Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 292-A |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Oneida #3 Mine Discharge
- 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 - 292-B |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Discharge from Treatment Tank #1
- 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 - 292-E |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-12-30 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 17.6 | -5.4 | 0.072 | -- | 0.147 | -- | 0.937 | -- | 30.2 | 5 | 0.03 |
| 2010-02-18 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 12.8 | -7.2 | 0.034 | -- | 0.151 | -- | 0.429 | -- | 28.7 | 5 | 0.02 |
| 2010-04-12 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 15.4 | -5.2 | 0.033 | -- | 0.174 | -- | 0.416 | -- | 31.7 | 5 | 0.03 |
| 2010-07-06 | -- | -- | -- | 7.5 | -- | -- | -- | -- | -- | 22.4 | -8.8 | 0.03 | -- | 0.123 | -- | 0.279 | -- | 33.3 | 14 | 0.02 |
| 2012-05-24 | -- | 413 | 8 | 7.5 | -- | -- | 72 | 174 | -- | 38 | -17 | 0.06 | -- | 0.08 | -- | 0.58 | -- | 29 | 0 | -- |
| 2012-09-13 | -- | 940 | -- | 7.3 | -- | -- | -- | -- | -- | 17.4 | -14 | 0.035 | -- | 0.155 | -- | 0.551 | -- | 32.1 | 10 | 0.02 |
| 2015-05-27 | -- | 900 | 5.86 | 5.5 | -- | -- | 14.9 | 157 | -- | 7 | 15 | 0.08 | -- | 0.32 | -- | 0.58 | -- | 29 | 5 | -- |
| 2018-01-11 | -- | -- | 7.17 | 7.2 | -- | 14.72 | -- | -- | -- | 18.8 | -3.8 | 0.3 | -- | 0.084 | -- | 0.5 | -- | 33.4 | 5 | 0.02 |
| 2018-02-14 | -- | -- | 6.9 | 7.3 | -- | -- | -- | -- | -- | 25.4 | 3 | 0.3 | -- | 0.05 | -- | 0.566 | -- | 28 | 5 | 0.02 |
| 2018-03-12 | -- | -- | 5.98 | 7.4 | -- | -- | -- | -- | -- | 26.8 | -17 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 28.9 | 5 | 0.02 |
| 2018-04-12 | -- | -- | 7.11 | 7.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-31 | -- | -- | 6.45 | 6.5 | -- | -- | 19.90 | 148 | -- | 17 | 9 | 0.06 | -- | 0.19 | -- | 0.42 | -- | 28 | <2 | -- |
| 2021-05-11 | Assumed | 5112 | 6.27 | 6.06 | 131.8 | 11.5 | 11.3 | 117 | 10 | <20.0 | 11.97 | <0.200 | -- | 0.195 | -- | 0.273 | -- | 19.4 | <1.60 | -- |
| 2023-06-27 | Measured | 2455 | 6.31 | 6.29 | -3.1 | 6.17 | 15.2 | 136 | 35 | 5.85 | 3.72 | 0.68 | -- | 0.29 | -- | 1.56 | -- | 25.9 | 10 | -- |
| Minimum: | 0 | 413 | 5.86 | 5.5 | -3.1 | 6.17 | 11.3 | 117 | 10 | 5.85 | -17 | 0.03 | -- | 0.05 | -- | 0.273 | -- | 19.4 | 0 | 0.02 |
| Maximum: | 0 | 5112 | 8 | 7.5 | 131.8 | 14.72 | 72 | 174 | 35 | 38 | 15 | 0.68 | -- | 0.32 | -- | 1.56 | -- | 33.4 | 14 | 0.03 |
| Average: | 0 | 1,964 | 6.67 | 6.97 | 64 | 10.80 | 26.7 | 146 | 22.50 | 19 | -2.8 | 0.17 | -- | 0.15 | -- | 0.58 | -- | 29.1 | 6.3 | 0.02 |
| Range: | 0 | 4699 | 2.14 | 2 | 134.9 | 8.55 | 60.7 | 57 | 25 | 32.15 | 32 | 0.65 | -- | 0.27 | -- | 1.287 | -- | 14 | 14 | 0.01 |
| Median: | 0 | 940 | 6.45 | 7.3 | 64.35 | 11.5 | 15.2 | 148 | 22.5 | 17.5 | -5.2 | 0.07 | -- | 0.15 | -- | 0.5 | -- | 29 | 5 | 0.02 |
| Loading (lb/day): | 823.64 | 158.4 | 153 | 5.41 | -- | 5.23 | -- | 15.64 | -- |
Sample Point Description: Discharge from Settling Pond #2; Final effluent of 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.