Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - LR0-D11 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 2.5 | 4.38 | 3.8 | -- | -- | -- | 1160 | -- | 0 | 80 | 3.28 | -- | 8.79 | -- | 4.3 | -- | 617 | <5 | -- |
| 2010-04-28 | -- | 12 | 4.63 | 3.9 | -- | -- | -- | 1440 | -- | 0 | 233 | 0.94 | -- | 14 | -- | 32.2 | -- | 897 | 7 | -- |
| 2015-06-22 | -- | 6 | 4.00 | 4.0 | -- | -- | -- | 1300 | -- | 1 | 172 | 0.66 | -- | 12.90 | -- | 20.81 | -- | 742 | 20 | -- |
| 2023-04-24 | Assumed | 12 | 3.75 | 3.76 | -- | -- | -- | 1218 | 0 | <0.10 | 273.58 | 0.47 | -- | 7.29 | -- | 24.47 | -- | 663.7 | <5 | -- |
| Minimum: | 0 | 2.5 | 3.75 | 3.76 | -- | -- | -- | 1160 | 0 | 0 | 80 | 0.47 | -- | 7.29 | -- | 4.3 | -- | 617 | 7 | -- |
| Maximum: | 0 | 12 | 4.63 | 4.0 | -- | -- | -- | 1440 | 0 | 1 | 273.58 | 3.28 | -- | 14 | -- | 32.2 | -- | 897 | 20 | -- |
| Average: | 0 | 8 | 4.19 | 3.87 | -- | -- | -- | 1,280 | 0 | 0 | 189.7 | 1.34 | -- | 10.75 | -- | 20.45 | -- | 729.9 | 13.5 | -- |
| Range: | 0 | 9.5 | 0.88 | 0.24 | -- | -- | -- | 280 | 0 | 1 | 193.58 | 2.81 | -- | 6.71 | -- | 27.9 | -- | 280 | 13 | -- |
| Median: | 0 | 9 | 4.19 | 3.85 | -- | -- | -- | 1259 | 0 | 0 | 202.5 | 0.8 | -- | 10.85 | -- | 22.64 | -- | 702.85 | 13.5 | -- |
| Loading (lb/day): | -- | 0.07 | 21.97 | 0.09 | -- | 1.07 | -- | 2.45 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to LRO-D11 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-D11B |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 2.5 | 6.44 | 6 | -- | -- | -- | 1200 | -- | 81 | -24 | 5.64 | -- | 4.04 | -- | 0.38 | -- | 610 | 10 | -- |
| 2010-04-28 | -- | 12 | 5.94 | 6.2 | -- | -- | -- | 1370 | -- | 36 | 10 | 7.34 | -- | 5.6 | -- | 10.7 | -- | 773 | 38 | -- |
| 2015-06-22 | -- | 6 | 6.90 | 6.7 | -- | -- | -- | 1190 | -- | 117 | -86 | 9.04 | -- | 5.02 | -- | <0.05 | -- | 536 | 14 | -- |
| Minimum: | -- | 2.5 | 5.94 | 6 | -- | -- | -- | 1190 | -- | 36 | -86 | 5.64 | -- | 4.04 | -- | 0.38 | -- | 536 | 10 | -- |
| Maximum: | -- | 12 | 6.90 | 6.7 | -- | -- | -- | 1370 | -- | 117 | 10 | 9.04 | -- | 5.6 | -- | 10.7 | -- | 773 | 38 | -- |
| Average: | -- | 7 | 6.43 | 6.30 | -- | -- | -- | 1,253 | -- | 78 | -33.3 | 7.34 | -- | 4.89 | -- | 5.54 | -- | 639.7 | 20.7 | -- |
| Range: | -- | 9.5 | 0.96 | 0.7 | -- | -- | -- | 180 | -- | 81 | 96 | 3.4 | -- | 1.56 | -- | 10.32 | -- | 237 | 28 | -- |
| Median: | -- | 6 | 6.44 | 6.2 | -- | -- | -- | 1200 | -- | 81 | -24 | 7.34 | -- | 5.02 | -- | 5.54 | -- | 610 | 14 | -- |
| Loading (lb/day): | -- | 5.35 | -2.38 | 0.63 | -- | 0.43 | -- | 0.78 | -- |
Sample Point Description: Effluent of Limestone Pond
- 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-D11C |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 2.5 | 6.59 | 6 | -- | -- | -- | 1160 | -- | 50 | 4 | 2.46 | -- | 5.65 | -- | 1.44 | -- | 630 | 16 | -- |
| 2010-04-28 | -- | 12 | 4.87 | 4.2 | -- | -- | -- | 1110 | -- | 3 | 119 | 1.03 | -- | 8.44 | -- | 14.3 | -- | 643 | 6 | -- |
| 2015-06-22 | -- | 3 | 6.20 | 6.2 | -- | -- | -- | 1030 | -- | 28 | 4 | 1.76 | -- | 6.70 | -- | 1.28 | -- | 517 | 7 | -- |
| 2023-04-24 | Measured | 12 | 4 | 4.12 | -- | -- | -- | 850 | -- | <0.10 | 142.08 | 0.56 | -- | 11.1 | -- | 12.12 | -- | 417.4 | <5 | -- |
| Minimum: | 0 | 2.5 | 4 | 4.12 | -- | -- | -- | 850 | -- | 3 | 4 | 0.56 | -- | 5.65 | -- | 1.28 | -- | 417.4 | 6 | -- |
| Maximum: | 0 | 12 | 6.59 | 6.2 | -- | -- | -- | 1160 | -- | 50 | 142.08 | 2.46 | -- | 11.1 | -- | 14.3 | -- | 643 | 16 | -- |
| Average: | 0 | 7 | 5.42 | 5.13 | -- | -- | -- | 1,038 | -- | 27 | 67.3 | 1.45 | -- | 7.97 | -- | 7.29 | -- | 551.9 | 9.7 | -- |
| Range: | 0 | 9.5 | 2.59 | 2.08 | -- | -- | -- | 310 | -- | 47 | 138.08 | 1.9 | -- | 5.45 | -- | 13.02 | -- | 225.6 | 10 | -- |
| Median: | 0 | 7.5 | 5.54 | 5.1 | -- | -- | -- | 1070 | -- | 28 | 61.5 | 1.4 | -- | 7.57 | -- | 6.78 | -- | 573.5 | 7 | -- |
| Loading (lb/day): | -- | 0.98 | 9.48 | 0.09 | -- | 0.81 | -- | 0.98 | -- |
Sample Point Description: Effluent of last settling pond and Final Effluent of LR0-D11 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.