Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA96A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-30 | -- | -- | 3.27 | 3.8 | -- | 12.46 | 13.3 | 1360 | 0 | 0 | 116 | 2.49 | -- | 18.6 | -- | 7.52 | -- | 784 | 52 | -- |
| 2010-04-01 | -- | -- | 3.47 | 4 | -- | -- | 10.2 | 1460 | 0 | 0 | 124 | 0.36 | -- | 24 | -- | 11.5 | -- | 962 | <5 | -- |
| 2016-09-27 | -- | -- | 3.74 | -- | -- | -- | 12.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-04-11 | -- | -- | 4.12 | -- | -- | -- | 8.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-10-10 | -- | 42 | 3.64 | -- | -- | -- | 11.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-10-16 | -- | -- | 3.83 | -- | -- | -- | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-04-11 | -- | -- | 3.73 | -- | -- | -- | 8.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-11-18 | -- | -- | 4.04 | -- | -- | -- | 10.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2020-04-28 | -- | -- | 4.09 | 4.3 | -- | -- | 9 | 1020 | -- | 0 | 41 | 0.07 | -- | 11.1 | -- | 5.48 | -- | -- | <2 | -- |
| Minimum: | -- | 42 | 3.27 | 3.8 | -- | 12.46 | 8.8 | 1020 | 0 | 0 | 41 | 0.07 | -- | 11.1 | -- | 5.48 | -- | 784 | 52 | -- |
| Maximum: | -- | 42 | 4.12 | 4.3 | -- | 12.46 | 13.3 | 1460 | 0 | 0 | 124 | 2.49 | -- | 24 | -- | 11.5 | -- | 962 | 52 | -- |
| Average: | -- | 42 | 3.77 | 4.03 | -- | 12.46 | 10.8 | 1,280 | 0 | 0 | 93.7 | 0.97 | -- | 17.90 | -- | 8.17 | -- | 873.0 | 52.0 | -- |
| Range: | -- | 0 | 0.85 | 0.5 | -- | 0 | 4.5 | 440 | 0 | 0 | 83 | 2.42 | -- | 12.9 | -- | 6.02 | -- | 178 | 0 | -- |
| Median: | -- | 42 | 3.74 | 4 | -- | 12.46 | 10.5 | 1360 | 0 | 0 | 116 | 0.36 | -- | 18.6 | -- | 7.52 | -- | 873 | 52 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to Tangascootak #1; Channel from swampy area conveys flow into system; sample point may not exist anymore following system rebuild
- 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 - PA96A1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-05-24 | -- | 120 | 4.1 | 4 | -- | -- | 11 | 1330 | -- | 0 | 93 | 0.07 | -- | 18.91 | -- | 8.72 | -- | 823 | 5 | -- |
| 2023-05-16 | -- | -- | 3.95 | 4.48 | -- | -- | 9.7 | 1015 | -- | <0.10 | 137.6 | <0.10 | -- | 10.63 | -- | 4.63 | -- | 400.9 | <5 | -- |
| 2025-04-14 | Assumed | 87.3 | 4.26 | 4.16 | -- | -- | 9.9 | -- | 0 | <20.0 | 44.0 | <0.0657 | -- | 10.4 | -- | 4.75 | -- | 481 | <4.0 | -- |
| Minimum: | 0 | 87.3 | 3.95 | 4 | -- | -- | 9.7 | 1015 | 0 | 0 | 44.0 | 0.07 | -- | 10.4 | -- | 4.63 | -- | 400.9 | 5 | -- |
| Maximum: | 0 | 120 | 4.26 | 4.48 | -- | -- | 11 | 1330 | 0 | 0 | 137.6 | 0.07 | -- | 18.91 | -- | 8.72 | -- | 823 | 5 | -- |
| Average: | 0 | 104 | 4.10 | 4.21 | -- | -- | 10.2 | 1,173 | 0 | 0 | 91.5 | 0.07 | -- | 13.31 | -- | 6.03 | -- | 568.3 | 5.0 | -- |
| Range: | 0 | 32.7 | 0.31 | 0.48 | -- | -- | 1.3 | 315 | 0 | 0 | 93.6 | 0 | -- | 8.51 | -- | 4.09 | -- | 422.1 | 0 | -- |
