Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 32R2 (KL1-1) |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Abandoned Mine Discharge; Emanates from the underground Klondike Mine; Discharge A; Sampled at 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 - KL1-1A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-20 | -- | -- | 3 | 3 | -- | -- | 4 | 1940 | -- | 0 | 384 | 119 | -- | 39.8 | -- | 3.23 | -- | 1139 | 6 | -- |
| 2009-04-21 | -- | -- | 3 | 3 | -- | -- | 15 | 1920 | -- | 0 | 322 | 92.4 | -- | 33.8 | -- | 2.97 | -- | 1037 | <5 | -- |
| 2009-05-20 | -- | -- | 2.6 | -- | -- | -- | 24 | -- | -- | -- | 401 | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-06-18 | -- | -- | 2.9 | 2.7 | -- | -- | 18.1 | 2120 | -- | 0 | 348 | 99.8 | -- | 34.6 | -- | 2.96 | -- | 942 | 6 | -- |
| 2009-07-30 | -- | -- | 3 | 2.8 | -- | -- | 24.5 | 2180 | -- | 0 | 421 | 115 | -- | 40.9 | -- | 2.86 | -- | 1209 | 5 | -- |
| 2009-08-17 | -- | -- | 3 | 2.9 | -- | -- | 24.6 | 2300 | -- | 0 | 415 | 108 | -- | 38.6 | -- | 2.76 | -- | 1253 | 12 | -- |
| 2017-08-28 | -- | -- | 3 | 3 | -- | -- | 15 | 1610 | -- | <5 | 260 | 105 | -- | 38.6 | -- | 1.04 | -- | 844 | 16 | -- |
| 2023-06-11 | Measured | 8 | 2.6 | 3.3 | -- | -- | 15 | 1810 | -- | <20 | 324 | 99 | -- | 31.6 | -- | 0.9 | -- | 938 | <4 | -- |
| Minimum: | 0 | 8 | 2.6 | 2.7 | -- | -- | 4 | 1610 | -- | 0 | 260 | 92.4 | -- | 31.6 | -- | 0.9 | -- | 844 | 5 | -- |
| Maximum: | 0 | 8 | 3 | 3.3 | -- | -- | 24.6 | 2300 | -- | 0 | 421 | 119 | -- | 40.9 | -- | 3.23 | -- | 1253 | 16 | -- |
| Average: | 0 | 8 | 2.89 | 2.96 | -- | -- | 17.5 | 1,983 | -- | 0 | 359.4 | 105.46 | -- | 36.84 | -- | 2.39 | -- | 1,051.7 | 9.0 | -- |
| Range: | 0 | 0 | 0.4 | 0.6 | -- | -- | 20.6 | 690 | -- | 0 | 161 | 26.6 | -- | 9.3 | -- | 2.33 | -- | 409 | 11 | -- |
| Median: | 0 | 8 | 3 | 3 | -- | -- | 16.55 | 1940 | -- | 0 | 366 | 105 | -- | 38.6 | -- | 2.86 | -- | 1037 | 6 | -- |
| Loading (lb/day): | -- | -- | 31.16 | 9.52 | -- | 3.04 | -- | 0.09 | -- |
Sample Point Description: Channel conveying the the mine discharge into 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.
