Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA198A |
Sample Point Description: Abandoned Mine Discharge; Raw untreated water; Influent to the Johnson Run 88/89 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 - PA198B |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-10-15 | -- | - | 6.41 | 7.2 | -- | -- | 10.9 | 1290 | 90 | 108 | -81 | 0.05 | -- | 2.4 | -- | 0.07 | -- | 673 | 7 | -- |
2010-04-27 | -- | 10 | -- | 7.6 | -- | -- | -- | 1100 | -- | 113 | -95 | 0.05 | -- | 0.19 | -- | 0.05 | -- | 497 | 5 | -- |
2012-05-21 | -- | -- | 6.5 | 7.3 | -- | -- | 19 | 1240 | 120 | 135 | -114 | 0 | -- | 0.15 | -- | 0 | -- | 602 | 0 | -- |
2015-05-19 | -- | -- | 6.7 | 7.21 | -- | -- | 16.1 | 1191 | -- | 80.64 | -54.88 | <0.10 | -- | 0.84 | -- | 0.98 | -- | 514.3 | 8 | -- |
2024-02-16 | M | 146.9 | -- | 7.44 | -- | -- | -- | 1080 | -- | 17.77 | -5.57 | 0.37 | -- | 8.02 | -- | 0.31 | -- | 531.8 | <5 | -- |
2024-03-15 | M | 200 | -- | 7.37 | -- | -- | -- | 1036 | 60.00 | 113.98 | -106.66 | 0.18 | -- | 6.95 | -- | <0.10 | -- | 503.0 | <5 | -- |
2024-04-19 | M | 142 | -- | 7.42 | -- | -- | -- | 1063 | 68 | 84.66 | -- | 0.16 | -- | 4.27 | -- | <0.10 | -- | 537.6 | <5 | -- |
2024-05-17 | M | 129 | -- | 7.35 | -- | -- | -- | 1012 | 60 | 82.01 | -64.47 | 0.22 | -- | 5.07 | -- | <0.10 | -- | 472.9 | <5 | -- |
2024-06-21 | M | 86.96 | -- | 7.53 | -- | -- | -- | 1103 | 120 | 176.78 | -155.89 | 0.40 | -- | 10.14 | -- | <0.10 | -- | 496.6 | 7 | -- |
2024-07-16 | M | 52.6 | -- | 7.46 | -- | -- | -- | 1106 | 112 | 75.38 | -51.34 | 0.33 | -- | 12.22 | -- | <0.10 | -- | 539.7 | <5 | -- |
2024-08-23 | M | 75.5 | -- | 7.48 | -- | -- | -- | 1110 | 80 | 99.70 | -68.45 | 0.31 | -- | 10.05 | -- | <0.10 | -- | 542.9 | <5 | -- |
2024-09-21 | M | 47.9 | -- | 7.74 | -- | -- | -- | 1125 | 104 | 103.64 | -93.33 | 0.31 | -- | 11.76 | -- | 0.11 | -- | 536.7 | <5 | -- |
2024-10-23 | M | 40 | -- | 7.42 | -- | -- | -- | 1113 | 72 | 89.56 | -71.04 | 0.20 | -- | 8.42 | -- | <0.10 | -- | 611.4 | <5 | -- |
2024-11-21 | M | 57 | -- | 7.45 | -- | -- | -- | 1129 | 68 | 89.02 | -61.09 | 0.27 | -- | 8.22 | -- | 0.12 | -- | 552.5 | <5 | -- |
2024-12-17 | M | 131 | -- | 7.13 | -- | -- | -- | 941 | 40 | 52.80 | -45.17 | 0.23 | -- | 6.53 | -- | 0.19 | -- | 470.4 | <5 | -- |
2025-01-15 | M | 113 | -- | 7.17 | -- | -- | -- | 1009 | 60 | 74.37 | -66.06 | 0.11 | -- | 4.10 | -- | <0.10 | -- | 560.6 | 5 | -- |
Minimum: | 0 | 0 | 6.41 | 7.13 | -- | -- | 10.9 | 941 | 40 | 17.77 | -155.89 | 0 | -- | 0.15 | -- | 0 | -- | 470.4 | 0 | -- |
Maximum: | 0 | 200 | 6.7 | 7.74 | -- | -- | 19 | 1290 | 120 | 176.78 | -5.57 | 0.40 | -- | 12.22 | -- | 0.98 | -- | 673 | 8 | -- |
Average: | 0 | 88 | 6.54 | 7.39 | -- | -- | 15.3 | 1,103 | 81.08 | 94 | -75.6 | 0.21 | -- | 6.21 | -- | 0.23 | -- | 540.2 | 5.3 | -- |
Range: | 0 | 200 | 0.29 | 0.61 | -- | -- | 8.1 | 349 | 80 | 159.01 | 150.32 | 0.4 | -- | 12.07 | -- | 0.98 | -- | 202.6 | 8 | -- |
Median: | 0 | 81.23 | 6.5 | 7.42 | -- | -- | 16.1 | 1104.5 | 72 | 89.29 | -68.45 | 0.22 | -- | 6.74 | -- | 0.12 | -- | 537.15 | 6 | -- |
Loading (lb/day): | 82.52 | 97.03 | -77.15 | 0.28 | -- | 8.14 | -- | 0.2 | -- |
Sample Point Description: Effluent of Vertical Flow Pond (B)
