Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - LR0-D8 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-24 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2010-04-27 | Import | -- | 5 | 5.6 | 4.4 | -- | -- | -- | -- | 239 | -- | 4 | 21 | -- | -- | 0.08 | -- | 1.64 | -- | 0.84 | -- | 94 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2015-06-22 | Import | -- | 20.000 | 6.30 | 6.4 | -- | - | -- | -- | 1260 | -- | 35 | 3 | -- | -- | 0.19 | -- | 8.51 | -- | 12.76 | -- | 620 | 19 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | -- | 0 | 5.6 | 4.4 | -- | 0 | -- | -- | 239 | -- | 4 | 3 | -- | -- | 0.08 | -- | 1.64 | -- | 0.84 | -- | 94 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Maximum: | 0 | -- | 20.000 | 6.30 | 6.4 | -- | 0 | -- | -- | 1260 | -- | 35 | 21 | -- | -- | 0.19 | -- | 8.51 | -- | 12.76 | -- | 620 | 19 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Average: | 0 | -- | 8 | 5.95 | 5.40 | -- | 0 | -- | -- | 750 | -- | 20 | 12.0 | -- | -- | 0.14 | -- | 5.08 | -- | 6.80 | -- | 357.0 | 12.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Range: | 0 | -- | 20 | 0.7 | 2 | -- | 0 | -- | -- | 1021 | -- | 31 | 18 | -- | -- | 0.11 | -- | 6.87 | -- | 11.92 | -- | 526 | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Median: | 0 | -- | 5 | 5.95 | 5.4 | -- | 0 | -- | -- | 749.5 | -- | 19.5 | 12 | -- | -- | 0.14 | -- | 5.08 | -- | 6.8 | -- | 357 | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Loading (lb/day): | -- | 4.33 | 0.99 | 0.03 | -- | 1.07 | -- | 1.56 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to LRO-D8 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 - LR0-D8B |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-24 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2010-04-27 | Import | -- | 5 | 6.27 | 6.6 | -- | -- | -- | -- | 241 | -- | 20 | -1 | -- | -- | <0.05 | -- | 0.43 | -- | 0.39 | -- | 90 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2015-06-22 | Import | -- | - | 6.70 | 6.5 | -- | - | -- | -- | 1270 | -- | 35 | 3 | -- | -- | 0.08 | -- | 2.76 | -- | 12.18 | -- | 607 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | -- | 0 | 6.27 | 6.5 | -- | 0 | -- | -- | 241 | -- | 20 | -1 | -- | -- | 0.08 | -- | 0.43 | -- | 0.39 | -- | 90 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Maximum: | 0 | -- | 5 | 6.70 | 6.6 | -- | 0 | -- | -- | 1270 | -- | 35 | 3 | -- | -- | 0.08 | -- | 2.76 | -- | 12.18 | -- | 607 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Average: | 0 | -- | 2 | 6.49 | 6.55 | -- | 0 | -- | -- | 756 | -- | 28 | 1.0 | -- | -- | 0.08 | -- | 1.60 | -- | 6.29 | -- | 348.5 | 7.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Range: | 0 | -- | 5 | 0.43 | 0.1 | -- | 0 | -- | -- | 1029 | -- | 15 | 4 | -- | -- | 0 | -- | 2.33 | -- | 11.79 | -- | 517 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Median: | 0 | -- | 0 | 6.49 | 6.55 | -- | 0 | -- | -- | 755.5 | -- | 27.5 | 1 | -- | -- | 0.08 | -- | 1.6 | -- | 6.29 | -- | 348.5 | 7.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
Loading (lb/day): | -- | 1.2 | -- | -- | -- | 0.03 | -- | 0.02 | -- |
Sample Point Description: Effluent of Settling Pond and Final Effluent of LRO-D8 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.