Sample Point - KL1B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-08-25 | -- | -- | 2.9 | 2.9 | -- | -- | 20 | 2320 | -- | 0 | 453 | 124 | -- | 44.5 | -- | 2.63 | -- | 1312 | 14 | -- |
| 2009-09-15 | -- | -- | 2.9 | 2.8 | -- | -- | 19.6 | 2320 | -- | 0 | 462 | 127 | -- | 44.3 | -- | 2.68 | -- | 1220 | 9 | -- |
| 2009-10-20 | -- | -- | 2.8 | 2.7 | -- | -- | 16.1 | 1970 | -- | 0 | 426 | 120 | 120 | 42.2 | -- | 2.9 | -- | 1161 | 10 | -- |
| Minimum: | -- | -- | 2.8 | 2.7 | -- | -- | 16.1 | 1970 | -- | 0 | 426 | 120 | 120 | 42.2 | -- | 2.63 | -- | 1161 | 9 | -- |
| Maximum: | -- | -- | 2.9 | 2.9 | -- | -- | 20 | 2320 | -- | 0 | 462 | 127 | 120 | 44.5 | -- | 2.9 | -- | 1312 | 14 | -- |
| Average: | -- | -- | 2.87 | 2.80 | -- | -- | 18.6 | 2,203 | -- | 0 | 447.0 | 123.67 | 120.00 | 43.67 | -- | 2.74 | -- | 1,231.0 | 11.0 | -- |
| Range: | -- | -- | 0.1 | 0.2 | -- | -- | 3.9 | 350 | -- | 0 | 36 | 7 | 0 | 2.3 | -- | 0.27 | -- | 151 | 5 | -- |
| Median: | -- | -- | 2.9 | 2.8 | -- | -- | 19.6 | 2320 | -- | 0 | 453 | 124 | 120 | 44.3 | -- | 2.68 | -- | 1220 | 10 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Inflow to new ponds, below slag dam 3
- 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 - KL1-2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-05-06 | -- | -- | 3 | 2.8 | -- | -- | 22 | 2280 | -- | 0 | 450 | -- | 124 | -- | 43.7 | -- | 2.5 | 1218 | <5 | -- |
| 2008-05-20 | -- | -- | 2.3 | -- | -- | 10.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-06-20 | -- | -- | 2.7 | 3 | -- | -- | -- | 2300 | -- | 0 | 494 | 146 | -- | 45 | -- | 2.69 | -- | 1250 | 12 | -- |
| 2008-11-18 | -- | -- | 2.8 | 2.9 | 706 | -- | 2.3 | 2300 | -- | 0 | 391 | 115 | -- | 47.5 | -- | 4.25 | -- | 1282 | 15 | -- |
| 2008-12-16 | -- | -- | -- | -- | -- | -- | 0.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-10-20 | -- | -- | 2.8 | 2.8 | -- | -- | 14.4 | 1880 | -- | 0 | 334 | 95.7 | 100 | 35.8 | -- | 2.74 | -- | 1062 | 9 | -- |
| 2011-03-15 | -- | -- | 2.8 | 3.2 | -- | -- | 7.3 | 1300 | -- | 0 | 196 | 45.0 | -- | 20.40 | -- | 3.65 | -- | 659 | <5 | -- |
| Minimum: | -- | -- | 2.3 | 2.8 | 706 | 10.3 | 0.6 | 1300 | -- | 0 | 196 | 45.0 | 100 | 20.40 | 43.7 | 2.69 | 2.5 | 659 | 9 | -- |
| Maximum: | -- | -- | 3 | 3.2 | 706 | 10.3 | 22 | 2300 | -- | 0 | 494 | 146 | 124 | 47.5 | 43.7 | 4.25 | 2.5 | 1282 | 15 | -- |
| Average: | -- | -- | 2.73 | 2.94 | 706 | 10.30 | 9.9 | 2,012 | -- | 0 | 373.0 | 100.43 | 112.00 | 37.18 | 43.70 | 3.33 | 2.50 | 1,094.2 | 12.0 | -- |
| Range: | -- | -- | 0.7 | 0.4 | 0 | 0 | 21.4 | 1000 | -- | 0 | 298 | 101 | 24 | 27.1 | 0 | 1.56 | 0 | 623 | 6 | -- |
