Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - Borehole |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Abandoned Mine Discharge from the Jamison Mine Borehole and source of water to the 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 - Pond 3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2002-07-03 | -- | 912 | 5.76 | -- | -- | -- | -- | 1772 | -- | 16 | 157 | 80.4 | -- | 1.6 | -- | 0.7 | -- | 626 | 27 | -- |
| 2002-08-08 | -- | 459 | 5.88 | -- | -- | -- | -- | 1864 | -- | 23 | 262 | 537.0 | -- | 2.2 | -- | 1.6 | -- | 884 | 34 | -- |
| 2002-09-30 | -- | -- | 5.49 | -- | -- | -- | -- | 1875 | -- | 8 | 242 | 157.4 | -- | 2.7 | -- | 1.1 | -- | 964 | 27 | -- |
| 2002-11-04 | -- | -- | -- | 5.78 | -- | -- | -- | 1792 | 11 | -- | 219 | 121.8 | -- | 2.5 | -- | 2.5 | -- | 1108 | 12 | -- |
| 2006-06-30 | -- | 250 | 5.35 | 5.98 | -- | -- | 19.0 | 1948 | 86 | 26 | 141 | 102.5 | -- | 2.4 | -- | 0.6 | -- | 1094 | 21 | -- |
| 2014-11-06 | -- | 33 | 3.42 | 3.19 | 482 | -- | -- | 1605 | 0 | 0 | 71.2 | 25.5 | 21.58 | 1.93 | 1.87 | 1.72 | 1.59 | 690.6 | 26 | -- |
| 2015-05-28 | -- | 400 | -- | 5.61 | -- | -- | -- | 1652 | -- | 16.12 | 100.16 | 76 | -- | 2.16 | -- | 0.7 | -- | 785.1 | 16 | -- |
| 2024-02-07 | -- | 180 | 5.85 | 6.46 | -- | -- | 8.5 | 1320 | 45 | 13 | -10 | 38.0 | -- | 1.7 | -- | 0.1 | -- | 492 | <5 | -- |
| 2024-03-28 | -- | 250 | 6.33 | 6.12 | -- | -- | 13.0 | 1270 | 45 | 12 | 46 | 40.8 | -- | 1.7 | -- | 0.3 | -- | 530 | 22 | -- |
| 2024-05-02 | -- | 275 | 5.88 | 6.11 | -- | -- | 16.1 | 1310 | 45 | 21 | 47 | 44.7 | -- | 1.7 | -- | 0.3 | -- | 589 | 15 | -- |
| 2024-09-12 | -- | 220 | 5.82 | 6.00 | -- | -- | -- | -- | 54 | 47 | 49 | 42.0 | -- | 1.6 | -- | 0.5 | -- | 586 | -- | -- |
| Minimum: | -- | 33 | 3.42 | 3.19 | 482 | -- | 8.5 | 1270 | 0 | 0 | -10 | 25.5 | 21.58 | 1.6 | 1.87 | 0.1 | 1.59 | 492 | 12 | -- |
| Maximum: | -- | 912 | 6.33 | 6.46 | 482 | -- | 19.0 | 1948 | 86 | 47 | 262 | 537.0 | 21.58 | 2.7 | 1.87 | 2.5 | 1.59 | 1108 | 34 | -- |
| Average: | -- | 331 | 5.53 | 5.66 | 482 | -- | 14.2 | 1,641 | 40.86 | 18 | 120.4 | 115.10 | 21.58 | 2.02 | 1.87 | 0.92 | 1.59 | 759.0 | 22.2 | -- |
| Range: | -- | 879 | 2.91 | 3.27 | 0 | -- | 10.5 | 678 | 86 | 47 | 272 | 511.5 | 0 | 1.1 | 0 | 2.4 | 0 | 616 | 22 | -- |
| Median: | -- | 250 | 5.82 | 5.99 | 482 | -- | 14.55 | 1712 | 45 | 16.06 | 100.16 | 76 | 21.58 | 1.93 | 1.87 | 0.7 | 1.59 | 690.6 | 22 | -- |
| Loading (lb/day): | 156.51 | 89.48 | 500.18 | 554.59 | 8.56 | 7.41 | 0.74 | 2.86 | 0.63 |
Sample Point Description: Effluent of Pond 3 and the Final Effluent of the 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 - Pond In |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2002-11-04 | -- | -- | 5.6 | 5.5 | -- | -- | -- | 1,792 | -- | 22 | 232 | 127 | -- | 2.5 | -- | 3.4 | -- | 1,058 | 10 | -- |
| 2002-11-04 | -- | -- | -- | 5.48 | -- | -- | -- | 1792 | -- | -- | -- | 127.5 | -- | -- | -- | -- | -- | 1058 | -- | -- |
| 2003-04-23 | -- | 430 | 5.5 | 5.5 | -- | -- | -- | 1,940 | 31 | 87 | 209 | 122 | -- | 2.5 | -- | 3.3 | -- | 1,046 | 13 | -- |
| 2003-04-23 | -- | -- | 5.48 | 5.54 | -- | -- | -- | 1940 | -- | -- | -- | 121.6 | -- | -- | -- | -- | -- | 1046 | -- | -- |
