Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - CR1 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Anoxic Limestone Drain #1 Effluent
- 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 - CR2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1999-06-07 | -- | -- | 6.98 | 6.7 | -- | -- | -- | -- | -- | 104 | 0 | 18.8 | -- | 1.21 | -- | 0.2 | -- | 264 | 56 | 13.23 |
| 2000-01-05 | -- | -- | 6.52 | 6.4 | -- | -- | -- | -- | -- | 56 | 0 | 33.8 | -- | 0.956 | -- | 0.2 | -- | 342 | 44 | 31.11 |
| 2013-09-19 | -- | -- | 7.29 | 7.2 | -- | -- | -- | -- | -- | 87 | -25.8 | 7.983 | -- | 0.637 | -- | 0.5 | -- | 167.6 | 18 | 4.64 |
| 2015-06-18 | -- | -- | 7.5 | 7.6 | -- | -- | -- | 276 | -- | 50.8 | -4 | 3.945 | 1.244 | 0.429 | 0.41 | 0.2 | 0.2 | 94.3 | 12 | -- |
| 2015-09-03 | -- | 12 | 7.7 | 7.7 | -- | -- | -- | 515 | -- | 93 | -19 | 4.66 | 2.588 | 0.657 | 0.682 | 0.2 | 0.2 | 214.6 | 8 | -- |
| 2015-12-21 | -- | 30 | 7.5 | 7.1 | -- | -- | -- | 317 | -- | 44.4 | -38 | 4.294 | 3.492 | 0.389 | 0.378 | 0.2 | 0.2 | 109.8 | 8 | -- |
| 2016-07-26 | -- | 15 | 7.66 | 7.5 | -- | -- | -- | 446 | -- | 81.6 | -57.4 | 3.898 | 1.877 | 0.694 | 0.654 | 0.2 | 0.2 | 153.3 | 8 | -- |
| 2016-12-22 | -- | 60 | 7.38 | 6.9 | -- | -- | -- | 177.5 | -- | 29.2 | -12 | 2.982 | 2.605 | 0.227 | 0.225 | 0.2 | 0.2 | 56 | 10 | -- |
| 2017-03-30 | -- | 75 | 7.22 | 7.2 | -- | -- | -- | 178.2 | -- | 31.4 | -18.4 | 2.69 | 1.985 | 0.243 | 0.23 | 0.2 | 0.2 | 55.3 | 6 | -- |
| 2017-06-01 | -- | -- | 7.37 | 7.3 | -- | -- | -- | 293 | -- | 55.4 | -44.6 | 3.944 | 3.242 | 0.502 | 0.515 | 0.2 | 0.2 | 99.8 | 8 | -- |
| 2017-08-10 | -- | -- | 6.32 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-09-19 | -- | -- | 7.62 | 7.4 | -- | -- | -- | 402 | -- | 84 | -47.2 | 4.21 | 2.573 | 0.568 | 0.564 | 0.2 | 0.2 | 131.5 | 14 | -- |
| 2017-12-07 | -- | -- | -- | 7.2 | -- | -- | -- | 290 | -- | 50.2 | -36.8 | 3.647 | 3.037 | 0.412 | 0.415 | 0.2 | 0.2 | 96.4 | 10 | -- |
| 2018-02-27 | -- | -- | 7.2 | 7.4 | -- | -- | -- | 174.2 | -- | 27.4 | -9 | 2.295 | 1.602 | 0.29 | 0.271 | 0.2 | 0.2 | 59.3 | 5 | -- |
| 2018-06-27 | -- | -- | 7.69 | 7.4 | -- | -- | -- | 189.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 12 | 6.32 | 6.4 | -- | -- | -- | 174.2 | -- | 27.4 | -57.4 | 2.295 | 1.244 | 0.227 | 0.225 | 0.2 | 0.2 | 55.3 | 5 | 4.64 |
| Maximum: | -- | 75 | 7.7 | 7.7 | -- | -- | -- | 515 | -- | 104 | 0 | 33.8 | 3.492 | 1.21 | 0.682 | 0.5 | 0.2 | 342 | 56 | 31.11 |
| Average: | -- | 38 | 7.28 | 7.21 | -- | -- | -- | 296 | -- | 61 | -24.0 | 7.47 | 2.42 | 0.55 | 0.43 | 0.22 | 0.20 | 141.8 | 15.9 | 16.33 |
| Range: | -- | 63 | 1.38 | 1.3 | -- | -- | -- | 340.8 | -- | 76.6 | 57.4 | 31.505 | 2.248 | 0.983 | 0.457 | 0.3 | 0 | 286.7 | 51 | 26.47 |
| Median: | -- | 30 | 7.38 | 7.25 | -- | -- | -- | 290 | -- | 55.4 | -19 | 3.95 | 2.58 | 0.5 | 0.41 | 0.2 | 0.2 | 109.8 | 10 | 13.23 |
| Loading (lb/day): | -- | 18.7 | -10.41 | 1.5 | 1.13 | 0.15 | 0.14 | 0.09 | 0.09 |