| Median: | -- | -- | 2.8 | 2.9 | 706 | 10.3 | 10.15 | 2280 | -- | 0 | 391 | 105.35 | 112 | 40.4 | 43.7 | 3.2 | 2.5 | 1218 | 12 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Oxidation Pond 2 and inflow to Inflow 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 - KL1-3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2007-12-18 | -- | -- | 3.1 | 2.8 | -- | -- | -- | 2020 | -- | 0 | 402 | 137 | -- | 39.6 | -- | -- | -- | 1204 | 8 | -- |
| 2008-02-19 | -- | -- | 2.6 | -- | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-03-18 | -- | -- | 2.7 | 3 | -- | -- | -- | 1720 | -- | 0 | 349 | 114 | -- | 33.3 | -- | 2.87 | -- | 927 | 20 | -- |
| 2008-04-15 | -- | 20 | 2.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-05-06 | -- | -- | 3.1 | 2.8 | -- | -- | 19 | 2280 | -- | 0 | 401 | -- | 109 | -- | 39.4 | -- | 2.8 | 1069 | 9 | -- |
| 2008-05-20 | -- | -- | 2.3 | -- | -- | 11.1 | 11.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-06-20 | -- | -- | 2.6 | 2.9 | -- | -- | -- | 2080 | -- | 0 | 432 | 107 | 95.4 | 40.4 | 36.9 | 2.91 | 2.8 | 1110 | 8 | -- |
| 2008-11-18 | -- | -- | 2.8 | 2.9 | 700 | -- | 2.6 | 2270 | -- | 0 | 381 | 101 | -- | 47.8 | -- | 4.51 | -- | 1269 | 12 | -- |
| 2008-12-16 | -- | -- | 3.2 | 3.1 | -484 | -- | 1.6 | 1600 | -- | 0 | 295 | 86.6 | -- | 28.9 | -- | 2.9 | -- | 792 | 13 | -- |
| 2009-01-20 | -- | -- | 3.1 | 3 | -- | -- | 0.6 | 2280 | -- | 0 | 390 | 53.7 | -- | 18.1 | -- | 1.13 | -- | 1130 | 17 | -- |
| 2009-02-17 | -- | -- | 3.1 | 3 | -- | -- | 2.8 | 2060 | -- | 0 | 344 | 115 | -- | 36.2 | -- | 2.66 | -- | 1080 | 10 | -- |
| 2009-03-20 | -- | -- | 3.1 | 3 | -- | -- | 6.1 | 2010 | -- | 0 | 349 | 94.2 | -- | 38 | -- | 3.47 | -- | 1102 | 13 | -- |
| 2009-04-21 | -- | -- | 3 | 2.9 | -- | -- | 12.8 | 1860 | -- | 0 | 307 | 75.9 | -- | 32.1 | -- | 2.78 | -- | 989 | <5 | -- |
| 2009-05-20 | -- | -- | 2.5 | -- | -- | -- | 24 | -- | -- | -- | 368 | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-06-18 | -- | -- | 2.7 | 2.7 | -- | -- | 18.5 | 2020 | -- | 0 | 348 | 66.9 | -- | 33.7 | -- | 2.81 | -- | 988 | 7 | -- |
| 2009-07-30 | -- | -- | 2.8 | 2.8 | -- | -- | 25.6 | 2190 | -- | 0 | 373 | 69.4 | -- | 35.4 | -- | 3.07 | -- | 1102 | <5 | -- |
| 2009-08-17 | -- | -- | 2.9 | 2.8 | -- | -- | 27 | 2380 | -- | 0 | 355 | 54.5 | -- | 36.8 | -- | 3.52 | -- | 1238 | <5 | -- |
| 2009-08-25 | -- | -- | 2.8 | 2.8 | -- | -- | 26.4 | 2420 | -- | 0 | 393 | 68.3 | -- | 42.5 | -- | 3.47 | -- | 1238 | <5 | -- |
| 2009-09-15 | -- | -- | 2.7 | 2.8 | -- | -- | 20.1 | 2410 | -- | 0 | 489 | 129 | -- | 44.1 | -- | 3.58 | -- | 1275 | 23 | -- |