| Median: | 0 | 103.65 | 4.1 | 4.16 | -- | -- | 9.9 | 1172.5 | 0 | 0 | 93 | 0.07 | -- | 10.63 | -- | 4.75 | -- | 481 | 5 | -- |
| Loading (lb/day): | -- | -- | 90.16 | 0.1 | -- | 19.09 | -- | 8.78 | -- |
Sample Point Description: Abandoned Mine Drainage; Influent to Tangascootak No 1 passive treatment system; Sampled at flow distribution box
- 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 - PA96B1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-05-24 | -- | -- | 6.2 | 7 | -- | -- | 12 | 1610 | 215.00 | 235 | -213 | 0 | -- | 0.09 | -- | 0.07 | -- | 752 | 0 | -- |
| 2023-05-16 | -- | -- | 6.1 | 6.85 | -- | -- | 11 | 1139 | -- | 95.2 | -73.89 | <0.10 | -- | 1.23 | -- | 1.05 | -- | 417 | 8 | -- |
| 2025-04-14 | -- | -- | 6.96 | 6.78 | -- | -- | 12.1 | -- | 86 | 73.4 | -72.0 | <0.0657 | -- | 2.74 | -- | 0.750 | -- | 503 | <4.0 | -- |
| Minimum: | -- | -- | 6.1 | 6.78 | -- | -- | 11 | 1139 | 86 | 73.4 | -213 | 0 | -- | 0.09 | -- | 0.07 | -- | 417 | 0 | -- |
| Maximum: | -- | -- | 6.96 | 7 | -- | -- | 12.1 | 1610 | 215.00 | 235 | -72.0 | 0 | -- | 2.74 | -- | 1.05 | -- | 752 | 8 | -- |
| Average: | -- | -- | 6.42 | 6.88 | -- | -- | 11.7 | 1,375 | 150.50 | 135 | -119.6 | 0 | -- | 1.35 | -- | 0.62 | -- | 557.3 | 4.0 | -- |
| Range: | -- | -- | 0.86 | 0.22 | -- | -- | 1.1 | 471 | 129 | 161.6 | 141 | 0 | -- | 2.65 | -- | 0.98 | -- | 335 | 8 | -- |
| Median: | -- | -- | 6.2 | 6.85 | -- | -- | 12 | 1374.5 | 150.5 | 95.2 | -73.89 | 0 | -- | 1.23 | -- | 0.75 | -- | 503 | 4 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Limestone 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 - PA96B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-30 | -- | -- | 6.81 | 6.4 | -- | 11.15 | 13.8 | 1780 | 105 | 116 | -46 | 2.46 | -- | 20.1 | -- | 0.79 | -- | 1052 | 11 | -- |
| 2010-04-01 | -- | -- | 5.81 | 6.8 | -- | -- | 10.2 | 1550 | 95 | 101 | -56 | 1.04 | -- | 15.3 | -- | 0.64 | -- | 952 | <5 | -- |
| 2012-05-24 | -- | -- | 6.5 | 6.8 | -- | -- | 14 | 1490 | 200.00 | 180 | -146 | 0.38 | -- | 13.48 | -- | 0 | -- | 725 | 5 | -- |
| 2016-09-27 | -- | -- | 7.01 | -- | -- | -- | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-04-11 | -- | -- | 6.91 | -- | -- | -- | 11.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-10-10 | -- | -- | 6.9 | -- | -- | -- | 15.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-10-16 | -- | -- | 4.13 | -- | -- | -- | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-04-11 | -- | -- | 5.03 | -- | -- | -- | 10.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-11-18 | -- | -- | 6.86 | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2020-04-28 | -- | -- | 6.02 | 7.4 | -- | -- | 9.7 | 1140 | -- | 101 | -89 | 0.13 | -- | 3.4 | -- | 0.06 | -- | -- | 4 | -- |
| 2025-04-14 | -- | -- | 6.65 | 6.95 | -- | -- | 11.2 | -- | 80 | 70.7 | -72.0 | 0.203 | -- | 2.75 | -- | 0.740 | -- | 534 | <4.0 | -- |
| Minimum: | -- | -- | 4.13 | 6.4 | -- | 11.15 | 7.1 | 1140 | 80 | 70.7 | -146 | 0.13 | -- | 2.75 | -- | 0 | -- | 534 | 4 | -- |
