Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 88-0.4 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1997-11-06 | -- | 63 | -- | 3.5 | -- | -- | -- | 448 | -- | 0 | 64 | 0.626 | -- | 2.71 | -- | 4.29 | -- | 100 | 2 | -- |
| 2002-05-23 | -- | 400 | -- | 3.5 | -- | -- | -- | -- | -- | 0 | 77.6 | 0.607 | -- | 1.19 | -- | 2.54 | -- | 44.7 | 3 | -- |
| 2004-06-10 | -- | 300 | 3.5 | 3.5 | -- | -- | -- | -- | -- | 0 | 89.6 | 0.378 | -- | 1.5 | -- | 2.98 | -- | 115.8 | 3 | -- |
| 2004-09-09 | -- | 300 | 4 | 3.8 | -- | -- | -- | -- | -- | 0 | 85.6 | 0.357 | -- | 1.45 | -- | 2.94 | -- | 79.7 | 3 | -- |
| 2005-04-26 | -- | 250 | 4 | 3.6 | -- | -- | -- | -- | -- | 0 | 81.8 | 0.433 | -- | 1.23 | -- | 2.26 | -- | 157.9 | 3 | -- |
| 2005-10-12 | -- | -- | -- | 3.5 | -- | -- | -- | -- | -- | 0 | 98.8 | 0.349 | -- | 2.75 | -- | 5.68 | -- | 184.7 | 3 | -- |
| 2006-03-28 | -- | 300 | 4 | 3.5 | -- | -- | -- | -- | -- | 0 | 61.2 | 0.398 | -- | 1.67 | -- | 3.42 | -- | 111.7 | 3 | -- |
| 2006-08-29 | -- | -- | 4 | 3.4 | -- | -- | -- | -- | -- | 0 | 51.4 | 0.354 | -- | 1.67 | -- | 3.64 | -- | 158.3 | 3 | -- |
| 2009-08-31 | -- | 90 | 4.00 | 3.48 | -- | -- | -- | 393 | -- | 0 | -57.80 | 0.48 | -- | 2.05 | -- | 4.21 | -- | 143.0 | 3 | -- |
| 2010-03-16 | -- | 160 | 3.5 | 3.60 | -- | -- | -- | 292 | -- | 0 | 33.71 | 0.27 | -- | 1.02 | -- | 2.04 | -- | 94.9 | 19 | -- |
| 2010-09-14 | -- | 150 | 4.0 | 3.44 | -- | -- | -- | 442 | -- | 0 | 56.23 | 0.42 | -- | 2.76 | -- | 6.87 | -- | 148.1 | 3 | -- |
| 2011-09-19 | -- | 150 | 4.0 | 3.70 | -- | -- | -- | 320 | -- | 0 | 30.45 | 0.18 | -- | 1.62 | -- | 3.05 | -- | 116.6 | 5 | -- |
| 2012-04-02 | -- | 150 | 4 | 3.66 | -- | -- | 8 | 292 | -- | ND | 33.23 | 0.36 | -- | 1.68 | -- | 3.1 | -- | 120.8 | <5 | -- |
| 2012-09-10 | -- | 50 | 3.1 | 3.63 | -- | -- | -- | 422 | -- | 0 | 48.80 | 0.37 | -- | 2.70 | -- | 6.17 | -- | 157.7 | 5 | -- |
| 2013-03-19 | -- | 200 | 4 | 3.71 | -- | -- | -- | 286 | -- | 0 | 29.9 | 0.29 | -- | 1.3 | -- | 2.95 | -- | 94.6 | 5 | -- |
| 2013-09-30 | -- | 75 | 3.5 | 3.75 | -- | -- | -- | 428 | -- | ND | 44.40 | -- | 0.65 | 2.70 | -- | 6.86 | -- | 137.3 | <5 | -- |
| 2014-04-07 | -- | 200 | 3.5 | 3.67 | -- | -- | -- | 351 | -- | ND | 38.38 | -- | 0.58 | 1.44 | -- | 2.62 | -- | 107.6 | <5 | -- |
| 2015-05-05 | -- | 200 | 3 | 3.3 | -- | -- | 9 | 390 | -- | 0 | 45.98 | 0.54 | -- | 1.49 | -- | 3.96 | -- | 116.2 | <5 | -- |
| 2016-09-13 | -- | 40 | 4.0 | 3.39 | -- | -- | -- | 517 | -- | ND | 59.39 | 0.38 | -- | 2.96 | -- | 657.00 | -- | 183.2 | 10 | -- |
| 2017-09-25 | -- | 50 | 6.0 | 3.39 | -- | -- | -- | 474 | -- | ND | 48.40 | 1.23 | -- | 2.59 | -- | 7.41 | -- | 150.6 | 7 | -- |
| 2018-04-02 | -- | 110 | 3.4 | 3.17 | -- | -- | 7 | 409 | -- | 0 | 39 | 0.37 | -- | 1.66 | -- | 3.76 | -- | 107.8 | <5 | -- |
| 2018-09-24 | -- | -- | 4.50 | 3.55 | -- | -- | -- | 262 | -- | ND | 28.86 | 0.31 | -- | 1.00 | -- | 1.84 | -- | 77.6 | 26 | -- |
| 2019-03-25 | -- | -- | 3.0 | 3.61 | -- | -- | -- | 279 | -- | ND | 25.47 | 0.24 | -- | 1.11 | -- | 1.78 | -- | 74.4 | 52 | -- |
| 2019-09-17 | -- | -- | -- | 3.38 | -- | -- | -- | 370 | -- | ND | 42.02 | 0.25 | -- | 1.84 | -- | 2.64 | -- | 135.6 | 6 | -- |