| 2003-06-11 | -- | 350 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-06-11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-06-18 | -- | 400 | 5.3 | -- | -- | -- | -- | > 2000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-06-18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-07-10 | -- | 350 | 5.1 | -- | -- | -- | -- | > 2000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-07-10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-08-14 | -- | 300 | 5.2 | -- | -- | -- | -- | > 2000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-08-14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-09-17 | -- | 300 | 4.8 | -- | -- | -- | -- | > 2000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-09-17 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-10-14 | -- | 345 | 5.1 | -- | -- | -- | -- | > 2000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-10-14 | -- | -- | 5.06 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 300 | 4.8 | 5.48 | -- | -- | -- | 0 | 31 | 22 | 209 | 121.6 | -- | 2.5 | -- | 3.3 | -- | 0 | 10 | -- |
| Maximum: | -- | 430 | 5.6 | 5.54 | -- | -- | -- | 1940 | 31 | 87 | 232 | 127.5 | -- | 2.5 | -- | 3.4 | -- | 1058 | 13 | -- |
| Average: | -- | 354 | 5.24 | 5.51 | -- | -- | -- | 934 | 31.00 | 55 | 220.5 | 124.53 | -- | 2.50 | -- | 3.35 | -- | 526.5 | 11.5 | -- |
| Range: | -- | 130 | 0.8 | 0.06 | -- | -- | -- | 1940 | 0 | 65 | 23 | 5.9 | -- | 0 | -- | 0.1 | -- | 1058 | 3 | -- |
| Median: | -- | 350 | 5.2 | 5.5 | -- | -- | -- | 896.5 | 31 | 54.5 | 220.5 | 124.5 | -- | 2.5 | -- | 3.35 | -- | 523.5 | 11.5 | -- |
| Loading (lb/day): | 160.23 | 449.67 | 1080.24 | 630.57 | -- | 12.92 | -- | 17.06 | -- |
Sample Point Description: Water flowing into Pond 1; Uncertain if this is the same as the Borehole; This may be the effluent of the ALD
- 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 - Airshaft |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-04-03 | -- | -- | 5.40 | 4.99 | -- | -- | -- | 1614 | -- | 2 | 127 | 79.1 | -- | 7.0 | -- | 1.5 | -- | 1068 | 28 | -- |
| 2013-05-17 | -- | -- | -- | 5.4 | -- | -- | -- | 1,720 | -- | 29 | 180 | 91 | -- | 2.8 | -- | 1.4 | -- | 832 | 8 | -- |
| 2013-06-19 | -- | -- | -- | 5.8 | -- | -- | -- | 1,720 | -- | 41 | 130 | 84 | -- | 2.3 | -- | 3 | -- | 785 | 9 | -- |
| 2013-08-05 | -- | -- | -- | 5.7 | -- | -- | -- | 1,740 | -- | 42 | 141 | 93 | -- | 2.5 | -- | 3.9 | -- | 859 | 15 | -- |
| 2013-09-13 | -- | -- | -- | 5.7 | -- | -- | -- | 1,753 | -- | 27 | 134 | 95 | -- | 2.7 | -- | 4 | -- | 319 | 21 | -- |
| 2013-10-23 | -- | -- | -- | 5.8 | -- | -- | -- | 1,762 | -- | 35 | 130 | 93 | -- | 2.4 | -- | 4.2 | -- | 809 | 19 | -- |
| 2014-06-24 | -- | -- | 6.40 | 5.83 | -- | -- | -- | 1704 | -- | 39 | 122 | 81.7 | -- | 2.5 | -- | 4.0 | -- | 792 | 17 | -- |
| 2014-11-06 | -- | -- | -- | 5.68 | -- | -- | -- | 1711 | -- | 52 | 120 | 79.2 | -- | 2.2 | -- | 2.7 | -- | 720 | 15 | -- |
| 2015-01-02 | -- | -- | -- | 5.92 | -- | -- | -- | 1678 | -- | 45 | 103 | 87.8 | -- | 2.1 | -- | 3.3 | -- | 891 | 28 | -- |
| 2015-02-12 | -- | -- | 5.93 | 5.59 | -- | -- | 9.2 | 1649 | -- | 55 | 93 | 76.2 | -- | 2.3 | -- | 3.6 | -- | 768 | 16 | -- |
| Minimum: | -- | -- | 5.40 | 4.99 | -- | -- | 9.2 | 0 | -- | 2 | 93 | 76.2 | -- | 2.1 | -- | 1.4 | -- | 319 | 8 | -- |
| Maximum: | -- | -- | 6.40 | 5.92 | -- | -- | 9.2 | 1711 | -- | 55 | 180 | 95 | -- | 7.0 | -- | 4.2 | -- | 1068 | 28 | -- |
| Average: | -- | -- | 5.91 | 5.64 | -- | -- | 9.2 | 836 | -- | 37 | 128.0 | 86.00 | -- | 2.88 | -- | 3.16 | -- | 784.3 | 17.6 | -- |
| Range: | -- | -- | 1 | 0.93 | -- | -- | 0 | 1711 | -- | 53 | 87 | 18.8 | -- | 4.9 | -- | 2.8 | -- | 749 | 20 | -- |
| Median: | -- | -- | 5.93 | 5.7 | -- | -- | 9.2 | 807.5 | -- | 40 | 128.5 | 85.9 | -- | 2.45 | -- | 3.45 | -- | 800.5 | 16.5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Water sampled from the nearby Airshaft
- 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.