Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 32R2A (KL2-1) |
Sample Point Description: Abandoned Mine Discharge; Emanates from underground Klondike Mine B43 discharge; Sampled at 3 foot Rectangular weir
- 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 - KL2-3 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2007-12-18 | -- | -- | 4.1 | 3.6 | -- | -- | -- | 401 | -- | 0 | 35 | 2.4 | -- | 1.83 | -- | -- | -- | 111 | <5 | -- |
2008-02-19 | -- | -- | 3.4 | -- | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-03-18 | -- | -- | 3.6 | 3.8 | -- | -- | -- | 309 | -- | 0 | 34 | 2.2 | -- | 1.55 | -- | 1.51 | -- | 71 | <5 | -- |
2008-10-01 | -- | -- | 3.47 | 3.6 | -- | -- | 14 | 522 | -- | 0 | 38 | 1.5 | -- | 3.94 | -- | 2.37 | -- | 157 | <5 | -- |
2008-10-21 | -- | -- | 3.41 | 3.1 | -- | -- | 10 | 530 | 0 | 0 | 146 | 1.2 | -- | 3.92 | -- | 2.21 | -- | 170 | <5 | -- |
2008-11-18 | -- | -- | 3.34 | 3.6 | 681 | -- | 3.2 | 547 | -- | 0 | 42 | 1.0 | -- | 4.04 | -- | 2.17 | -- | 182 | 5 | -- |
2009-02-17 | -- | -- | 3.42 | 3.5 | -- | -- | 5.9 | 512 | -- | 0 | 48 | 2.8 | -- | 2.00 | -- | 2.85 | -- | 130 | <5 | -- |
2015-05-05 | -- | -- | 3.9 | 3.6 | -- | -- | 11.8 | 386 | -- | 0 | 44 | 12.67 | -- | 2.12 | -- | 2.02 | -- | 104 | <5 | -- |
Minimum: | -- | -- | 3.34 | 3.1 | 681 | -- | 1 | 309 | 0 | 0 | 34 | 1.0 | -- | 1.55 | -- | 1.51 | -- | 71 | 5 | -- |
Maximum: | -- | -- | 4.1 | 3.8 | 681 | -- | 14 | 547 | 0 | 0 | 146 | 12.67 | -- | 4.04 | -- | 2.85 | -- | 182 | 5 | -- |
Average: | -- | -- | 3.58 | 3.54 | 681 | -- | 7.7 | 458 | 0 | 0 | 55.3 | 3.40 | -- | 2.77 | -- | 2.19 | -- | 132.1 | 5.0 | -- |
Range: | -- | -- | 0.76 | 0.7 | 0 | -- | 13 | 238 | 0 | 0 | 112 | 11.67 | -- | 2.49 | -- | 1.34 | -- | 111 | 0 | -- |
Median: | -- | -- | 3.45 | 3.6 | 681 | -- | 7.95 | 512 | 0 | 0 | 42 | 2.2 | -- | 2.12 | -- | 2.19 | -- | 130 | 5 | -- |
Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Inflow Pond and influent to Vertical flow Pond
- 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 - KL2-4 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2005-12-16 | -- | -- | 7.19 | 6.7 | -- | -- | 3.9 | 484 | 35 | 35 | -12 | 0.1 | -- | 3.55 | -- | 0.06 | -- | 204.0 | <5 | -- |
2008-02-19 | -- | -- | 6.1 | -- | -- | -- | -- | -- | 30 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-03-18 | -- | -- | 5.1 | 6.6 | -- | -- | -- | 333 | 25 | 51 | -14 | 0.4 | -- | 1.55 | -- | 0.05 | -- | 70 | <5 | -- |
2008-04-15 | -- | -- | 6.3 | -- | -- | -- | -- | -- | 50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-05-20 | -- | -- | 6.4 | -- | -- | <3 | -- | -- | 45 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-06-20 | -- | -- | 6.75 | 6.9 | -- | -- | -- | 457 | 100 | 104 | -63 | 0.2 | -- | 1.99 | -- | 0.05 | -- | 71 | <5 | -- |
2008-10-01 | -- | -- | 7.14 | 7.2 | -- | -- | 15 | 499 | 90 | 121 | -95 | 0.1 | -- | 2.28 | -- | 0.08 | -- | 110 | <5 | -- |
2008-10-21 | -- | -- | 7.18 | 7.5 | -- | -- | 11 | 486 | -- | 140 | -109 | 0.05 | -- | 2.72 | -- | 0.05 | -- | 91 | <5 | -- |
2008-11-18 | -- | -- | 7.2 | 7.3 | 136 | -- | 6.1 | 543 | 120 | 95 | -65 | 0.05 | -- | 2.96 | -- | 0.05 | -- | 168 | <5 | -- |
2008-12-18 | -- | -- | 6.4 | 7.5 | -- | -- | -- | 390 | 49 | -- | -25 | 0.4 | -- | 0.27 | -- | -- | -- | 98 | 6 | -- |
2009-02-17 | -- | -- | 6.12 | 6.5 | -- | -- | 4.3 | 399 | -- | 33 | -10 | 0.3 | -- | 2.99 | -- | 0.46 | -- | 129.0 | 5.0 | -- |
2009-03-20 | -- | -- | 6.85 | 6.8 | -- | -- | 8.1 | 494 | -- | 63 | -35 | 0.9 | -- | 3.42 | -- | 0.25 | -- | 145.0 | 7.0 | -- |
2011-03-11 | -- | -- | -- | 7.2 | -- | -- | -- | 353 | -- | 32 | -10 | 0.3 | -- | 1.73 | -- | 0.67 | -- | 110.0 | <5 | -- |
2015-05-05 | -- | -- | 4.4 | 4.6 | -- | -- | 15.6 | 323 | -- | 6 | 29 | 2.53 | -- | 2.12 | -- | 1.68 | -- | 102 | <5 | -- |
2018-06-04 | -- | -- | 5.9 | 6 | -- | -- | 18 | 301 | -- | 11 | 24 | 0.44 | -- | 1.83 | -- | 0.97 | -- | 106 | 12 | -- |
Minimum: | -- | -- | 4.4 | 4.6 | 136 | -- | 3.9 | 301 | 25 | 6 | -109 | 0.05 | -- | 0.27 | -- | 0.05 | -- | 70 | 5.0 | -- |
Maximum: | -- | -- | 7.2 | 7.5 | 136 | -- | 18 | 543 | 120 | 140 | 29 | 2.53 | -- | 3.55 | -- | 1.68 | -- | 204.0 | 12 | -- |
Average: | -- | -- | 6.36 | 6.73 | 136 | -- | 10.3 | 422 | 60.44 | 63 | -32.1 | 0.48 | -- | 2.28 | -- | 0.40 | -- | 117.0 | 7.5 | -- |
Range: | -- | -- | 2.8 | 2.9 | 0 | -- | 14.1 | 242 | 95 | 134 | 138 | 2.48 | -- | 3.28 | -- | 1.63 | -- | 134 | 7 | -- |
Median: | -- | -- | 6.4 | 6.85 | 136 | -- | 9.55 | 428 | 49 | 51 | -19.5 | 0.3 | -- | 2.2 | -- | 0.08 | -- | 108 | 6.5 | -- |
Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Vertical Flow Pond
- 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 - KL2-4A |
There is no water data for this sample point
Sample Point - KL2-5 |
Sample Point Description: Effluent of wetland and Final Effluent of Klondike KL-2 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.