Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA257A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-10-23 | Import | -- | 1 | 1.73 | 2.6 | -- | 11.54 | -- | -- | 2330 | 0 | 0 | 509 | -- | -- | 55.7 | -- | 40.3 | -- | 17.8 | -- | 898 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2010-03-24 | Import | -- | 60 | 1.86 | 2.8 | -- | 9 | -- | -- | 1460 | 0 | 0 | 290 | -- | -- | 8.17 | -- | 18.4 | -- | 9.92 | -- | 472 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2012-05-17 | Import | -- | -- | 2.7 | -- | -- | 9 | -- | -- | 1130 | -- | 0 | 203 | -- | -- | 6.98 | -- | 13.59 | -- | 6.4 | -- | 415 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 2.9 | -- |
| 2015-05-21 | Import | -- | -- | 2.72 | 2.8 | -- | 9.5 | -- | -- | 1210 | -- | 0 | 217 | -- | -- | 7.16 | -- | 15.12 | -- | 8.15 | -- | 493 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-08 | Import | -- | -- | 2.90 | 2.9 | -- | 11.74 | -- | -- | 1240 | -- | 0 | 196 | -- | -- | 4.34 | -- | 13.04 | -- | 7.12 | -- | 423 | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-04-13 | -- | Measured | 20 | 2.55 | 2.99 | -- | 8.8 | -- | -- | 1269 | -- | <0.10 | 439.62 | -- | -- | 4.49 | -- | 12.78 | -- | 7.2 | -- | 497.4 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 1 | 1.73 | 2.6 | -- | 8.8 | -- | -- | 1130 | 0 | 0 | 196 | -- | -- | 4.34 | -- | 12.78 | -- | 6.4 | -- | 415 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | 0 | 0 | 60 | 2.90 | 2.99 | -- | 11.74 | -- | -- | 2330 | 0 | 0 | 509 | -- | -- | 55.7 | -- | 40.3 | -- | 17.8 | -- | 898 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 2.9 | -- |
| Average: | 0 | 0 | 27 | 2.41 | 2.82 | -- | 9.9 | -- | -- | 1,440 | 0 | 0 | 309.1 | -- | -- | 14.47 | -- | 18.87 | -- | 9.43 | -- | 533.1 | 3.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.97 | -- |
| Range: | 0 | 0 | 59 | 1.17 | 0.39 | -- | 2.94 | -- | -- | 1200 | 0 | 0 | 313 | -- | -- | 51.36 | -- | 27.52 | -- | 11.4 | -- | 483 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 2.9 | -- |
| Median: | 0 | 0 | 20 | 2.63 | 2.8 | -- | 9.25 | -- | -- | 1254.5 | 0 | 0 | 253.5 | -- | -- | 7.07 | -- | 14.36 | -- | 7.68 | -- | 482.5 | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 106.98 | 2.55 | -- | 5.61 | -- | 3.03 | -- |
Sample Point Description: Abandoned Mine Discharge; Mine Drift discharge is influent to VFW and the Mine Drift 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 - PA257B |
Download Sample Point Report CSV / Inflow: No / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-10-23 | Import | -- | 1 | 2.35 | 3.1 | -- | 10 | -- | -- | 1560 | 0 | 0 | 291 | -- | -- | 14.1 | -- | 32.8 | -- | 16.6 | -- | 836 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2010-03-24 | Import | -- | 60 | 2.2 | 3.3 | -- | 7 | -- | -- | 1040 | 0 | 0 | 188 | -- | -- | 5.67 | -- | 21.1 | -- | 9.53 | -- | 453 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2012-05-17 | Import | -- | -- | 2.82 | -- | -- | 18 | -- | -- | 941 | -- | 0 | 107 | -- | -- | 3.71 | -- | 10.05 | -- | 8.32 | -- | 433 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 3.3 | -- |
| 2015-05-21 | Import | -- | -- | 3.01 | 3.1 | -- | 17.1 | -- | -- | 978 | -- | 0 | 157 | -- | -- | 5.52 | -- | 14.67 | -- | 9.07 | -- | 477 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-08 | Import | -- | -- | 3.00 | 3.0 | -- | 9.74 | -- | -- | 1120 | -- | 0 | 167 | -- | -- | 3.54 | -- | 12.37 | -- | 7.09 | -- | 414 | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-04-13 | -- | Measured | 20 | 2.72 | 3.18 | -- | 8.7 | -- | -- | 1100 | -- | <0.10 | 246.56 | -- | -- | 3.48 | -- | 13.13 | -- | 6.66 | -- | 478.5 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 1 | 2.2 | 3.0 | -- | 7 | -- | -- | 941 | 0 | 0 | 107 | -- | -- | 3.48 | -- | 10.05 | -- | 6.66 | -- | 414 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | 0 | 0 | 60 | 3.01 | 3.3 | -- | 18 | -- | -- | 1560 | 0 | 0 | 291 | -- | -- | 14.1 | -- | 32.8 | -- | 16.6 | -- | 836 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 3.3 | -- |
| Average: | 0 | 0 | 27 | 2.68 | 3.14 | -- | 11.8 | -- | -- | 1,123 | 0 | 0 | 192.8 | -- | -- | 6.00 | -- | 17.35 | -- | 9.55 | -- | 515.3 | 4.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.10 | -- |
| Range: | 0 | 0 | 59 | 0.81 | 0.3 | -- | 11 | -- | -- | 619 | 0 | 0 | 184 | -- | -- | 10.62 | -- | 22.75 | -- | 9.94 | -- | 422 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 3.3 | -- |
| Median: | 0 | 0 | 20 | 2.77 | 3.1 | -- | 9.87 | -- | -- | 1070 | 0 | 0 | 177.5 | -- | -- | 4.62 | -- | 13.9 | -- | 8.7 | -- | 465 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 66.12 | 1.7 | -- | 6.26 | -- | 2.89 | -- |
Sample Point Description: Effluent of Vertical Flow Wetland
- 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 - PA275C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2023-04-13 | -- | Measured | 16.3 | 2.73 | 3.13 | -- | 12.9 | -- | -- | 1064 | -- | <0.10 | 362.20 | -- | -- | 4.04 | -- | 14.46 | -- | 6.41 | -- | 447.9 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 0 | 16.3 | 2.73 | 3.13 | -- | 12.9 | -- | -- | 1064 | -- | -- | 362.20 | -- | -- | 4.04 | -- | 14.46 | -- | 6.41 | -- | 447.9 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Maximum: | -- | 0 | 16.3 | 2.73 | 3.13 | -- | 12.9 | -- | -- | 1064 | -- | -- | 362.20 | -- | -- | 4.04 | -- | 14.46 | -- | 6.41 | -- | 447.9 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Average: | -- | 0 | 16 | 2.73 | 3.13 | -- | 12.9 | -- | -- | 1,064 | -- | -- | 362.2 | -- | -- | 4.04 | -- | 14.46 | -- | 6.41 | -- | 447.9 | 7.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Range: | -- | 0 | 0 | 0 | 0 | -- | 0 | -- | -- | 0 | -- | -- | 0 | -- | -- | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Median: | -- | 0 | 16.3 | 2.73 | 3.13 | -- | 12.9 | -- | -- | 1064 | -- | -- | 362.2 | -- | -- | 4.04 | -- | 14.46 | -- | 6.41 | -- | 447.9 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Loading (lb/day): | -- | -- | 70.96 | 0.79 | -- | 2.83 | -- | 1.26 | -- |
Sample Point Description:
Final discharge from settling basin via AgriDrain
- 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.