Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - LR0-D5 |
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 | -- | 2 | 4.04 | 3.7 | -- | -- | -- | -- | 554 | -- | 0 | 66 | -- | -- | 0.12 | -- | 4.96 | -- | 4.37 | -- | 219 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2010-04-27 | Import | -- | 50 | 4.86 | 4 | -- | -- | -- | -- | 378 | -- | 0 | 34 | -- | -- | 0.21 | -- | 3.54 | -- | 1.69 | -- | 140 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2015-06-22 | Import | -- | - | 3.6 | 3.7 | -- | - | -- | -- | 1460 | -- | 0 | 165 | -- | -- | 0.56 | -- | 15.11 | -- | 14.63 | -- | 823 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2021-06-17 | -- | Assumed | 5 | 4.41 | 4.71 | -- | -- | -- | -- | 1150 | 0 | <20.0 | 85.74 | -- | -- | 0.29 | -- | 8.01 | -- | 7.74 | -- | 621 | 12.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SFU & BTtwp | Fairway | -- |
2023-04-24 | -- | Assumed | 4.1 | 4.06 | 3.89 | -- | -- | -- | -- | 1160 | 0 | <0.10 | 100.7 | -- | -- | 0.28 | -- | 6.45 | -- | 7.15 | -- | 612.5 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | 0 | 2 | 3.6 | 3.7 | -- | 0 | -- | -- | 378 | 0 | 0 | 34 | -- | -- | 0.12 | -- | 3.54 | -- | 1.69 | -- | 140 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Maximum: | 0 | 0 | 50 | 4.86 | 4.71 | -- | 0 | -- | -- | 1460 | 0 | 0 | 165 | -- | -- | 0.56 | -- | 15.11 | -- | 14.63 | -- | 823 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Average: | 0 | 0 | 12 | 4.19 | 4.00 | -- | 0 | -- | -- | 940 | 0 | 0 | 90.3 | -- | -- | 0.29 | -- | 7.61 | -- | 7.12 | -- | 483.1 | 19.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Range: | 0 | 0 | 48 | 1.26 | 1.01 | -- | 0 | -- | -- | 1082 | 0 | 0 | 131 | -- | -- | 0.44 | -- | 11.57 | -- | 12.94 | -- | 683 | 37 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Median: | 0 | 0 | 4.1 | 4.06 | 3.89 | -- | 0 | -- | -- | 1150 | 0 | 0 | 85.74 | -- | -- | 0.28 | -- | 6.45 | -- | 7.15 | -- | 612.5 | 12.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Loading (lb/day): | -- | -- | 8.03 | 0.04 | -- | 0.76 | -- | 0.48 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to LRO-D5 passive system. Sample Point A on Schematic
- 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-D5B |
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 | -- | 2 | 6.84 | 6.6 | -- | -- | -- | -- | 686 | -- | 123 | -89 | -- | -- | <0.05 | -- | <0.05 | -- | <0.02 | -- | 240 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2010-04-27 | Import | -- | 50 | 6.01 | 6.9 | -- | -- | -- | -- | 396 | -- | 38 | -18 | -- | -- | <0.05 | -- | 1.15 | -- | 0.24 | -- | 145 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
2015-06-22 | Import | -- | 5 | 6.8 | 6.7 | -- | - | -- | -- | 1470 | -- | 72 | -32 | -- | -- | <0.05 | -- | 0.58 | -- | 3.58 | -- | 764 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2021-06-17 | -- | Bucket | 5 | 6.56 | 6.8 | -- | -- | -- | -- | 1210 | 38 | 55.7 | 4.65 | -- | -- | <0.200 | -- | 0.559 | -- | 1.22 | -- | 712 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SFU & BTtwp | Fairway | -- |
2023-04-24 | -- | Measured | 4.1 | 5.65 | 6.01 | -- | -- | -- | -- | 1140 | 0 | 8.06 | 24.76 | -- | -- | 0.27 | -- | 2.89 | -- | 4.46 | -- | 545 | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | 0 | 2 | 5.65 | 6.01 | -- | 0 | -- | -- | 396 | 0 | 8.06 | -89 | -- | -- | 0.27 | -- | 0.559 | -- | 0.24 | -- | 145 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Maximum: | 0 | 0 | 50 | 6.84 | 6.9 | -- | 0 | -- | -- | 1470 | 38 | 123 | 24.76 | -- | -- | 0.27 | -- | 2.89 | -- | 4.46 | -- | 764 | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Average: | 0 | 0 | 13 | 6.37 | 6.60 | -- | 0 | -- | -- | 980 | 19.00 | 59 | -21.9 | -- | -- | 0.27 | -- | 1.29 | -- | 2.38 | -- | 481.2 | 10.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Range: | 0 | 0 | 48 | 1.19 | 0.89 | -- | 0 | -- | -- | 1074 | 38 | 114.94 | 113.76 | -- | -- | 0 | -- | 2.331 | -- | 4.22 | -- | 619 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Median: | 0 | 0 | 5 | 6.56 | 6.7 | -- | 0 | -- | -- | 1140 | 19 | 55.7 | -18 | -- | -- | 0.27 | -- | 0.87 | -- | 2.4 | -- | 545 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
Loading (lb/day): | 2.28 | 6.77 | -2.68 | 0.01 | -- | 0.23 | -- | 0.16 | -- |
Sample Point Description: Effluent of Limestone Pond; Flows into a 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.