Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA263A1 |
Download Sample Point Report CSV / Inflow: Yes / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-21 | -- | 4 | 3.74 | 4.11 | -- | -- | 13.4 | 437 | -- | 0 | 32 | 0.16 | -- | 1.96 | -- | 2.3 | -- | 153 | 13 | -- |
| 2010-04-13 | -- | 4 | 3.9 | 4.22 | -- | -- | 9.1 | 278 | -- | 0 | 22 | 0.12 | -- | 1.06 | -- | 1.2 | -- | 111 | <5 | -- |
| Minimum: | -- | 4 | 3.74 | 4.11 | -- | -- | 9.1 | 278 | -- | 0 | 22 | 0.12 | -- | 1.06 | -- | 1.2 | -- | 111 | 13 | -- |
| Maximum: | -- | 4 | 3.9 | 4.22 | -- | -- | 13.4 | 437 | -- | 0 | 32 | 0.16 | -- | 1.96 | -- | 2.3 | -- | 153 | 13 | -- |
| Average: | -- | 4 | 3.82 | 4.17 | -- | -- | 11.3 | 358 | -- | 0 | 27.0 | 0.14 | -- | 1.51 | -- | 1.75 | -- | 132.0 | 13.0 | -- |
| Range: | -- | 0 | 0.16 | 0.11 | -- | -- | 4.3 | 159 | -- | 0 | 10 | 0.04 | -- | 0.9 | -- | 1.1 | -- | 42 | 0 | -- |
| Median: | -- | 4 | 3.82 | 4.17 | -- | -- | 11.25 | 357.5 | -- | 0 | 27 | 0.14 | -- | 1.51 | -- | 1.75 | -- | 132 | 13 | -- |
| Loading (lb/day): | -- | -- | 1.3 | 0.01 | -- | 0.07 | -- | 0.08 | -- |
Sample Point Description: AMD Discharge #1; One of two influent sources to Miller Run 2 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 - PA263A2 |
Download Sample Point Report CSV / Inflow: Yes / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2002-06-29 | -- | 12 | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 62.4 | 0.162 | -- | 1.7 | -- | 2.53 | -- | 161 | 6 | 0.08 |
| 2002-09-28 | -- | 10 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 68.2 | 0.613 | -- | 2.78 | -- | 3.04 | -- | 201.8 | 4 | 0.45 |
| 2002-12-28 | -- | 134 | -- | 4 | -- | -- | -- | -- | -- | 0 | 57.8 | 0.071 | -- | 1.9 | -- | 2.73 | -- | 161.3 | 2 | 0.07 |
| 2003-03-29 | -- | 100 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 46.6 | 0.128 | -- | 1.15 | -- | 1.68 | -- | 119.8 | 4 | 0.02 |
| 2003-07-01 | -- | 20 | -- | 4 | -- | -- | -- | -- | -- | 0 | 53.8 | 0.278 | -- | 1.24 | -- | 2.337 | -- | 139.1 | 8 | 0.06 |
| 2003-09-20 | -- | 20 | -- | 4 | -- | -- | -- | -- | -- | 0 | 68.4 | 0.326 | -- | 1.8 | -- | 2.42 | -- | 157.7 | 2 | 0.24 |
| 2003-12-20 | -- | 389 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 41.8 | 0.053 | -- | 1.22 | -- | 1.91 | -- | 124.3 | 2 | 0.08 |
| 2004-03-20 | -- | 108 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 42.8 | 0.048 | -- | 1 | -- | 1.59 | -- | 124 | 2 | 0.04 |
| 2004-06-18 | -- | 25 | -- | 4 | -- | -- | -- | -- | -- | 0 | 56.6 | 0.127 | -- | 1.25 | -- | 2.19 | -- | 138.1 | 2 | 0.1 |
| 2009-09-21 | -- | 2 | 4.97 | 5.17 | -- | -- | 14 | 386 | -- | -- | -42 | 0.46 | -- | 1.54 | -- | 3.7 | -- | 149 | <5 | -- |
| 2010-04-13 | -- | 20 | 3.61 | 4.24 | -- | -- | 9 | 285 | -- | 0 | 23 | 0.07 | -- | 1.07 | -- | 1.7 | -- | 114 | <5 | -- |
| Minimum: | -- | 2 | 3.61 | 4 | -- | -- | 9 | 285 | -- | 0 | -42 | 0.048 | -- | 1 | -- | 1.59 | -- | 114 | 2 | 0.02 |
| Maximum: | -- | 389 | 4.97 | 5.17 | -- | -- | 14 | 386 | -- | 0 | 68.4 | 0.613 | -- | 2.78 | -- | 3.7 | -- | 201.8 | 8 | 0.45 |
| Average: | -- | 76 | 4.29 | 4.18 | -- | -- | 11.5 | 336 | -- | 0 | 43.6 | 0.21 | -- | 1.51 | -- | 2.35 | -- | 144.6 | 3.6 | 0.13 |
| Range: | -- | 387 | 1.36 | 1.17 | -- | -- | 5 | 101 | -- | 0 | 110.4 | 0.565 | -- | 1.78 | -- | 2.11 | -- | 87.8 | 6 | 0.43 |
| Median: | -- | 20 | 4.29 | 4.1 | -- | -- | 11.5 | 335.5 | -- | 0 | 53.8 | 0.13 | -- | 1.25 | -- | 2.34 | -- | 139.1 | 2 | 0.08 |
| Loading (lb/day): | -- | -- | 42.57 | 0.08 | -- | 1.22 | -- | 1.86 | -- |
Sample Point Description: Abandoned Mine Discharge 2; One of two influent sources to Miller Run 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.
