Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - LR0-D6A |
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 | -- | 0.5 | 6.87 | 6.3 | -- | -- | -- | -- | 577 | -- | 91 | -42 | -- | -- | 32.8 | -- | <0.05 | -- | 2.61 | -- | 206 | 27 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2010-04-27 | Import | -- | 3 | 6.38 | 6.8 | -- | -- | -- | -- | 519 | -- | 76 | -54 | -- | -- | 36.4 | -- | 0.05 | -- | 2.19 | -- | 163 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2015-06-22 | Import | -- | 4.000 | 6.70 | 6.6 | -- | - | -- | -- | 581 | -- | 66 | -39 | -- | -- | 8.51 | -- | <0.05 | -- | 2.98 | -- | 229 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | -- | 0.5 | 6.38 | 6.3 | -- | 0 | -- | -- | 519 | -- | 66 | -54 | -- | -- | 8.51 | -- | 0.05 | -- | 2.19 | -- | 163 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | 0 | -- | 4.000 | 6.87 | 6.8 | -- | 0 | -- | -- | 581 | -- | 91 | -39 | -- | -- | 36.4 | -- | 0.05 | -- | 2.98 | -- | 229 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | 0 | -- | 3 | 6.65 | 6.57 | -- | 0 | -- | -- | 559 | -- | 78 | -45.0 | -- | -- | 25.90 | -- | 0.05 | -- | 2.59 | -- | 199.3 | 21.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | 0 | -- | 3.5 | 0.49 | 0.5 | -- | 0 | -- | -- | 62 | -- | 25 | 15 | -- | -- | 27.89 | -- | 0 | -- | 0.79 | -- | 66 | 22 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | 0 | -- | 3 | 6.7 | 6.6 | -- | 0 | -- | -- | 577 | -- | 76 | -42 | -- | -- | 32.8 | -- | 0.05 | -- | 2.61 | -- | 206 | 27 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | 2.15 | -1.91 | 0.64 | -- | 0 | -- | 0.08 | -- |
Sample Point Description: Effluent of Anoxic Limestone Drain (ALD)
- 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-D6B |
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 | -- | 3 | 6.64 | 7.2 | -- | -- | -- | -- | 507 | -- | 61 | -34 | -- | -- | 4.93 | -- | <0.05 | -- | 1.16 | -- | 175 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mahaffey Laboratory | -- |
| 2015-06-22 | Import | -- | - | 7.10 | 6.8 | -- | - | -- | -- | 576 | -- | 65 | -39 | -- | -- | 0.60 | -- | <0.05 | -- | 1.88 | -- | 225 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2021-06-17 | -- | Bucket | 2.1 | 6.57 | 7.65 | -- | -- | -- | -- | 580 | 52 | 70.9 | -10.06 | -- | -- | 0.691 | -- | <0.100 | -- | 1.88 | -- | 205 | 2.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SFU & BTtwp | Fairway | -- |
| 2023-04-24 | -- | Measured | 2.1 | 6.31 | 7.18 | -- | -- | -- | -- | 653 | -- | 72.54 | -34.8 | -- | -- | 5.29 | -- | 0.42 | -- | 1.75 | -- | 268.7 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 0 | 6.31 | 6.8 | -- | 0 | -- | -- | 507 | 52 | 61 | -39 | -- | -- | 0.60 | -- | 0.42 | -- | 1.16 | -- | 175 | 2.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Maximum: | 0 | 0 | 3 | 7.10 | 7.65 | -- | 0 | -- | -- | 653 | 52 | 72.54 | -10.06 | -- | -- | 5.29 | -- | 0.42 | -- | 1.88 | -- | 268.7 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Average: | 0 | 0 | 1 | 6.66 | 7.21 | -- | 0 | -- | -- | 579 | 52.00 | 67 | -29.5 | -- | -- | 2.88 | -- | 0.42 | -- | 1.67 | -- | 218.4 | 6.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Range: | 0 | 0 | 3 | 0.79 | 0.85 | -- | 0 | -- | -- | 146 | 0 | 11.54 | 28.94 | -- | -- | 4.69 | -- | 0 | -- | 0.72 | -- | 93.7 | 6.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Median: | 0 | 0 | 2.1 | 6.61 | 7.19 | -- | 0 | -- | -- | 578 | 52 | 67.95 | -34.4 | -- | -- | 2.81 | -- | 0.42 | -- | 1.82 | -- | 215 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Loading (lb/day): | 1.31 | 1.94 | -1.23 | 0.11 | -- | 0.01 | -- | 0.04 | -- |
Sample Point Description: Effluent of LRO-D6 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.