Sample Point Description: ALD Effluent Into Wetlands
- 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 - CR3 |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Wetlands Effluent
- 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 - CR9 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1999-06-07 | -- | -- | 6.2 | 6.2 | -- | -- | -- | -- | -- | 62 | 0 | 6.62 | -- | 0.782 | -- | 0.35 | -- | 256 | 22 | 6.71 |
| 1999-10-27 | -- | -- | 7.1 | 7.1 | -- | -- | -- | -- | -- | 226 | 0 | 0.512 | -- | 0.021 | -- | 0.223 | -- | 508 | 2 | 0.06 |
| 2000-01-05 | -- | -- | 6.95 | 6.8 | -- | -- | -- | -- | -- | 112 | 0 | 0.034 | -- | 0.028 | -- | 0.2 | -- | 263 | 2 | 0.02 |
| 2000-03-29 | -- | -- | 6.27 | 5.9 | -- | -- | -- | -- | -- | 32 | 10.6 | 14.4 | -- | 1.26 | -- | 0.571 | -- | 257 | 2 | 15.33 |
| 2000-06-15 | -- | -- | 6.36 | 6.1 | -- | -- | -- | 546 | -- | 54 | 0 | 7.86 | -- | 1.18 | -- | 0.2 | -- | 299 | 30 | 7.26 |
| 2000-12-07 | -- | -- | -- | 6.9 | -- | -- | -- | 886 | -- | 120 | 0 | 0.077 | -- | 0.067 | -- | 0.2 | -- | 465 | -- | 0.061 |
| 2001-03-21 | -- | -- | 6.49 | 6.2 | -- | -- | -- | -- | -- | 42 | 0 | 15.3 | -- | 1.32 | -- | 0.659 | -- | 157 | 28 | 9.17 |
| 2001-10-10 | -- | .8 | 7 | 6.9 | -- | -- | -- | 1050 | -- | 202 | 0 | 0.02 | -- | 0.02 | -- | 0.2 | -- | 599.4 | 2 | 0.02 |
| 2002-04-11 | -- | 6.5 | 6.2 | 6.1 | -- | -- | -- | -- | -- | 60 | 19.8 | 22.5 | -- | 1.85 | -- | 0.218 | -- | 287 | 14 | 17.62 |
| 2002-09-12 | -- | 1.5 | -- | 7.1 | -- | -- | -- | -- | -- | 162 | 0 | 0.094 | -- | 0.01 | -- | 0.2 | -- | 351.3 | 6 | 0.02 |
| 2003-08-28 | -- | 1.5 | 5.9 | 7 | -- | -- | -- | -- | -- | 147.6 | 0 | 0.423 | -- | 0.155 | -- | 0.2 | -- | 272.2 | 2 | 0.03 |
| 2004-10-29 | -- | 2 | -- | 7 | -- | -- | -- | -- | -- | 163.2 | -102.2 | 0.553 | -- | 0.207 | -- | 0.5 | -- | 350.7 | 4 | 0.32 |
| 2008-05-19 | -- | 6 | 6.4 | 7.4 | -- | -- | -- | 255 | -- | 52.8 | -43.4 | 0.333 | -- | 0.044 | -- | 0.2 | -- | 87.4 | 5 | 0.06 |
| 2009-08-11 | -- | .5 | -- | 7.7 | -- | -- | -- | 689 | -- | 172.6 | -163.8 | 14.4 | -- | 0.241 | -- | 3.299 | -- | 216 | 102 | 1.03 |
| Minimum: | -- | .5 | 5.9 | 5.9 | -- | -- | -- | 255 | -- | 32 | -163.8 | 0.02 | -- | 0.01 | -- | 0.2 | -- | 87.4 | 2 | 0.02 |
| Maximum: | -- | 6.5 | 7.1 | 7.7 | -- | -- | -- | 1050 | -- | 226 | 19.8 | 22.5 | -- | 1.85 | -- | 3.299 | -- | 599.4 | 102 | 17.62 |
| Average: | -- | 3 | 6.49 | 6.74 | -- | -- | -- | 685 | -- | 115 | -19.9 | 5.94 | -- | 0.51 | -- | 0.52 | -- | 312.1 | 17.0 | 4.12 |
| Range: | -- | 6 | 1.2 | 1.8 | -- | -- | -- | 795 | -- | 194 | 183.6 | 22.48 | -- | 1.84 | -- | 3.099 | -- | 512 | 100 | 17.6 |
| Median: | -- | 1.5 | 6.38 | 6.9 | -- | -- | -- | 689 | -- | 116 | 0 | 0.53 | -- | 0.18 | -- | 0.21 | -- | 279.6 | 5 | 0.19 |
| Loading (lb/day): | -- | 3 | -1.35 | 0.27 | -- | 0.02 | -- | 0.01 | -- |
Sample Point Description: ALD #2 Effluent
- 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.