Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA1A1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-10 | Import | -- | 380 | 5.8 | 7.21 | -- | 14.1 | -- | -- | 1120 | -- | 196 | -172 | -- | -- | 17 | -- | 0.1 | -- | 0.45 | -- | 356 | <5 | -- | -- | 45 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2010-04-19 | Import | -- | 807 | 6.05 | 7.02 | -- | 12.3 | -- | -- | 1010 | -- | 185 | -164 | -- | -- | 16.2 | -- | 0.1 | -- | 0.45 | -- | 235 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2015-05-13 | Import | -- | 560 | 6.3 | 6.25 | -- | 12.9 | -- | -- | 1199 | -- | 221.86 | -135.62 | -- | -- | 15.09 | -- | <0.10 | -- | 0.46 | -- | 353.8 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | -- | -- |
| 2020-06-24 | -- | Flow Meter | 760 | 6.14 | 6.5 | -- | 13.7 | 0.69 | -- | 1080 | 216.5 | 195 | -162 | -- | -- | 10.38 | 11.06 | 0 | 0.03 | 0.34 | 0.35 | 175.27 | 14 | 93.23 | 90.45 | 17.6 | 29.93 | 29.8 | 0.07 | 0.05 | 3.54 | 61.13 | -- | -- | -- | St. Vincent | -- | -- |
| 2023-06-06 | -- | Weir | 401 | 6.38 | 6.20 | -- | 12.8 | 1.049 | -- | 942 | 188 | 175.58 | -159.34 | -- | -- | 12.67 | -- | <0.10 | -- | 0.27 | -- | 320.4 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 380 | 5.8 | 6.20 | -- | 12.3 | 0.69 | -- | 942 | 188 | 175.58 | -172 | -- | -- | 10.38 | 11.06 | 0 | 0.03 | 0.27 | 0.35 | 175.27 | 5 | 93.23 | 90.45 | 17.6 | 29.93 | 29.8 | 0.07 | 0.05 | 3.54 | 61.13 | -- | -- | 0 | 0 | 0 | -- |
| Maximum: | 0 | 0 | 807 | 6.38 | 7.21 | -- | 14.1 | 1.049 | -- | 1199 | 216.5 | 221.86 | -135.62 | -- | -- | 17 | 11.06 | 0.1 | 0.03 | 0.46 | 0.35 | 356 | 14 | 93.23 | 90.45 | 45 | 29.93 | 29.8 | 0.07 | 0.05 | 3.54 | 61.13 | -- | -- | 0 | 0 | 0 | -- |
| Average: | 0 | 0 | 582 | 6.13 | 6.64 | -- | 13.2 | 0.87 | -- | 1,070 | 202.25 | 195 | -158.6 | -- | -- | 14.27 | 11.06 | 0.07 | 0.03 | 0.39 | 0.35 | 288.1 | 8.7 | 93.23 | 90.45 | 31.30 | 29.93 | 29.80 | 0.07 | 0.05 | 3.54 | 61.13 | -- | -- | 0 | 0 | 0 | -- |
| Range: | 0 | 0 | 427 | 0.58 | 1.01 | -- | 1.8 | 0.359 | -- | 257 | 28.5 | 46.28 | 36.38 | -- | -- | 6.62 | 0 | 0.1 | 0 | 0.19 | 0 | 180.73 | 9 | 0 | 0 | 27.4 | 0 | 0 | 0 | 0 | 0 | 0 | -- | -- | 0 | 0 | 0 | -- |
| Median: | 0 | 0 | 560 | 6.14 | 6.5 | -- | 12.9 | 0.87 | -- | 1080 | 202.25 | 195 | -162 | -- | -- | 15.09 | 11.06 | 0.1 | 0.03 | 0.45 | 0.35 | 320.4 | 7 | 93.23 | 90.45 | 31.3 | 29.93 | 29.8 | 0.07 | 0.05 | 3.54 | 61.13 | -- | -- | 0 | 0 | 0 | -- |
| Loading (lb/day): | 1441.97 | 1362.16 | -1107.45 | 98.45 | 101.04 | 0.71 | 0.27 | 2.78 | 3.2 |
Sample Point Description: Abandoned Mine Discharge; Influent to Wilson Run passive system; Sampled at end of pipe before Maelstrom Oxidizer
