Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 48-57.2 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Abandoned Mine Drainage; Influent to Rattler Mine A2-3 passive system; At stand pipe at beginning of the limestone cell
- 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 - 48-57.2A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-06-15 | -- | 20 | 6.5 | 6.9 | -- | -- | -- | -- | -- | 64.8 | -43.6 | 1.09 | -- | 3.73 | -- | 0.5 | -- | 400.9 | 3 | -- |
| 2004-10-04 | -- | 8 | 4 | 5.2 | -- | -- | -- | -- | -- | 12.4 | 40.6 | 2.57 | -- | 4.98 | -- | 1.76 | -- | 505 | 3 | -- |
| 2005-05-12 | -- | -- | 5.5 | 5.8 | -- | -- | -- | -- | -- | 13.4 | 30.4 | 2.01 | -- | 2.28 | -- | 0.719 | -- | 624.5 | 6 | -- |
| 2005-11-07 | -- | 1 | 5.4 | 5.8 | -- | -- | -- | -- | -- | 16.4 | 28.6 | 1.32 | -- | 2.57 | -- | 0.736 | -- | 672.5 | 10 | -- |
| 2006-09-06 | -- | 8 | 4.5 | 4.4 | -- | -- | -- | -- | -- | 7.8 | 37.6 | 3.372 | -- | 2.996 | -- | 4.241 | -- | 535.2 | 3 | -- |
| 2009-09-01 | -- | 5 | 5 | 4.81 | -- | -- | -- | 1068 | -- | 2.05 | 28 | 5.61 | -- | 3.5 | -- | 4.45 | -- | 598.6 | 6 | -- |
| 2010-03-17 | -- | 25 | 4.3 | 3.81 | -- | -- | 43 | 1152 | -- | 0 | 115.64 | 6.01 | -- | 2.92 | -- | 1.18 | -- | 737.4 | 13 | -- |
| 2010-09-13 | -- | -- | 6.0 | 6.47 | -- | -- | -- | 1320 | -- | 29.09 | -23.76 | 18.96 | -- | 3.37 | -- | 6.22 | -- | 612.6 | 6 | -- |
| 2011-03-22 | -- | 50 | 5.0 | 3.88 | -- | -- | -- | 830 | -- | 0 | 82.80 | 6.62 | -- | 3.32 | -- | 10.97 | -- | 408.5 | 6 | -- |
| 2011-09-20 | -- | 60 | 4.0 | 3.15 | -- | -- | -- | 1508 | -- | 0 | 199.40 | 14.63 | -- | 5.91 | -- | 19.79 | -- | 1016.8 | 5 | -- |
| 2012-04-03 | -- | 2 | 4 | 4.1 | -- | -- | -- | 840 | -- | -- | 67.66 | 1.39 | -- | 3.6 | -- | 7.83 | -- | 435.7 | 13 | -- |
| 2012-09-11 | -- | 10 | 4.5 | 3.75 | -- | -- | -- | 945 | -- | 0 | 54.60 | 0.19 | -- | 7.08 | -- | 6.72 | -- | 488.7 | 8 | -- |
| 2013-03-26 | -- | 25 | 5.0 | 3.75 | -- | -- | -- | 698 | -- | 0 | 97.57 | 9.05 | -- | 7.56 | -- | 14.88 | -- | 368.7 | 5 | -- |
| 2013-10-01 | -- | 100 | 6.9 | 4.37 | -- | -- | -- | 833 | -- | ND | 42.60 | 0.41 | -- | 7.65 | -- | 7.27 | -- | 124.6 | 8 | -- |
| 2014-04-09 | -- | 25 | 5.0 | 4.18 | -- | -- | -- | 703 | -- | ND | 90.09 | 1.69 | -- | 4.10 | -- | 6.82 | -- | 344.8 | <5 | -- |
| 2015-05-06 | -- | 5 | 4.8 | 3.88 | -- | -- | 14 | 864 | -- | 0 | 85.9 | 1.38 | -- | 4.42 | -- | 13.45 | -- | 426.6 | <5 | -- |
| 2016-03-21 | -- | 3 | 3.68 | 4.02 | -- | -- | -- | 769 | -- | ND | 79.28 | 3.05 | -- | 5.35 | -- | 15.2 | -- | 365.7 | 6 | -- |
| 2017-09-25 | -- | -- | 4 | 3.53 | -- | -- | -- | 791 | -- | ND | 77 | 0.95 | -- | 7.71 | -- | 12.69 | -- | 390.2 | 42 | -- |
| 2018-04-04 | -- | 10 | 4.5 | 3.51 | -- | -- | 5.0 | 791 | -- | 0 | 97.71 | 8.29 | -- | 5.60 | -- | 16.94 | -- | 389.8 | 6 | -- |
| 2018-09-24 | -- | 50 | 4.5 | 4.01 | -- | -- | -- | 675 | -- | ND | 53.53 | 1.57 | -- | 3.07 | -- | 4.54 | -- | 360.3 | 6 | -- |
| 2019-03-25 | -- | 15 | 4.0 | 2.64 | -- | -- | -- | 1267 | -- | ND | 285.37 | 21.83 | -- | 1.98 | -- | 11.42 | -- | 566.6 | 26 | -- |
| 2019-09-16 | -- | -- | 4.5 | 3.73 | -- | -- | -- | 689 | -- | ND | 49.29 | 0.92 | -- | 2.71 | -- | 5.23 | -- | 373.9 | <5 | -- |
| 2020-06-03 | measured | 10 | 4.0 | 2.88 | -- | -- | 10.0 | 1157 | -- | ND | 240.54 | 17.41 | -- | 2.60 | -- | 12.80 | -- | 430.5 | 6 | -- |
| Minimum: | 0 | 1 | 3.68 | 2.64 | -- | -- | 5.0 | 675 | -- | 0 | -43.6 | 0.19 | -- | 1.98 | -- | 0.5 | -- | 124.6 | 3 | -- |
| Maximum: | 0 | 100 | 6.9 | 6.9 | -- | -- | 43 | 1508 | -- | 64.8 | 285.37 | 21.83 | -- | 7.71 | -- | 19.79 | -- | 1016.8 | 42 | -- |
| Average: | 0 | 23 | 4.76 | 4.29 | -- | -- | 18.0 | 939 | -- | 7 | 79.0 | 5.67 | -- | 4.30 | -- | 8.10 | -- | 486.0 | 9.4 | -- |
| Range: | -- | 99 | 3.22 | 4.26 | -- | -- | 38 | 833 | -- | 64.8 | 328.97 | 21.64 | -- | 5.73 | -- | 19.29 | -- | 892.2 | 39 | -- |
| Median: | -- | 10 | 4.5 | 4.01 | -- | -- | 12 | 836.5 | -- | 14.9 | 67.66 | 2.57 | -- | 3.6 | -- | 6.82 | -- | 430.5 | 6 | -- |
| Loading (lb/day): | -- | 3.57 | 25.02 | 1.55 | -- | 1.39 | -- | 2.54 | -- |
Sample Point Description: Effluent of Settling Pond and Final Effluent for the Rattler Mine A2-3 passive 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.