Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - MDB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2013-06-21 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-06-28 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-07-03 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-15 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-29 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-09-20 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-17 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-23 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Maximum: | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Average: | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Range: | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Median: | -- | -- | 5.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Mary D Borehole discharge sampled at the borehole
- 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 - MDBRAW |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2013-06-21 | -- | -- | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-06-28 | -- | 707 | 6.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-07-03 | -- | 845 | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-15 | -- | 845 | 5.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-29 | -- | 773 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-09-20 | -- | 622 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-17 | -- | 592 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-23 | -- | 554 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-20 | -- | 600 | 5.67 | 5.9 | -- | -- | 9.96 | 276 | -- | 13 | 13 | 4.45 | -- | 1.39 | -- | 0.8 | -- | 107 | <5 | -- |
| 2018-08-17 | -- | -- | -- | 6.09 | -- | -- | -- | -- | -- | -- | -- | 2.6 | -- | 1.2 | -- | 0.92 | -- | 102 | -- | -- |
| 2018-10-04 | Assumed | 820.7 | 4.92 | 5.8 | -- | 2.15 | 11.7 | 273.9 | -- | 4 | 20 | 3 | -- | 1.2 | -- | 1.1 | -- | 115 | 6 | -- |
| 2019-01-08 | Assumed | 773.9 | 5.39 | 6.36 | -- | 3.07 | 10.1 | 246 | -- | 0 | 46 | 2.7 | -- | 1 | -- | 1.1 | -- | 105 | 7 | -- |
| 2019-04-22 | Assumed | 869.3 | 5.23 | 6.27 | -- | 2.71 | 10.4 | 211.6 | -- | 10 | 12 | 2 | -- | 0.86 | -- | 0.56 | -- | 81 | 4 | -- |
| 2019-07-09 | Assumed | 663.8 | 5.59 | 6.2 | -- | 0.96 | 10.5 | 268.7 | -- | 10 | 50 | 4 | -- | 1.3 | -- | 0.65 | -- | 109 | 8 | -- |
| 2019-10-07 | Assumed | 464.4 | 5.66 | 6.61 | -- | 1.12 | 10.5 | 310.1 | -- | 17 | 30 | 7.9 | -- | 1.6 | -- | 0.26 | -- | 120 | 2 | -- |
| 2020-01-13 | Assumed | 685 | 5.75 | 6.49 | -- | 2.24 | 10.2 | 245 | -- | 16 | 24 | 3.3 | -- | 1.2 | -- | 0.38 | -- | 97 | 2 | -- |
| 2020-07-27 | Assumed | 544.7 | 5.32 | 6.49 | -- | 1.38 | 10.3 | 251.7 | -- | 10 | 0 | 3.1 | -- | 1.2 | -- | 0.43 | -- | 99 | 3 | -- |
| 2021-04-19 | Assumed | 728.6 | 5.78 | 6.15 | -- | 3.59 | 9.9 | 229.2 | -- | 0 | 24 | 2.8 | -- | 0.91 | -- | 0.56 | -- | 89 | 2 | -- |
| 2021-07-26 | Assumed | 563.6 | 5.83 | 6.2 | -- | 1.05 | 10.2 | 271.6 | -- | 14.9 | -- | 4.8 | -- | 1.4 | -- | 0.56 | -- | 113 | 4 | -- |
| 2021-10-25 | Assumed | 582.8 | 5.66 | 5.95 | -- | 1.27 | 10.4 | 264.9 | -- | 12.7 | -- | 3.9 | -- | 1.3 | -- | 0.58 | -- | 102 | 4.5 | -- |
| 2022-02-10 | Assumed | 685 | 5.64 | 6 | -- | 4.63 | 10 | 222 | -- | 0 | -- | 2.9 | -- | 1.1 | -- | 0.49 | -- | 93 | 3 | -- |
| 2023-01-24 | Assumed | 663.8 | 5.56 | 5.75 | -- | 2.42 | 9.4 | 244.9 | -- | 0 | -- | 1.8 | -- | 0.99 | -- | 0.45 | -- | 100 | 4.8 | -- |
| Minimum: | 0 | 464.4 | 4.92 | 5.75 | -- | 0.96 | 9.4 | 211.6 | -- | 0 | 0 | 1.8 | -- | 0.86 | -- | 0.26 | -- | 81 | 2 | -- |
| Maximum: | 0 | 869.3 | 6.00 | 6.61 | -- | 4.63 | 11.7 | 310.1 | -- | 17 | 50 | 7.9 | -- | 1.6 | -- | 1.1 | -- | 120 | 8 | -- |
| Average: | 0 | 679 | 5.56 | 6.16 | -- | 2.22 | 10.3 | 255 | -- | 8 | 24.3 | 3.52 | -- | 1.19 | -- | 0.63 | -- | 102.3 | 4.2 | -- |
| Range: | 0 | 404.9 | 1.08 | 0.86 | -- | 3.67 | 2.3 | 98.5 | -- | 17 | 50 | 6.1 | -- | 0.74 | -- | 0.84 | -- | 39 | 6 | -- |