- 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 - PA198C |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-10-15 | -- | - | 6.92 | 7.3 | -- | -- | 9.3 | 1290 | 95 | 97 | -77 | 0.05 | -- | 1.66 | -- | 0.37 | -- | 662 | 9 | -- |
2010-04-27 | -- | 24 | -- | 7.7 | -- | -- | -- | 1080 | -- | 107 | -90 | 0.05 | -- | 0.12 | -- | 0.10 | -- | 499 | 5 | -- |
2015-05-19 | -- | -- | 6.4 | 7.3 | -- | -- | 18.2 | 1105 | -- | 62.89 | -38.35 | 0.51 | -- | 2.26 | -- | 0.19 | -- | 462.8 | 8 | -- |
2018-06-11 | -- | -- | 5.84 | 6.3 | -- | -- | 17.04 | 998 | -- | 55 | -26 | 0.10 | -- | 1.40 | -- | 2.05 | -- | 480 | 10 | -- |
2020-07-07 | -- | 1.5 | 6.84 | 7.5 | -- | -- | -- | 1070 | -- | 89 | -89 | 0.79 | -- | 2.93 | -- | 1.00 | -- | 511 | 155 | -- |
2023-05-11 | -- | -- | 6.0 | 7.42 | -- | -- | 15.5 | 920 | 52 | 37.58 | -19.79 | <0.10 | -- | 1.85 | -- | 0.9 | -- | 464 | 18 | -- |
Minimum: | -- | 0 | 5.84 | 6.3 | -- | -- | 9.3 | 920 | 52 | 37.58 | -90 | 0.05 | -- | 0.12 | -- | 0.10 | -- | 462.8 | 5 | -- |
Maximum: | -- | 24 | 6.92 | 7.7 | -- | -- | 18.2 | 1290 | 95 | 107 | -19.79 | 0.79 | -- | 2.93 | -- | 2.05 | -- | 662 | 155 | -- |
Average: | -- | 9 | 6.40 | 7.25 | -- | -- | 15.0 | 1,077 | 73.50 | 75 | -56.7 | 0.30 | -- | 1.70 | -- | 0.77 | -- | 513.1 | 34.2 | -- |
Range: | -- | 24 | 1.08 | 1.4 | -- | -- | 8.9 | 370 | 43 | 69.42 | 70.21 | 0.74 | -- | 2.81 | -- | 1.95 | -- | 199.2 | 150 | -- |
Median: | -- | 1.5 | 6.4 | 7.36 | -- | -- | 16.27 | 1075 | 73.5 | 75.95 | -57.68 | 0.1 | -- | 1.76 | -- | 0.64 | -- | 489.5 | 9.5 | -- |
Loading (lb/day): | -- | 16.24 | -13.78 | 0.01 | -- | 0.04 | -- | 0.02 | -- |
Sample Point Description: Sampled at the end of the small limestone ditch that collects and conveys the flow from the multiple pipe outlet Vertical Flow Pond (B)
- 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 - PA198D |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-10-15 | -- | - | 7.14 | 7.3 | -- | -- | 8.4 | 1250 | 80 | 88 | -63 | 1.39 | -- | 1.94 | -- | 0.16 | -- | 657 | 6 | -- |
2015-05-19 | -- | -- | 7.2 | 7.43 | -- | -- | 19.2 | 1154 | -- | 68.33 | -48.96 | 0.27 | -- | 0.92 | -- | 0.45 | -- | 514.3 | 8 | -- |
2018-06-11 | -- | -- | 6.14 | 6.3 | -- | -- | 19.59 | 970 | -- | 44 | -12 | 0.40 | -- | 1.86 | -- | 1.12 | -- | 479 | 7 | -- |
Minimum: | -- | 0 | 6.14 | 6.3 | -- | -- | 8.4 | 970 | 80 | 44 | -63 | 0.27 | -- | 0.92 | -- | 0.16 | -- | 479 | 6 | -- |
Maximum: | -- | 0 | 7.2 | 7.43 | -- | -- | 19.59 | 1250 | 80 | 88 | -12 | 1.39 | -- | 1.94 | -- | 1.12 | -- | 657 | 8 | -- |
Average: | -- | 0 | 6.83 | 7.01 | -- | -- | 15.7 | 1,125 | 80.00 | 67 | -41.3 | 0.69 | -- | 1.57 | -- | 0.58 | -- | 550.1 | 7.0 | -- |
Range: | -- | 0 | 1.06 | 1.13 | -- | -- | 11.19 | 280 | 0 | 44 | 51 | 1.12 | -- | 1.02 | -- | 0.96 | -- | 178 | 2 | -- |
Median: | -- | 0 | 7.14 | 7.3 | -- | -- | 19.2 | 1154 | 80 | 68.33 | -48.96 | 0.4 | -- | 1.86 | -- | 0.45 | -- | 514.3 | 7 | -- |
Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Settling Pond (D); sampled at pipe into the final wetland
- 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 - PA198E |
Sample Point Description: Final Effluent of 88/89 passive treatment system from wetland
- 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.