| Maximum: | -- | -- | 7.01 | 7.4 | -- | 11.15 | 18 | 1780 | 200.00 | 180 | -46 | 2.46 | -- | 20.1 | -- | 0.79 | -- | 1052 | 11 | -- |
| Average: | -- | -- | 6.24 | 6.87 | -- | 11.15 | 12.2 | 1,490 | 120.00 | 114 | -81.8 | 0.84 | -- | 11.01 | -- | 0.45 | -- | 815.8 | 6.7 | -- |
| Range: | -- | -- | 2.88 | 1 | -- | 0 | 10.9 | 640 | 120 | 109.3 | 100 | 2.33 | -- | 17.35 | -- | 0.79 | -- | 518 | 7 | -- |
| Median: | -- | -- | 6.65 | 6.8 | -- | 11.15 | 11.4 | 1520 | 100 | 101 | -72 | 0.38 | -- | 13.48 | -- | 0.64 | -- | 838.5 | 5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
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 - PA96C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-30 | -- | -- | 6.73 | 6.2 | -- | 11.1 | 15.1 | 1440 | 35 | 40 | -2 | 0.07 | -- | 0.06 | -- | 0.05 | -- | 852 | <5 | -- |
| 2010-04-01 | -- | -- | 5.97 | 6.5 | -- | -- | 13.2 | 1340 | 30 | 35 | -12 | 0.59 | -- | 3.42 | -- | 0.1 | -- | 830 | <5 | -- |
| 2012-05-24 | -- | 120 | 6.5 | 7 | -- | -- | 17 | 1510 | 200.00 | 181 | -152 | 0.39 | -- | 8.58 | -- | 0.48 | -- | 727 | 5 | -- |
| 2016-09-27 | -- | -- | 6.91 | -- | -- | -- | 15.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-04-11 | -- | -- | 7.33 | -- | -- | -- | 9.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-10-10 | -- | -- | 7.33 | -- | -- | -- | 14.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-10-16 | -- | -- | 6.15 | -- | -- | -- | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-04-11 | -- | -- | 6.48 | -- | -- | -- | 9.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-11-18 | -- | -- | 6.4 | -- | -- | -- | 7.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2020-04-28 | -- | -- | 6.87 | 8 | -- | -- | 8.5 | 1240 | -- | 175 | -164 | <0.05 | -- | <0.02 | -- | 0.06 | -- | -- | <2 | -- |
| 2023-05-16 | -- | -- | -- | 7.21 | -- | -- | -- | 1080 | -- | 65.08 | -42.72 | <0.10 | -- | 3 | -- | 0.47 | -- | 425.7 | <5 | -- |
| 2025-04-14 | Measured | 87.3 | 7.1 | 7.24 | -- | -- | 13.2 | -- | 90 | 74.6 | -74.0 | 0.138 | -- | 1.79 | -- | 0.273 | -- | 488 | <4.0 | -- |
| Minimum: | 0 | 87.3 | 5.97 | 6.2 | -- | 11.1 | 7.8 | 1080 | 30 | 35 | -164 | 0.07 | -- | 0.06 | -- | 0.05 | -- | 425.7 | 5 | -- |
| Maximum: | 0 | 120 | 7.33 | 8 | -- | 11.1 | 17 | 1510 | 200.00 | 181 | -2 | 0.59 | -- | 8.58 | -- | 0.48 | -- | 852 | 5 | -- |
| Average: | 0 | 104 | 6.71 | 7.03 | -- | 11.10 | 12.4 | 1,322 | 88.75 | 95 | -74.5 | 0.30 | -- | 3.37 | -- | 0.24 | -- | 664.5 | 5.0 | -- |
| Range: | 0 | 32.7 | 1.36 | 1.8 | -- | 0 | 9.2 | 430 | 170 | 146 | 162 | 0.52 | -- | 8.52 | -- | 0.43 | -- | 426.3 | 0 | -- |
| Median: | 0 | 103.65 | 6.73 | 7.11 | -- | 11.1 | 13.2 | 1340 | 62.5 | 69.84 | -58.36 | 0.26 | -- | 3 | -- | 0.19 | -- | 727 | 5 | -- |
| Loading (lb/day): | 191.46 | 169.68 | -148.45 | 0.35 | -- | 7.13 | -- | 0.49 | -- |
Sample Point Description: Effluent of Settling Pond and Final Effluent of Tangascootak #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.