| 2020-06-01 | measured | 150 | 3.0 | 3.68 | -- | -- | 9.0 | 291 | -- | ND | 29.55 | 0.29 | -- | 1.18 | -- | 2.01 | -- | 79.4 | <5 | -- |
| 2023-04-10 | Measured | 120 | 3 | 3.62 | -- | -- | 9 | 323 | -- | <0.10 | 58.84 | 0.25 | -- | 1.26 | -- | 2.14 | -- | 95.1 | <5 | -- |
| Minimum: | 0 | 40 | 3 | 3.17 | -- | -- | 7 | 262 | -- | 0.00 | -57.80 | 0.18 | 0.58 | 1.00 | -- | 1.78 | -- | 44.7 | 2 | -- |
| Maximum: | 0 | 400 | 6.0 | 3.8 | -- | -- | 9 | 517 | -- | 0.00 | 98.8 | 1.23 | 0.65 | 2.96 | -- | 657.00 | -- | 184.7 | 52 | -- |
| Average: | 0 | 167 | 3.77 | 3.54 | -- | -- | 8.4 | 368 | -- | 0 | 47.9 | 0.41 | 0.62 | 1.79 | -- | 28.78 | -- | 119.0 | 8.6 | -- |
| Range: | 0 | 360 | 3 | 0.63 | -- | -- | 2 | 255 | -- | 0 | 156.6 | 1.05 | 0.07 | 1.96 | -- | 655.22 | -- | 140 | 50 | -- |
| Median: | 0 | 150 | 4 | 3.53 | -- | -- | 9 | 370 | -- | 0 | 47.19 | 0.37 | 0.62 | 1.64 | -- | 3.08 | -- | 116 | 3 | -- |
| Loading (lb/day): | -- | -- | 110.94 | 0.85 | 0.99 | 3.17 | -- | 21.56 | -- |
Sample Point Description: Raw untreated mine discharge. Influent for vertical flow wetland 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 - 88-0.4B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-08-31 | -- | 90 | 6.70 | 6.19 | -- | -- | -- | 475 | -- | 86.01 | -83.00 | 0.10 | -- | 0.64 | -- | 0.57 | -- | 129.7 | 8 | -- |
| 2010-03-16 | -- | 178 | 6.8 | 7.08 | -- | -- | 35.0 | 364 | -- | 47.93 | -29.79 | 0.14 | -- | 0.46 | -- | 0.75 | -- | 124.9 | 31 | -- |
| 2012-04-02 | -- | 150 | 6.5 | 6.75 | -- | -- | 8 | 340 | -- | 39.18 | -22.29 | 0.13 | -- | 0.7 | -- | 0.59 | -- | 117.5 | 7 | -- |
| 2015-05-05 | -- | 200 | 5 | 4.13 | -- | -- | 11 | 308 | -- | 1.14 | 20.28 | 0.61 | -- | 1.62 | -- | 3.44 | -- | 103 | 5 | -- |
| 2018-04-02 | -- | -- | 6.5 | 6.42 | -- | -- | 6 | 335 | -- | 14.51 | -9.95 | 0.15 | -- | 1.09 | -- | 1.62 | -- | 112.7 | 7 | -- |
| 2020-06-01 | assumed | 150 | 6.5 | 6.48 | -- | -- | 11.0 | 283 | -- | 34.33 | -19.50 | 0.69 | -- | 1.19 | -- | 3.41 | -- | 91.3 | <5 | -- |
| 2023-04-10 | Measured | 70 | 6 | 6.01 | -- | -- | 11 | 274 | -- | 11.64 | 8.42 | 0.33 | -- | 0.94 | -- | 1.4 | -- | 112.2 | 7 | -- |
| Minimum: | 0 | 70 | 5 | 4.13 | -- | -- | 6 | 274 | -- | 1.14 | -83.00 | 0.10 | -- | 0.46 | -- | 0.57 | -- | 91.3 | 5 | -- |
| Maximum: | 0 | 200 | 6.8 | 7.08 | -- | -- | 35.0 | 475 | -- | 86.01 | 20.28 | 0.69 | -- | 1.62 | -- | 3.44 | -- | 129.7 | 31 | -- |
| Average: | 0 | 140 | 6.29 | 6.15 | -- | -- | 13.7 | 340 | -- | 34 | -19.4 | 0.31 | -- | 0.95 | -- | 1.68 | -- | 113.0 | 10.8 | -- |
| Range: | 0 | 130 | 1.8 | 2.95 | -- | -- | 29 | 201 | -- | 84.87 | 103.28 | 0.59 | -- | 1.16 | -- | 2.87 | -- | 38.4 | 26 | -- |
| Median: | 0 | 150 | 6.5 | 6.42 | -- | -- | 11 | 335 | -- | 34.33 | -19.5 | 0.15 | -- | 0.94 | -- | 1.4 | -- | 112.7 | 7 | -- |
| Loading (lb/day): | -- | 56.78 | -28.84 | 0.61 | -- | 1.63 | -- | 3.15 | -- |
Sample Point Description: Influent to settling pond. Combined effluent of Vertical Flow Wetland 1 and 2. Sampled at pipe.
- 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 - 88-0.4A |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Final Effluent of the Arnot #2 Discharge #2 passive system which flows into Johnson Creek. Effluent of Manganese Oxidizing Bacteria System. E
- 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.