Sample Point - PA263 Outflow |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2006-07-16 | -- | 10 | -- | 7.6 | -- | -- | -- | -- | -- | 33.6 | -30 | 0.062 | -- | 0.241 | -- | 0.432 | -- | 166.4 | 2 | 0.03 |
| 2006-12-13 | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | 26 | 21.4 | 0.49 | -- | 0.867 | -- | 1.933 | -- | 167.2 | 10 | -- |
| 2007-05-06 | -- | 60 | -- | 6.4 | -- | -- | -- | -- | -- | 11 | 15 | 0.3 | -- | 0.823 | -- | 0.712 | -- | 140.3 | 4 | -- |
| 2008-10-18 | -- | 5 | -- | 6.5 | -- | -- | -- | -- | -- | 16.8 | -2.8 | 0.3 | -- | 0.967 | -- | 1.485 | -- | 212 | 5 | -- |
| 2009-09-21 | -- | 6 | 6.13 | 6.67 | -- | -- | 14.1 | 414 | -- | 24 | -3 | 0.05 | -- | 0.89 | -- | 0.9 | -- | 147 | <5 | -- |
| 2009-11-17 | -- | 9 | -- | 6.5 | -- | -- | -- | -- | -- | 14.8 | -0.6 | 0.3 | -- | 1.107 | -- | 2.814 | -- | 168.2 | 5 | -- |
| 2010-04-13 | -- | 24 | 4.41 | 5.41 | -- | -- | 8.9 | 270 | -- | -- | 17 | 0.05 | -- | 0.95 | -- | 1.2 | -- | 117 | <5 | -- |
| 2012-05-31 | -- | 87 | 4.9 | 5 | -- | -- | -- | -- | -- | 7.4 | 24.8 | 0.3 | -- | 0.787 | -- | 1.342 | -- | 121.3 | 5 | -- |
| 2013-07-17 | -- | 45 | 6 | 6.4 | -- | -- | -- | -- | -- | 5.4 | -11.4 | 0.3 | -- | 0.848 | -- | 1.067 | -- | 126.3 | 5 | -- |
| 2015-06-24 | -- | 70 | 6.5 | 5.4 | -- | -- | -- | -- | -- | 0.2 | 29.6 | 0.3 | -- | 1.019 | -- | 1.211 | -- | 98.8 | 6 | -- |
| 2018-03-14 | -- | 62 | 4.6 | 4.6 | -- | -- | -- | -- | -- | 6.2 | 13.2 | 0.3 | -- | 0.875 | -- | 1.314 | -- | 102.8 | 5 | -- |
| 2020-06-02 | Measured | 13 | 5.0 | 4.9 | -- | -- | 1.0 | 261 | -- | 0 | 23 | 0.40 | -- | 0.76 | -- | 1.23 | -- | 107 | 16 | -- |
| Minimum: | 0 | 5 | 4.41 | 4.6 | -- | -- | 1.0 | 261 | -- | 0 | -30 | 0.05 | -- | 0.241 | -- | 0.432 | -- | 98.8 | 2 | 0.03 |
| Maximum: | 0 | 87 | 6.5 | 7.6 | -- | -- | 14.1 | 414 | -- | 33.6 | 29.6 | 0.49 | -- | 1.107 | -- | 2.814 | -- | 212 | 16 | 0.03 |
| Average: | 0 | 36 | 5.36 | 6.04 | -- | -- | 8.0 | 315 | -- | 13 | 8.0 | 0.26 | -- | 0.84 | -- | 1.30 | -- | 139.5 | 6.3 | 0.03 |
| Range: | 0 | 82 | 2.09 | 3 | -- | -- | 13.1 | 153 | -- | 33.6 | 59.6 | 0.44 | -- | 0.866 | -- | 2.382 | -- | 113.2 | 14 | 0 |
| Median: | 0 | 24 | 5 | 6.4 | -- | -- | 8.9 | 270 | -- | 11 | 14.1 | 0.3 | -- | 0.87 | -- | 1.22 | -- | 133.3 | 5 | 0.03 |
| Loading (lb/day): | -- | 3.53 | 8.78 | 0.12 | -- | 0.37 | -- | 0.5 | -- |
Sample Point Description: Final Effluent of Miller Run 2 passive system; DEP SIS sample point MRUNT2 was the raw water before the system was constructed and is the effluent after the system was constructed. An attempt was made to separate the data.
- 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.