Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - KSTWRD10 |
Download Sample Point Report CSV / Inflow: No / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2014-03-18 | -- | 294.92 | 5.24 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2014-04-21 | -- | 199.99 | 4.98 | 4.9 | -- | -- | -- | -- | -- | 1.2 | 17.2 | 0.3 | -- | 1.829 | -- | 2.664 | -- | 284.9 | 6 | 0.04 |
| 2014-07-21 | -- | 93.58 | 5.86 | 6.7 | -- | -- | -- | -- | -- | 10.2 | -7.6 | 0.3 | -- | 1.723 | -- | 2.232 | -- | 282.4 | 12 | 0.04 |
| 2014-08-18 | -- | 60.94 | 5.86 | 7.3 | -- | -- | -- | -- | -- | 35 | -22.6 | 0.3 | -- | 1.007 | -- | 1.394 | -- | 244.3 | 6 | 0.03 |
| 2014-10-14 | -- | 33.25 | 6.31 | 7.1 | -- | -- | -- | -- | -- | 33 | -17.2 | 0.3 | -- | 1.105 | -- | 1.877 | -- | 308.9 | 10 | 0.07 |
| Minimum: | -- | 33.25 | 4.98 | 4.9 | -- | -- | -- | -- | -- | 1.2 | -22.6 | 0.3 | -- | 1.007 | -- | 1.394 | -- | 244.3 | 6 | 0.03 |
| Maximum: | -- | 294.92 | 6.31 | 7.3 | -- | -- | -- | -- | -- | 35 | 17.2 | 0.3 | -- | 1.829 | -- | 2.664 | -- | 308.9 | 12 | 0.07 |
| Average: | -- | 137 | 5.65 | 6.50 | -- | -- | -- | -- | -- | 20 | -7.6 | 0.30 | -- | 1.42 | -- | 2.04 | -- | 280.1 | 8.5 | 0.05 |
| Range: | -- | 261.67 | 1.33 | 2.4 | -- | -- | -- | -- | -- | 33.8 | 39.8 | 0 | -- | 0.822 | -- | 1.27 | -- | 64.6 | 6 | 0.04 |
| Median: | -- | 93.58 | 5.86 | 6.9 | -- | -- | -- | -- | -- | 21.6 | -12.4 | 0.3 | -- | 1.41 | -- | 2.05 | -- | 283.65 | 8 | 0.04 |
| Loading (lb/day): | -- | 13.3 | 2.34 | 0.35 | -- | 1.88 | -- | 2.67 | -- |
Sample Point Description: Weaver Run AMD discharge #10. This was the original sample point for the discharge prior to installation of the Weaver Run D10 passive system; The sample point is located below the passive treatment system; Currently this sample point represents the treated discharge mixed with another small discharge that was not previously identified as it had been masked by the #10 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 - KSTWRT10I - 382 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-07-09 | -- | 66 | 3.42 | 3.4 | -- | -- | 10.5 | -- | -- | 0 | 65 | 0.3 | -- | 2.738 | -- | 5.854 | -- | 237.6 | 5 | 0.08 |
| 2012-07-24 | -- | -- | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 63.2 | 0.3 | -- | 2.674 | -- | 5.682 | -- | 163.8 | 6 | 0.07 |
| 2012-09-11 | -- | -- | 3.22 | 3.4 | -- | -- | 11.8 | -- | -- | 0 | 59.6 | 0.303 | -- | 2.969 | -- | 6.032 | -- | 353.4 | 5 | 0.06 |
| 2012-11-19 | -- | -- | 3.5 | 3.4 | -- | -- | 10.4 | -- | -- | 0 | 51.6 | 0.3 | -- | 2.936 | -- | 5.384 | -- | 256.8 | 5 | 0.05 |
| 2012-12-19 | -- | 185 | 3.57 | 3.4 | -- | -- | -- | 625 | -- | 0 | 48.6 | 0.302 | -- | 2.931 | -- | 5.594 | -- | 284.1 | 5 | 0.05 |
| 2013-02-05 | -- | 156 | 3.49 | 3.5 | -- | -- | -- | 548 | -- | 0 | 55.2 | 0.3 | -- | 2.425 | -- | 4.644 | -- | 225 | 5 | 0.04 |
| 2013-03-12 | -- | 256 | 3.29 | 3.5 | -- | -- | -- | 590 | -- | 0 | 42.6 | 0.3 | -- | 2.405 | -- | 4.436 | -- | 219 | 5 | 0.04 |
| 2013-05-07 | -- | 195 | 3.34 | 3.5 | -- | 295 | -- | 590 | -- | 0 | 40.8 | 0.3 | -- | 2.43 | -- | 4.482 | -- | 242.6 | 5 | 0.06 |
| 2013-07-29 | -- | 5 | 3.25 | 3.4 | -- | -- | -- | 657 | -- | 0 | 85 | 0.344 | -- | 3.131 | -- | 6.293 | -- | 260.3 | 10 | 0.08 |
| 2013-09-12 | -- | 177.47 | 3.39 | 3.4 | -- | -- | -- | 707 | -- | 0 | 85.6 | 0.309 | -- | 3.193 | -- | 6.192 | -- | 222.8 | 5 | 0.11 |
| 2014-03-18 | -- | 177.47 | 3.2 | -- | -- | -- | -- | 565 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2014-04-21 | -- | -- | 3.11 | 3.5 | -- | -- | -- | 307 | -- | 0 | 71 | -- | -- | -- | -- | -- | -- | 264.9 | 5 | 0.08 |
