Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA18-A1 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | -- | 10 | 7.1 | 6.88 | -- | -- | 12.1 | 628 | -- | 149 | -108 | 11.1 | -- | 3.25 | -- | 0.1 | -- | 104 | 9 | -- |
2010-04-20 | -- | 32 | 5.65 | 7.14 | -- | -- | 10.1 | 606 | -- | 117 | -103 | 10.8 | -- | 3.26 | -- | 0.1 | -- | 211 | <5 | -- |
2015-05-13 | -- | 25 | 6.2 | 6.58 | -- | -- | 10.4 | 607 | -- | 113.17 | -77.38 | 8.68 | -- | 2.56 | -- | 0.1 | -- | 176.9 | 6 | -- |
Minimum: | -- | 10 | 5.65 | 6.58 | -- | -- | 10.1 | 606 | -- | 113.17 | -108 | 8.68 | -- | 2.56 | -- | 0.1 | -- | 104 | 6 | -- |
Maximum: | -- | 32 | 7.1 | 7.14 | -- | -- | 12.1 | 628 | -- | 149 | -77.38 | 11.1 | -- | 3.26 | -- | 0.1 | -- | 211 | 9 | -- |
Average: | -- | 22 | 6.32 | 6.87 | -- | -- | 10.9 | 614 | -- | 126 | -96.1 | 10.19 | -- | 3.02 | -- | 0.10 | -- | 164.0 | 7.5 | -- |
Range: | -- | 22 | 1.45 | 0.56 | -- | -- | 2 | 22 | -- | 35.83 | 30.62 | 2.42 | -- | 0.7 | -- | 0 | -- | 107 | 3 | -- |
Median: | -- | 25 | 6.2 | 6.88 | -- | -- | 10.4 | 607 | -- | 117 | -103 | 10.8 | -- | 3.25 | -- | 0.1 | -- | 176.9 | 7.5 | -- |
Loading (lb/day): | -- | 32.31 | -25.28 | 2.7 | -- | 0.8 | -- | 0.03 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to 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 - PA18-B1 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | -- | 10 | 7.5 | 7.61 | -- | -- | 17.7 | 534 | -- | 103 | -79 | 0.24 | -- | 0.22 | -- | 0.2 | -- | 166 | 10 | -- |
2010-04-20 | -- | 32 | 6.39 | 7.92 | -- | -- | 9.4 | 522 | -- | 97 | -80 | 0.1 | -- | 0.1 | -- | 0.1 | -- | 181 | 7 | -- |
2015-05-13 | -- | -- | 7.3 | 7.3 | -- | -- | 13.1 | 557 | -- | 107.23 | -95.47 | 0.1 | -- | 0.85 | -- | 0.1 | -- | 136.2 | 13 | -- |
Minimum: | -- | 10 | 6.39 | 7.3 | -- | -- | 9.4 | 522 | -- | 97 | -95.47 | 0.1 | -- | 0.1 | -- | 0.1 | -- | 136.2 | 7 | -- |
Maximum: | -- | 32 | 7.5 | 7.92 | -- | -- | 17.7 | 557 | -- | 107.23 | -79 | 0.24 | -- | 0.85 | -- | 0.2 | -- | 181 | 13 | -- |
Average: | -- | 21 | 7.06 | 7.61 | -- | -- | 13.4 | 538 | -- | 102 | -84.8 | 0.15 | -- | 0.39 | -- | 0.13 | -- | 161.1 | 10.0 | -- |
Range: | -- | 22 | 1.11 | 0.62 | -- | -- | 8.3 | 35 | -- | 10.23 | 16.47 | 0.14 | -- | 0.75 | -- | 0.1 | -- | 44.8 | 6 | -- |
Median: | -- | 21 | 7.3 | 7.61 | -- | -- | 13.1 | 534 | -- | 103 | -80 | 0.1 | -- | 0.22 | -- | 0.1 | -- | 166 | 10 | -- |
Loading (lb/day): | -- | 24.85 | -20.13 | 0.03 | -- | 0.03 | -- | 0.03 | -- |
Sample Point Description: Effluent of 1st pond sample just before entering the 2nd 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 - PA18-Outflow |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | -- | 10 | 7.8 | 7.74 | -- | -- | 19.4 | 532 | -- | 111 | -76 | 0.05 | -- | 0.01 | -- | 0.1 | -- | 143 | <5 | -- |
2010-04-20 | -- | 32 | 6.48 | 7.93 | -- | -- | 10.5 | 485 | -- | 85 | -73 | 0.05 | -- | 0.01 | -- | 0.1 | -- | 170 | <5 | -- |
2015-05-13 | -- | 25 | 7.6 | 7.46 | -- | -- | 15.9 | 528 | -- | 99.6 | -84.45 | 0.1 | -- | 0.07 | -- | 0.11 | -- | 128.1 | <5 | -- |
Minimum: | -- | 10 | 6.48 | 7.46 | -- | -- | 10.5 | 485 | -- | 85 | -84.45 | 0.05 | -- | 0.01 | -- | 0.1 | -- | 128.1 | -- | -- |
Maximum: | -- | 32 | 7.8 | 7.93 | -- | -- | 19.4 | 532 | -- | 111 | -73 | 0.1 | -- | 0.07 | -- | 0.11 | -- | 170 | -- | -- |
Average: | -- | 22 | 7.29 | 7.71 | -- | -- | 15.3 | 515 | -- | 99 | -77.8 | 0.07 | -- | 0.03 | -- | 0.10 | -- | 147.0 | -- | -- |
Range: | -- | 22 | 1.32 | 0.47 | -- | -- | 8.9 | 47 | -- | 26 | 11.45 | 0.05 | -- | 0.06 | -- | 0.01 | -- | 41.9 | -- | -- |
Median: | -- | 25 | 7.6 | 7.74 | -- | -- | 15.9 | 528 | -- | 99.6 | -76 | 0.05 | -- | 0.01 | -- | 0.1 | -- | 143 | -- | -- |
Loading (lb/day): | -- | 25.32 | -20.86 | 0.02 | -- | 0.01 | -- | 0.03 | -- |
Sample Point Description: Final Effluent of Glade Run 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.