- 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 - PA1 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-10 | Import | -- | 380 | 7.1 | 8.03 | -- | 17.5 | -- | -- | 1100 | -- | 191 | -171 | -- | -- | 1.86 | -- | 0.1 | -- | 0.42 | -- | 354 | <5 | -- | -- | 46 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2010-04-19 | Import | -- | 807 | 6.39 | 7.43 | -- | 10.4 | -- | -- | 965 | -- | 175 | -167 | -- | -- | 11.9 | -- | 0.1 | -- | 0.54 | -- | 361 | 33 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
| 2015-05-13 | Import | -- | 560 | 6.8 | 6.6 | -- | 13.5 | -- | -- | 1180 | -- | 201.7 | -110.66 | -- | -- | 4.08 | -- | <0.10 | -- | 0.52 | -- | 272.4 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | -- | -- |
| 2020-06-24 | -- | Assumed | 760 | 6.31 | 6.6 | -- | 19.6 | 8.24 | -- | 1060 | 198 | 189 | -161 | -- | -- | 1.93 | 0.4 | 0.04 | 0.02 | 0.38 | 0.38 | 178.8 | 8 | 94.67 | 91.94 | 18.1 | 31.31 | 30.42 | 0.06 | 0.07 | 3.67 | 65.5 | -- | -- | -- | St. Vincent | -- | -- |
| 2023-06-06 | -- | Weir | 497 | 6.81 | 6.55 | -- | 18.9 | 12.58 | -- | 929 | 169 | 167.6 | -147.39 | -- | -- | 0.71 | -- | <0.10 | -- | 0.10 | -- | 325.9 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 380 | 6.31 | 6.55 | -- | 10.4 | 8.24 | -- | 929 | 169 | 167.6 | -171 | -- | -- | 0.71 | 0.4 | 0.04 | 0.02 | 0.10 | 0.38 | 178.8 | 8 | 94.67 | 91.94 | 18.1 | 31.31 | 30.42 | 0.06 | 0.07 | 3.67 | 65.5 | -- | -- | 0 | 0 | 0 | -- |
| Maximum: | 0 | 0 | 807 | 7.1 | 8.03 | -- | 19.6 | 12.58 | -- | 1180 | 198 | 201.7 | -110.66 | -- | -- | 11.9 | 0.4 | 0.1 | 0.02 | 0.54 | 0.38 | 361 | 33 | 94.67 | 91.94 | 46 | 31.31 | 30.42 | 0.06 | 0.07 | 3.67 | 65.5 | -- | -- | 0 | 0 | 0 | -- |
| Average: | 0 | 0 | 601 | 6.68 | 7.04 | -- | 16.0 | 10.41 | -- | 1,047 | 183.50 | 185 | -151.4 | -- | -- | 4.10 | 0.40 | 0.08 | 0.02 | 0.39 | 0.38 | 298.4 | 17.0 | 94.67 | 91.94 | 32.05 | 31.31 | 30.42 | 0.06 | 0.07 | 3.67 | 65.50 | -- | -- | 0 | 0 | 0 | -- |
| Range: | 0 | 0 | 427 | 0.79 | 1.48 | -- | 9.2 | 4.34 | -- | 251 | 29 | 34.1 | 60.34 | -- | -- | 11.19 | 0 | 0.06 | 0 | 0.44 | 0 | 182.2 | 25 | 0 | 0 | 27.9 | 0 | 0 | 0 | 0 | 0 | 0 | -- | -- | 0 | 0 | 0 | -- |
| Median: | 0 | 0 | 560 | 6.8 | 6.6 | -- | 17.5 | 10.41 | -- | 1060 | 183.5 | 189 | -161 | -- | -- | 1.93 | 0.4 | 0.1 | 0.02 | 0.42 | 0.38 | 325.9 | 10 | 94.67 | 91.94 | 32.05 | 31.31 | 30.42 | 0.06 | 0.07 | 3.67 | 65.5 | -- | -- | 0 | 0 | 0 | -- |
| Loading (lb/day): | 1409.18 | 1331.08 | -1099.42 | 34.65 | 3.65 | 0.6 | 0.18 | 2.95 | 3.47 |
Sample Point Description: Effluent of wetland and Final Effluent of Wilson 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.