| 2009-10-20 | -- | -- | 2.9 | 2.8 | -- | -- | 15.5 | 1790 | -- | 0 | 339 | 85.5 | 100 | 33.5 | -- | 2.48 | -- | 890 | 5 | -- |
| 2009-11-08 | -- | -- | -- | 3 | -- | -- | -- | 2050 | -- | 0 | 363 | 41 | -- | 38 | -- | 1.24 | -- | 923 | 60 | -- |
| 2009-12-15 | -- | -- | -- | 3 | -- | -- | -- | 1600 | -- | 0 | 269 | 76.6 | -- | 28.4 | -- | 2.89 | -- | 772 | 19 | -- |
| 2010-03-18 | -- | -- | 2.6 | 3.2 | -- | -- | 8.9 | 1180 | -- | 0 | 174 | 45.4 | -- | 18.8 | -- | 4.08 | -- | 563 | 20 | -- |
| 2010-06-13 | -- | -- | 2.8 | 2.8 | -- | -- | 24.0 | 1900 | -- | 0 | 288 | 57.1 | -- | 32.30 | -- | 2.65 | -- | 844 | <5 | -- |
| 2012-06-19 | -- | -- | 2.6 | 2.9 | -- | -- | 24.0 | -- | -- | 0 | 261 | 53.0 | -- | 28.30 | -- | 2.00 | -- | 736 | 10 | -- |
| 2015-05-05 | -- | -- | 3.1 | 3 | -- | -- | 18.4 | 1520 | -- | 0 | 245 | 57.16 | -- | 33.8 | -- | 1.76 | -- | 739 | <5 | -- |
| 2017-08-28 | -- | -- | 2.6 | 2.7 | -- | -- | 20 | 1740 | -- | <5 | 231 | 32.1 | -- | 34.1 | -- | 1.23 | -- | 750 | 8 | -- |
| 2018-05-30 | -- | -- | 2.80 | 2.9 | -- | -- | 26.00 | 1730 | -- | 0 | 223 | 43.24 | -- | 28.39 | -- | 1.99 | -- | 799 | 6 | -- |
| Minimum: | -- | 20 | 2.3 | 2.7 | -484 | 11.1 | 0.6 | 1180 | -- | 0 | 174 | 32.1 | 95.4 | 18.1 | 36.9 | 1.13 | 2.8 | 563 | 5 | -- |
| Maximum: | -- | 20 | 3.2 | 3.2 | 700 | 11.1 | 27 | 2420 | -- | 0 | 489 | 137 | 109 | 47.8 | 39.4 | 4.51 | 2.8 | 1275 | 60 | -- |
| Average: | -- | 20 | 2.81 | 2.90 | 108 | 11.10 | 15.3 | 1,961 | -- | 0 | 334.8 | 76.68 | 101.47 | 34.02 | 38.15 | 2.73 | 2.80 | 980.4 | 14.9 | -- |
| Range: | -- | 0 | 0.9 | 0.5 | 1184 | 0 | 26.4 | 1240 | -- | 0 | 315 | 104.9 | 13.6 | 29.7 | 2.5 | 3.38 | 0 | 712 | 55 | -- |
| Median: | -- | 20 | 2.8 | 2.9 | 108 | 11.1 | 18.45 | 2020 | -- | 0 | 349 | 69.4 | 100 | 33.8 | 38.15 | 2.84 | 2.8 | 988.5 | 11 | -- |
| 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 - KL1-4 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-03-18 | -- | -- | 5.1 | 6.1 | -- | -- | -- | 1480 | 40 | 51 | 31 | 18.1 | -- | 27 | -- | 0.48 | -- | 790 | 21 | -- |
| 2008-04-15 | -- | -- | 5.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-05-06 | -- | -- | 5.7 | 6.3 | -- | -- | 19 | 1800 | 60 | 63 | 36 | -- | 28.8 | -- | 36.6 | -- | 0.2 | 1009 | 58 | -- |
| 2008-05-20 | -- | -- | 5.2 | -- | -- | <3(6) | -- | -- | 55 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-06-20 | -- | -- | 5.9 | 5.2 | -- | -- | -- | 1850 | 55 | 13 | 166 | 94.8 | 90.9 | 37.3 | 35.5 | 0.23 | 0.2 | 1040 | 128 | -- |