| 2014-07-21 | -- | -- | 3.41 | 3.4 | -- | -- | -- | -- | -- | 0 | 53 | 0.321 | -- | 2.973 | -- | 5.427 | -- | 286.9 | 5 | 0.08 |
| 2014-08-18 | -- | -- | 3.1 | 3.4 | -- | -- | -- | -- | -- | 0 | 69.8 | 0.474 | -- | 2.811 | -- | 5.424 | -- | 256.5 | 5 | 0.08 |
| 2014-10-14 | -- | 46.32 | 3.36 | 3.5 | -- | -- | -- | -- | -- | 0 | 73.4 | 0.34 | -- | 2.903 | -- | 5.999 | -- | 332.2 | 5 | 0.08 |
| 2014-12-16 | -- | 33 | 3.54 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-01-15 | -- | 64 | 3.54 | 3.4 | -- | -- | -- | -- | -- | 0 | 77.6 | 0.379 | -- | 3.443 | -- | 7.494 | -- | 279.8 | 5 | 0.07 |
| 2015-03-24 | -- | 378 | 2.97 | 3.5 | -- | -- | -- | -- | -- | 0 | 50.2 | 0.3 | -- | 2.579 | -- | 5.021 | -- | 255.4 | 5 | 0.069 |
| 2015-07-08 | -- | -- | 3.2 | 3.5 | -- | -- | -- | -- | -- | 0 | 89.6 | 0.3 | -- | 2.316 | -- | 4.974 | -- | 192.4 | 5 | 0.064 |
| 2015-11-16 | -- | 49 | 3.15 | 3.4 | -- | -- | -- | -- | -- | 0 | 99.8 | 0.329 | -- | 2.924 | -- | 6.5 | -- | 286.3 | 5 | 0.08 |
| 2015-12-16 | -- | 46 | 3.34 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-03-09 | -- | 254 | 3.15 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-04-18 | -- | 245 | 3.21 | 3.4 | -- | -- | -- | -- | -- | 0 | 59.2 | 0.34 | -- | 2.805 | -- | 6.14 | -- | 243.8 | 5 | 0.141 |
| 2016-06-21 | -- | 156 | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 67.4 | 0.382 | -- | 2.672 | -- | 5.873 | -- | 347.7 | 5 | 0.11 |
| 2016-07-25 | -- | -- | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 86.2 | 0.364 | -- | 2.971 | -- | 6.503 | -- | 242.3 | 5 | 0.09 |
| 2016-10-17 | -- | 106 | 3.11 | 3.3 | -- | -- | -- | -- | -- | 0 | 78.8 | 0.428 | -- | 3.232 | -- | 7.46 | -- | 263.8 | 5 | 0.156 |
| 2017-02-07 | -- | 317 | 5 | 3.4 | -- | -- | -- | -- | -- | 0 | 64 | 0.3 | -- | 2.506 | -- | 5.655 | -- | 297.2 | 5 | 0.136 |
| 2017-07-11 | -- | 105.6 | 3.57 | 3.5 | -- | -- | -- | -- | -- | 0 | 51.4 | 0.3 | -- | 2.112 | -- | 4.571 | -- | 239.5 | 6 | 0.378 |
| 2017-10-19 | -- | 30 | 3.36 | 3.4 | -- | -- | -- | -- | -- | 0 | 66.6 | 0.347 | -- | 2.874 | -- | 6.395 | -- | 260.7 | 6 | 0.191 |
| 2018-02-14 | -- | 400 | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 69.4 | 0.3 | -- | 2.551 | -- | 5.684 | -- | 229.6 | 5 | 0.161 |
| 2018-10-23 | -- | -- | 3.83 | 3.5 | -- | -- | 11.4 | -- | -- | 0 | 44.6 | 0.300 | -- | 2.035 | -- | 4.069 | -- | 185.4 | 5 | 0.042 |
| Minimum: | -- | 5 | 2.97 | 3.3 | -- | 295 | 10.4 | 307 | -- | 0 | 40.8 | 0.3 | -- | 2.035 | -- | 4.069 | -- | 163.8 | 5 | 0.04 |
| Maximum: | -- | 400 | 5 | 3.5 | -- | 295 | 11.8 | 707 | -- | 0 | 99.8 | 0.474 | -- | 3.443 | -- | 7.494 | -- | 353.4 | 10 | 0.378 |
| Average: | -- | 157 | 3.39 | 3.43 | -- | 295.00 | 11.0 | 574 | -- | 0 | 65.5 | 0.33 | -- | 2.75 | -- | 5.68 | -- | 256.7 | 5.3 | 0.10 |
| Range: | -- | 395 | 2.03 | 0.2 | -- | 0 | 1.4 | 400 | -- | 0 | 59 | 0.174 | -- | 1.408 | -- | 3.425 | -- | 189.6 | 5 | 0.338 |
| Median: | -- | 156 | 3.34 | 3.4 | -- | 295 | 10.95 | 590 | -- | 0 | 65 | 0.3 | -- | 2.81 | -- | 5.68 | -- | 256.5 | 5 | 0.08 |
| Loading (lb/day): | -- | -- | 118.5 | 0.62 | -- | 5.22 | -- | 10.83 | -- |
Sample Point Description: Discharge D10 at mine entry. Weaver RunTreatment system influent.
- 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 - KSTWRT10E - 383 |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Weaver Run D10 Treatment System Effluent
- 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.