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 | -- |
| 2025-05-29 | -- | 29 | 4 | 3.1 | -- | -- | -- | -- | 0 | 0 | 135.2 | 5.269 | -- | 1.362 | -- | 8.799 | -- | 249.7 | <20 | -- |
| Minimum: | -- | 5 | 4 | 3 | -- | -- | -- | -- | 0 | 0 | 66.6 | 1.136 | -- | 1.305 | -- | 4.318 | -- | 218.4 | -- | -- |
| Maximum: | -- | 29 | 4 | 3.2 | -- | -- | -- | -- | 0 | 0 | 135.2 | 5.269 | -- | 2.018 | -- | 8.799 | -- | 249.7 | -- | -- |
| Average: | -- | 17 | 4.00 | 3.11 | -- | -- | -- | -- | 0 | 0 | 95.1 | 2.01 | -- | 1.53 | -- | 5.96 | -- | 234.1 | -- | -- |
| Range: | -- | 24 | 0 | 0.2 | -- | -- | -- | -- | 0 | 0 | 68.6 | 4.133 | -- | 0.713 | -- | 4.481 | -- | 31.3 | -- | -- |
| Median: | -- | 15 | 4 | 3.1 | -- | -- | -- | -- | 0 | 0 | 92.2 | 1.53 | -- | 1.44 | -- | 5.34 | -- | 234.05 | -- | -- |
| Loading (lb/day): | -- | -- | 20.36 | 0.49 | -- | 0.3 | -- | 1.26 | -- |
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 | -- |
| 2025-05-29 | -- | 35 | 7 | 7.6 | -- | -- | -- | -- | 95 | 96.8 | -75.4 | 0.95 | -- | 0.362 | -- | 2.186 | -- | 259.8 | <20 | -- |
| Minimum: | -- | 6.6 | 7 | 7.33 | -- | -- | -- | -- | 95 | 94.6 | -136.4 | 0.368 | -- | 0.362 | -- | 2.186 | -- | 207.6 | 16 | -- |
| Maximum: | -- | 35 | 7 | 8 | -- | -- | -- | -- | 95 | 151.2 | -75.4 | 0.95 | -- | 1.232 | -- | 2.186 | -- | 259.8 | 16 | -- |
| Average: | -- | 18 | 7.00 | 7.69 | -- | -- | -- | -- | 95.00 | 123 | -105.5 | 0.72 | -- | 0.78 | -- | 2.19 | -- | 233.7 | 16.0 | -- |
| Range: | -- | 28.4 | 0 | 0.67 | -- | -- | -- | -- | 0 | 56.6 | 61 | 0.582 | -- | 0.87 | -- | 0 | -- | 52.2 | 0 | -- |
| Median: | -- | 15 | 7 | 7.7 | -- | -- | -- | -- | 95 | 127.8 | -106.2 | 0.78 | -- | 0.88 | -- | 2.19 | -- | 233.7 | 16 | -- |
| Loading (lb/day): | 39.97 | 26.01 | -22.15 | 0.19 | -- | 0.16 | -- | 0.92 | -- |
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.