| 2008-11-18 | -- | -- | 6.4 | 5.6 | 331 | -- | 8.4 | 2460 | 135 | 21 | 81 | 86.2 | -- | 18.7 | -- | 0.05 | -- | 1481 | 135 | -- |
| 2008-12-16 | -- | -- | 6.4 | 5.8 | -- | -- | 1.5 | 1840 | 40 | 21 | 103 | 49.8 | -- | 38.1 | -- | 0.32 | -- | 1094 | 58 | -- |
| 2009-01-20 | -- | -- | 6 | 5.9 | -- | -- | -- | 1990 | -- | 34 | 119 | 35.7 | -- | 26.6 | -- | 0.32 | -- | 1090 | 36 | -- |
| 2009-02-17 | -- | -- | 5.7 | 6 | -- | -- | 2.3 | 1490 | -- | 32 | 76 | 38.9 | -- | 28.2 | -- | 0.64 | -- | 768 | 31 | -- |
| 2009-03-20 | -- | -- | 5.9 | 6 | -- | -- | 8.1 | 1620 | -- | 27 | 75 | 44.5 | -- | 31.2 | -- | 0.38 | -- | 912 | 59 | -- |
| 2009-05-20 | -- | -- | 6 | -- | -- | -- | 19.6 | -- | 125 | -- | -- | 88 | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-06-16 | -- | -- | 5.9 | 3.3 | -- | -- | -- | 1900 | 140 | 0 | 122 | 114 | -- | 36 | -- | 0.12 | -- | 1103 | 105 | -- |
| 2009-06-18 | -- | -- | 5.8 | 3.3 | -- | -- | 19.8 | 1560 | 50 | 0 | 173 | 102 | -- | 33 | -- | 0.41 | -- | 973 | 82 | -- |
| 2009-06-30 | -- | -- | 5.9 | 3.6 | -- | -- | 23.3 | 1770 | 80 | 0 | 190 | 107 | -- | 33.2 | -- | 0.43 | -- | 1037 | 68 | -- |
| 2009-08-17 | -- | -- | 6 | 4.9 | -- | -- | 24.5 | 1580 | 80 | 10 | 171 | 106 | -- | 33.1 | -- | 0.32 | -- | 1030 | 63 | -- |
| 2009-08-25 | -- | -- | 5.9 | 4.9 | -- | -- | 24.9 | 1790 | 100 | 12 | 188 | 137 | -- | 36.4 | -- | 0.2 | -- | 1058 | 134 | -- |
| 2009-09-15 | -- | -- | 6 | 3.4 | -- | -- | 19.8 | 1750 | 85 | 0 | 198 | 109 | -- | 37.5 | -- | 0.83 | -- | 1138 | 114 | -- |
| 2009-10-20 | -- | -- | 5.4 | 3.3 | -- | -- | 9.1 | 1660 | -- | 0 | 141 | 44.6 | 60 | 35.1 | -- | 2 | -- | 1048 | 74 | -- |
| 2009-11-08 | -- | -- | -- | 3.7 | -- | -- | -- | 1590 | -- | 0 | 104 | 97.5 | -- | 44.4 | -- | 2.95 | -- | 1061 | 7 | -- |
| 2010-04-23 | -- | -- | 5.7 | 4 | -- | -- | 12.9 | 1440 | -- | 40 | 7 | 27.2 | -- | 28.9 | -- | 1.22 | -- | 820 | 36 | -- |
| 2010-06-13 | -- | -- | 5.6 | 3.4 | -- | -- | 22.0 | 1560 | 40 | 0 | 139 | 67.6 | -- | 33.10 | -- | 0.99 | -- | 846 | 36 | -- |
| 2010-07-20 | -- | -- | 5.8 | -- | -- | 2.4 | 25.5 | -- | -- | -- | -- | 75.0 | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-09-21 | -- | -- | 6.1 | 3.3 | -- | -- | 19.5 | 1880 | 70 | 0 | 180 | 98.2 | -- | 32.20 | -- | 2.04 | -- | 1156 | 210 | -- |
| 2010-11-16 | -- | -- | 4.8 | 3.7 | -- | -- | -- | 1410 | -- | 0 | 105 | 25.2 | -- | 33.51 | -- | 6.49 | -- | 798 | 65 | -- |
| 2011-11-15 | -- | -- | 3.9 | 3.0 | -- | -- | 6.0 | -- | -- | 0 | 161 | 13.4 | -- | 25.60 | -- | 2.79 | -- | 759 | 8 | -- |
| 2012-06-19 | -- | -- | 3.0 | 3.2 | -- | -- | 22.0 | -- | -- | 0 | 133 | 25.0 | -- | 26.40 | -- | 1.63 | -- | 724 | <5 | -- |
