Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA233A1 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-09-20 | Import | -- | -- | -- | 4.6 | -- | -- | -- | -- | -- | -- | 0.6 | 23.4 | -- | 0.06 | 0.165 | -- | 0.468 | -- | 0.702 | -- | 98.6 | 16 | 22.9 | -- | -- | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-12-20 | Import | -- | -- | -- | 3.7 | -- | -- | -- | -- | -- | -- | 0 | 68.4 | -- | 0.1 | 0.136 | -- | 2.63 | -- | 0.801 | -- | 172.5 | 2 | 33.4 | -- | -- | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2004-03-20 | Import | -- | -- | -- | 3.7 | -- | -- | -- | -- | -- | -- | 0 | 73.2 | -- | 0.16 | 0.139 | -- | 3.17 | -- | 0.892 | -- | 185.4 | 6 | 35.1 | -- | -- | 19.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2004-07-19 | Import | -- | -- | -- | 3.6 | -- | -- | -- | -- | -- | -- | 0 | 90.6 | -- | 0.65 | 0.542 | -- | 7.75 | -- | 2.23 | -- | 265.1 | 6 | 56 | -- | -- | 31.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-09-23 | Import | -- | 25 | 4.47 | 4.46 | -- | 16.2 | -- | -- | 278 | -- | 0 | 34 | -- | -- | 1.06 | -- | 1.1 | -- | 1.01 | -- | 106 | 299 | -- | -- | <1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2010-04-15 | Import | -- | 30 | 4.62 | 4.61 | -- | 9.2 | -- | -- | 268 | -- | 0 | 13 | -- | -- | 0.08 | -- | 0.4 | -- | 0.34 | -- | 120 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| Minimum: | 0 | -- | 25 | 4.47 | 3.6 | -- | 9.2 | -- | -- | 268 | -- | 0 | 13 | -- | 0.06 | 0.08 | -- | 0.4 | -- | 0.34 | -- | 98.6 | 2 | 22.9 | -- | -- | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | 0 | -- | 30 | 4.62 | 4.61 | -- | 16.2 | -- | -- | 278 | -- | 0.6 | 90.6 | -- | 0.65 | 1.06 | -- | 7.75 | -- | 2.23 | -- | 265.1 | 299 | 56 | -- | -- | 31.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | 0 | -- | 28 | 4.55 | 4.11 | -- | 12.7 | -- | -- | 273 | -- | 0 | 50.4 | -- | 0.24 | 0.35 | -- | 2.59 | -- | 1.00 | -- | 157.9 | 65.8 | 36.85 | -- | -- | 19.93 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | 0 | -- | 5 | 0.15 | 1.01 | -- | 7 | -- | -- | 10 | -- | 0.6 | 77.6 | -- | 0.59 | 0.98 | -- | 7.35 | -- | 1.89 | -- | 166.5 | 297 | 33.1 | -- | -- | 20.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | 0 | -- | 27.5 | 4.55 | 4.08 | -- | 12.7 | -- | -- | 273 | -- | 0 | 51.2 | -- | 0.13 | 0.15 | -- | 1.87 | -- | 0.85 | -- | 146.25 | 6 | 34.25 | -- | -- | 18.65 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 7.45 | 0.17 | -- | 0.24 | -- | 0.21 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to Benedict 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.
Sample Point - PA233 Outflow |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | Import | -- | 25 | 6.87 | 7.63 | -- | 16.6 | -- | -- | 364 | -- | 74 | -51 | -- | -- | 0.09 | -- | 0.1 | -- | 0.04 | -- | 106 | 62 | -- | -- | <1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2009-11-17 | SIS | -- | 20 | -- | 4.6 | -- | -- | -- | -- | -- | -- | 8.6 | 47.6 | -- | -- | 0.3 | -- | 7.35 | -- | 1.986 | -- | 387 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-04-15 | Import | -- | 30 | 5.17 | 6.83 | -- | 9.1 | -- | -- | 274 | -- | 29 | -1 | -- | -- | 0.05 | -- | 0.1 | -- | 0.13 | -- | 117 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2013-07-24 | SIS | -- | 66 | 4.8 | 4.8 | -- | -- | -- | -- | -- | -- | 0 | 29.2 | -- | -- | 0.3 | -- | 4.578 | -- | 1.2 | -- | 226 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2014-06-04 | Import | -- | -- | 6.8 | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-06-24 | SIS | -- | 75 | 5.7 | 4.9 | -- | -- | -- | -- | -- | -- | 0 | 27 | -- | -- | 0.3 | -- | 2.623 | -- | 0.758 | -- | 144.5 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-30 | SIS | -- | 91 | 5.3 | 5.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2020-06-02 | -- | Measured | 15 | 5.5 | -- | -- | 3.0 | -- | -- | 379 | -- | 5 | 13 | -- | -- | <0.05 | -- | 1.67 | -- | 0.40 | -- | 165 | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 15 | 4.8 | 4.6 | -- | 3.0 | -- | -- | 274 | 0 | 0 | -51 | -- | -- | 0.05 | -- | 0.1 | -- | 0.04 | -- | 106 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | 0 | 0 | 91 | 6.87 | 7.63 | -- | 16.6 | -- | -- | 379 | 0 | 74 | 47.6 | -- | -- | 0.3 | -- | 7.35 | -- | 1.986 | -- | 387 | 62 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | 0 | 0 | 46 | 5.73 | 5.68 | -- | 9.6 | -- | -- | 339 | 0 | 19 | 10.8 | -- | -- | 0.21 | -- | 2.74 | -- | 0.75 | -- | 190.9 | 18.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | 0 | 0 | 76 | 2.07 | 3.03 | -- | 13.6 | -- | -- | 105 | 0 | 74 | 98.6 | -- | -- | 0.25 | -- | 7.25 | -- | 1.946 | -- | 281 | 57 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | 0 | 0 | 30 | 5.5 | 5.1 | -- | 9.1 | -- | -- | 364 | 0 | 6.8 | 20 | -- | -- | 0.3 | -- | 2.15 | -- | 0.58 | -- | 154.75 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | 8.92 | 9.19 | 0.13 | -- | 1.36 | -- | 0.37 | -- |
Sample Point Description: Effluent of limestone channel and Final Effluent of Benedict Run passive system; DEP SIS sample point SRUNT2D1 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.