | 24 | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 92.2 | 1.531 | -- | 1.305 | -- | 5.202 | -- | 218.4 | <5 | -- |
| Minimum: | -- | 5 | -- | 3 | -- | -- | -- | -- | -- | 0 | 66.6 | 1.136 | -- | 1.305 | -- | 4.318 | -- | 218.4 | -- | -- |
| Maximum: | -- | 24 | -- | 3.2 | -- | -- | -- | -- | -- | 0 | 100.8 | 1.786 | -- | 2.018 | -- | 6.944 | -- | 218.4 | -- | -- |
| Average: | -- | 15 | -- | 3.12 | -- | -- | -- | -- | -- | 0 | 88.4 | 1.46 | -- | 1.56 | -- | 5.49 | -- | 218.4 | -- | -- |
| Range: | -- | 19 | -- | 0.2 | -- | -- | -- | -- | -- | 0 | 34.2 | 0.65 | -- | 0.713 | -- | 2.626 | -- | 0 | -- | -- |
| Median: | -- | 15 | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 90.4 | 1.46 | -- | 1.48 | -- | 5.27 | -- | 218.4 | -- | -- |
| Loading (lb/day): | -- | -- | 15.9 | 0.26 | -- | 0.27 | -- | 0.95 | -- |
Sample Point Description: Influent to Aluminaide passive treatment system
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.
Sample Point - Out |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-12-11 | -- | 15.84 | -- | 7.9 | -- | -- | -- | -- | -- | 131.4 | -113.4 | <0.300 | -- | 1.232 | -- | <0.500 | -- | -- | -- | -- |
| 2019-01-04 | -- | 15 | -- | 7.7 | -- | -- | -- | -- | -- | 118.6 | -105.2 | <0.300 | -- | 0.877 | -- | <0.500 | -- | -- | -- | -- |
| 2019-02-13 | -- | 15 | -- | 7.6 | -- | -- | -- | -- | -- | 94.6 | -81.4 | <0.300 | -- | 0.449 | -- | <0.500 | -- | -- | -- | -- |
| 2019-03-05 | -- | 15 | -- | 7.7 | -- | -- | -- | -- | -- | 127.8 | -106.2 | 0.368 | -- | 0.58 | -- | <0.500 | -- | -- | -- | -- |
| 2019-04-03 | -- | 6.6 | -- | 8 | -- | -- | -- | -- | -- | 141.4 | -120.8 | 0.8 | -- | 0.885 | -- | <0.500 | -- | -- | -- | -- |
| 2019-05-07 | -- | 24 | -- | 7.33 | -- | -- | -- | -- | -- | 151.2 | -136.4 | 0.766 | -- | 1.077 | -- | <0.500 | -- | 207.6 | 16 | -- |
| Minimum: | -- | 6.6 | -- | 7.33 | -- | -- | -- | -- | -- | 94.6 | -136.4 | 0.368 | -- | 0.449 | -- | -- | -- | 207.6 | 16 | -- |
| Maximum: | -- | 24 | -- | 8 | -- | -- | -- | -- | -- | 151.2 | -81.4 | 0.8 | -- | 1.232 | -- | -- | -- | 207.6 | 16 | -- |
| Average: | -- | 15 | -- | 7.71 | -- | -- | -- | -- | -- | 128 | -110.6 | 0.64 | -- | 0.85 | -- | -- | -- | 207.6 | 16.0 | -- |
| Range: | -- | 17.4 | -- | 0.67 | -- | -- | -- | -- | -- | 56.6 | 55 | 0.432 | -- | 0.783 | -- | -- | -- | 0 | 0 | -- |
| Median: | -- | 15 | -- | 7.7 | -- | -- | -- | -- | -- | 129.6 | -109.8 | 0.77 | -- | 0.88 | -- | -- | -- | 207.6 | 16 | -- |
| Loading (lb/day): | -- | 23.56 | -20.55 | 0.12 | -- | 0.16 | -- | -- | -- |
Sample Point Description: Effluent of autoflushing limestone pond and final effluent of the Aluminaide treatment system.
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.