| 2012-08-12 | -- | -- | 5.4 | 5.8 | -- | -- | -- | 1590 | -- | 21 | 45 | 53.1 | -- | 34.80 | -- | 0.63 | -- | 984 | 11 | -- |
| 2012-08-21 | -- | -- | 5.9 | 5.8 | -- | -- | 22.0 | 1700 | -- | 25 | 38 | 37.8 | -- | 31.50 | -- | 0.60 | -- | 977 | 53 | -- |
| 2014-11-10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -121 | 9 | -- | 6.9 | -- | -- | -- | -- | -- | -- |
| 2014-11-18 | -- | -- | 6.5 | 7.4 | -- | -- | 3 | 1960 | -- | 219 | -181 | 4.2 | -- | 5.36 | -- | 0.05 | -- | 1041 | 45 | -- |
| 2015-05-05 | -- | -- | 5.4 | 6.5 | -- | -- | 16 | 1380 | -- | 168 | -83 | 7.27 | -- | 24.82 | -- | 0.13 | -- | 639 | 41 | -- |
| 2018-05-30 | -- | -- | 6.3 | 7.2 | -- | -- | 24 | 1400 | -- | 82 | -15 | 6 | -- | 25.46 | -- | 0.09 | -- | 737 | 8 | -- |
| Minimum: | -- | -- | 3.0 | 3.0 | 331 | 2.4 | 1.5 | 1380 | 40 | 0 | -181 | 4.2 | 28.8 | 5.36 | 35.5 | 0.05 | 0.2 | 639 | 7 | -- |
| Maximum: | -- | -- | 6.5 | 7.4 | 331 | 2.4 | 25.5 | 2460 | 140 | 219 | 198 | 137 | 90.9 | 44.4 | 36.6 | 6.49 | 0.2 | 1481 | 210 | -- |
| Average: | -- | -- | 5.63 | 4.84 | 331 | 2.40 | 16.1 | 1,698 | 77.00 | 31 | 85.1 | 59.38 | 59.90 | 29.79 | 36.05 | 1.01 | 0.20 | 967.2 | 64.9 | -- |
| Range: | -- | -- | 3.5 | 4.4 | 0 | 0 | 24 | 1080 | 100 | 219 | 379 | 132.8 | 62.1 | 39.04 | 1.1 | 6.44 | 0 | 842 | 203 | -- |
| Median: | -- | -- | 5.85 | 4.9 | 331 | 2.4 | 19.55 | 1660 | 70 | 13 | 104.5 | 49.8 | 60 | 32.2 | 36.05 | 0.46 | 0.2 | 1009 | 58 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Vertical Flow Pond and influent into settling 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 - Slag Out |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-11-10 | -- | 4 | 11.8 | 11.7 | -- | -- | -- | 2190 | 300 | 445 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-11-16 | -- | 4 | 11.6 | 11.4 | -- | -- | -- | 1350 | 180 | 297 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-11-23 | -- | 4 | 12.1 | -- | -- | -- | -- | -- | 580 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-09-20 | -- | 5 | 12.1 | 10.8 | -- | -- | 14.0 | 413 | 120 | 108 | -73 | 0.2 | -- | <0.02 | -- | 9.25 | -- | 13 | 7 | -- |
| 2011-10-18 | -- | 4 | -- | 10.4 | -- | -- | -- | 251 | 100 | 67 | -31 | <0.05 | -- | <0.02 | -- | 5.74 | -- | 13 | 9 | -- |
| 2011-11-15 | -- | 8 | 10.9 | 10.1 | -- | -- | 10.1 | -- | 45 | 55 | -40 | <0.3 | -- | <0.05 | -- | 2.25 | -- | <20 | 8 | -- |
| 2012-09-18 | -- | 1 | 11.2 | 11.4 | -- | -- | 16.0 | 943 | -- | 296 | -240 | 0.4 | -- | 0.04 | -- | 49.50 | -- | 7 | 8 | -- |
| 2013-05-21 | -- | 12 | 10.2 | 10.0 | -- | -- | -- | 222 | 80 | 46 | -22 | 0.2 | -- | 0.05 | -- | 4.19 | -- | 15 | <5 | -- |