| Median: | 0 | 674.4 | 5.59 | 6.18 | -- | 2.2 | 10.2 | 251.7 | -- | 10 | 24 | 3.05 | -- | 1.2 | -- | 0.56 | -- | 102 | 4 | -- |
| Loading (lb/day): | -- | 88.83 | 227.32 | 27.21 | -- | 9.29 | -- | 5.05 | -- |
Sample Point Description: Raw, untreated abandoned mine drainage from the Mary D Borehole sampled at the system intake
- 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 - MDBTRET |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2013-06-21 | -- | -- | 7.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-06-28 | -- | 707 | 7.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-07-03 | -- | 845 | 7.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-15 | -- | 845 | 7.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-08-29 | -- | 773 | 7.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-09-20 | -- | 622 | 7.25 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-17 | -- | 592 | 7.25 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2013-10-23 | -- | 554 | 7.50 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-20 | -- | 600 | 7.37 | 6.9 | -- | -- | 13.72 | 332 | -- | 53 | -29 | 0.37 | -- | 0.24 | -- | 0.2 | -- | 102 | <5 | -- |
| 2018-08-17 | -- | -- | -- | 7.54 | -- | -- | -- | -- | -- | 34 | -- | 0.38 | -- | 0.64 | -- | 0.08 | -- | 104 | -- | -- |
| 2018-10-04 | Measured | 820.7 | 6.95 | 7.4 | -- | 8.71 | 16.6 | 291.4 | -- | 22 | 10 | 0.33 | -- | 0.55 | -- | 0.26 | -- | 112 | 2 | -- |
| 2019-01-08 | Measured | 773.9 | 6.99 | 7.37 | -- | 11.65 | 6.6 | 238.2 | -- | 12 | 6 | 0.51 | -- | 0.59 | -- | 0.26 | -- | 96 | 1 | -- |
| 2019-04-22 | Measured | 869.3 | 6.94 | 7.59 | -- | 9 | 15.8 | 243.5 | -- | 0 | 0 | 0.36 | -- | 0.44 | -- | 0.12 | -- | 82 | 1.3 | -- |
| 2019-07-09 | Measured | 663.8 | 6.72 | 7.82 | -- | 5.69 | 22.2 | 333 | -- | 47 | 0 | 0.24 | -- | 0.34 | -- | 0.08 | -- | 108 | 0 | -- |
| 2019-10-07 | Measured | 464.4 | 6.18 | 7.77 | -- | 10.31 | 12.8 | 338.1 | -- | 41 | 40 | 0.54 | -- | 0.55 | -- | 0.03 | -- | 120 | 0 | -- |
| 2020-01-13 | Measured | 685 | 7.13 | 7.68 | -- | 11.08 | 8.3 | 268.6 | -- | 29 | 6 | 0.37 | -- | 0.38 | -- | 0.06 | -- | 95 | 0 | -- |
| 2020-07-27 | Measured | 544.7 | 7.48 | 8.14 | -- | 8.09 | 21.1 | 307.3 | -- | 43 | 0 | 0.14 | -- | 0.29 | -- | 0.05 | -- | 99 | 1 | -- |
| 2021-04-19 | Measured | 728.6 | 7.31 | 7 | -- | 9.98 | 13.1 | 205.4 | -- | 24 | 22 | 0.35 | -- | 0.34 | -- | 0.15 | -- | 86 | 0 | -- |
| 2021-07-26 | Measured | 563.6 | 7.62 | 7.05 | -- | 7.46 | 23.6 | 329.2 | -- | 47 | -- | 0.23 | -- | 0.27 | -- | 0.1 | -- | 115 | 0 | -- |
| 2021-10-25 | Measured | 582.8 | 7.25 | 6.63 | -- | 9.66 | 14.3 | 294.7 | -- | 34 | -- | 0.61 | -- | 0.39 | -- | 0.16 | -- | 102 | 0 | -- |
| 2022-02-10 | Measured | 685 | 7.4 | 6.31 | -- | 9.67 | 6.8 | 238.6 | -- | 16.3 | -- | 0.53 | -- | 0.46 | -- | 0.14 | -- | 92 | 0 | -- |
| 2023-01-24 | Measured | 663.8 | 7.24 | 6.23 | -- | 10.61 | 6.1 | 268.8 | -- | 24 | -- | 0.22 | -- | 0.25 | -- | 0.09 | -- | 101 | 0 | -- |
| Minimum: | 0 | 464.4 | 6.18 | 6.23 | -- | 5.69 | 6.1 | 205.4 | -- | 0 | -29 | 0.14 | -- | 0.24 | -- | 0.03 | -- | 82 | 0 | -- |
| Maximum: | 0 | 869.3 | 7.62 | 8.14 | -- | 11.65 | 23.6 | 338.1 | -- | 53 | 40 | 0.61 | -- | 0.64 | -- | 0.26 | -- | 120 | 2 | -- |
| Average: | 0 | 679 | 7.12 | 7.25 | -- | 9.33 | 13.9 | 284 | -- | 30 | 6.1 | 0.37 | -- | 0.41 | -- | 0.13 | -- | 101.0 | 0.4 | -- |
| Range: | 0 | 404.9 | 1.44 | 1.91 | -- | 5.96 | 17.5 | 132.7 | -- | 53 | 69 | 0.47 | -- | 0.4 | -- | 0.23 | -- | 38 | 2 | -- |
| Median: | 0 | 674.4 | 7.13 | 7.39 | -- | 9.67 | 13.72 | 291.4 | -- | 31.5 | 6 | 0.37 | -- | 0.39 | -- | 0.11 | -- | 101.5 | 0 | -- |
| Loading (lb/day): | -- | 243.96 | 68.45 | 2.95 | -- | 3.18 | -- | 1.1 | -- |
Sample Point Description: Final Effluent of Mary D Borehole treatment system; Sampled at limestone channel weir
- 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.