| 2013-06-18 | -- | 12 | 8.0 | 8.7 | -- | -- | 17.0 | 193 | 60 | 45 | -21 | 1.0 | -- | 20.03 | -- | 0.91 | -- | 14 | <5 | -- |
| 2013-07-16 | -- | 5 | 10.2 | 9.5 | -- | -- | 24.0 | 236 | 60 | 52 | -22 | 0.1 | -- | <0.02 | -- | 4.65 | -- | 13 | 5 | -- |
| Minimum: | -- | 1 | 8.0 | 8.7 | -- | -- | 10.1 | 193 | 45 | 45 | -240 | 0.1 | -- | 0.04 | -- | 0.91 | -- | 7 | 5 | -- |
| Maximum: | -- | 12 | 12.1 | 11.7 | -- | -- | 24.0 | 2190 | 580 | 445 | -21 | 1.0 | -- | 20.03 | -- | 49.50 | -- | 15 | 9 | -- |
| Average: | -- | 6 | 10.90 | 10.44 | -- | -- | 16.2 | 725 | 169.44 | 157 | -64.1 | 0.38 | -- | 6.71 | -- | 10.93 | -- | 12.5 | 7.4 | -- |
| Range: | -- | 11 | 4.1 | 3 | -- | -- | 13.9 | 1997 | 535 | 400 | 219 | 0.9 | -- | 19.99 | -- | 48.59 | -- | 8 | 4 | -- |
| Median: | -- | 4.5 | 11.2 | 10.4 | -- | -- | 16 | 332 | 100 | 67 | -31 | 0.2 | -- | 0.05 | -- | 4.65 | -- | 13 | 8 | -- |
| Loading (lb/day): | 10.12 | 7.83 | -2.88 | 0.04 | -- | 0.97 | -- | 0.38 | -- |
Sample Point Description: Effluent of slag bed; Enters Outflow 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 - KL1-4A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-05-20 | -- | -- | 5.2 | -- | -- | 5.5 | 11.3 | -- | 30 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-06-20 | -- | -- | 5.3 | 3.4 | -- | -- | -- | 1800 | 20 | 0 | 141 | 46.7 | 39.4 | 35.4 | 34.1 | 0.1 | 0.1 | 1020 | 50 | -- |
| 2008-12-16 | -- | -- | -- | -- | -- | -- | 1.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-30 | -- | -- | 6.30 | 7.2 | -- | -- | 24.00 | 1400 | -- | 82 | -15 | 6.00 | -- | 25.46 | -- | 0.09 | -- | 737 | 8 | -- |
| Minimum: | -- | -- | 5.2 | 3.4 | -- | 5.5 | 1.4 | 1400 | 20 | 0 | -15 | 6.00 | 39.4 | 25.46 | 34.1 | 0.09 | 0.1 | 737 | 8 | -- |
| Maximum: | -- | -- | 6.30 | 7.2 | -- | 5.5 | 24.00 | 1800 | 30 | 82 | 141 | 46.7 | 39.4 | 35.4 | 34.1 | 0.1 | 0.1 | 1020 | 50 | -- |
| Average: | -- | -- | 5.60 | 5.30 | -- | 5.50 | 12.2 | 1,600 | 25.00 | 41 | 63.0 | 26.35 | 39.40 | 30.43 | 34.10 | 0.10 | 0.10 | 878.5 | 29.0 | -- |
| Range: | -- | -- | 1.1 | 3.8 | -- | 0 | 22.6 | 400 | 10 | 82 | 156 | 40.7 | 0 | 9.94 | 0 | 0.01 | 0 | 283 | 42 | -- |
| Median: | -- | -- | 5.3 | 5.3 | -- | 5.5 | 11.3 | 1600 | 25 | 41 | 63 | 26.35 | 39.4 | 30.43 | 34.1 | 0.1 | 0.1 | 878.5 | 29 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Settling 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 - KL1-5 |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Efflunet of wetland and final effluent of Klondike KL-1 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.