Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - GAL |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1998-10-22 | -- | -- | -- | 4.9 | -- | -- | -- | -- | -- | 4 | 146 | 90.3 | -- | 1.88 | -- | 2.25 | -- | 654.2 | 4 | 86.86 |
| 1998-11-23 | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | 6 | 144 | 86.4 | -- | 1.72 | -- | 2.09 | -- | 446 | 2 | 80.8 |
| 1998-12-22 | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | 6.6 | 152 | 85.9 | -- | 1.7 | -- | 2.05 | -- | 573 | 38 | 85.85 |
| 1999-01-19 | -- | 100.7 | -- | 5.1 | -- | -- | -- | -- | -- | 6 | 140 | 80.1 | -- | 1.5 | -- | 1.98 | -- | 389 | 2 | 77.77 |
| 1999-02-25 | -- | -- | -- | 4.9 | -- | -- | -- | -- | -- | 5.6 | 142 | 71.8 | -- | 1.64 | -- | 3.12 | -- | 464 | 2 | 5.1 |
| 1999-03-03 | -- | -- | -- | 4.9 | -- | -- | -- | -- | -- | 3.6 | 154 | 77.5 | -- | 1.71 | -- | 3.41 | -- | 384 | 2 | 32.13 |
| 1999-03-24 | -- | -- | -- | 4.7 | -- | -- | -- | -- | -- | 2.6 | 164 | 79.2 | -- | 1.84 | -- | 4.43 | -- | 474 | 18 | 78.78 |
| 1999-05-03 | -- | -- | -- | 4 | -- | -- | -- | -- | -- | 0 | 180 | 79.4 | -- | 1.95 | -- | 7.79 | -- | 446 | 2 | 76.76 |
| 1999-06-02 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 170 | 87.5 | -- | 1.75 | -- | 5.87 | -- | 394 | 2 | 78.78 |
| 1999-07-09 | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 160 | 82.1 | -- | 1.73 | -- | 4.83 | -- | 206 | 4 | 82.82 |
| 1999-08-12 | -- | -- | -- | 4.7 | -- | -- | -- | -- | -- | 2.6 | 150 | 82.4 | -- | 1.66 | -- | 3.87 | -- | 538 | 32 | 73.73 |
| 1999-09-08 | -- | -- | -- | 4.8 | -- | -- | -- | -- | -- | 3.8 | 156 | 81.3 | -- | 1.64 | -- | 3.45 | -- | 455.7 | 32 | 77.77 |
| 1999-10-08 | -- | -- | -- | 4.9 | -- | -- | -- | -- | -- | 4.6 | 142 | 91.6 | -- | 1.61 | -- | 3.98 | -- | 364 | 24 | 78.78 |
| 1999-11-22 | -- | -- | -- | 4.8 | -- | -- | -- | -- | -- | 3.4 | 158 | 85.8 | -- | 1.58 | -- | 3.1 | -- | 1010 | 2 | 75.75 |
| 2000-01-11 | -- | -- | -- | 4.6 | -- | -- | -- | -- | -- | 1.4 | 176 | 85.3 | -- | 1.63 | -- | 4 | -- | 436 | 14 | 77.77 |
| 2000-04-06 | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 164 | 84.4 | -- | 1.65 | -- | 5.99 | -- | 445 | 8 | 76.76 |
| 2000-05-08 | -- | -- | -- | 4 | -- | -- | -- | -- | -- | 0 | 178 | 83.6 | -- | 1.94 | -- | 7.76 | -- | 503 | 2 | 75.75 |
| 2000-06-12 | -- | -- | -- | 4.3 | -- | -- | -- | -- | -- | 0 | 172 | 83.7 | -- | 1.79 | -- | 6.14 | -- | 367 | 4 | 69.69 |
| 2000-07-17 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 166 | 74.9 | -- | 1.7 | -- | 5.99 | -- | 436 | 4 | 69.69 |
| 2001-03-29 | -- | -- | -- | 4 | -- | -- | -- | -- | -- | 0 | 160 | 81.7 | -- | 1.68 | -- | 6.48 | -- | 386 | 34 | 64.5 |
| 2001-11-18 | -- | -- | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 72.2 | 14.7 | -- | 6.24 | -- | 0.462 | -- | 367 | 6 | 12.17 |
| 2001-12-16 | -- | -- | -- | 3.9 | -- | -- | -- | -- | -- | 0 | 96.6 | 16.9 | -- | 5.64 | -- | 0.571 | -- | 342 | 2 | 16.03 |
| 2002-04-24 | -- | -- | -- | 3.5 | -- | -- | -- | -- | -- | 0 | 76.8 | 17.9 | -- | 5.26 | -- | 0.382 | -- | 353 | 142 | 3.04 |
| 2003-03-27 | -- | -- | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 144.6 | 42.3 | -- | 4.84 | -- | 1.4 | -- | 405.7 | 12 | 34.97 |
| 2004-10-26 | -- | -- | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 148.8 | 16.8 | -- | 2.79 | -- | 6.58 | -- | 566.7 | 3 | 2.5 |
| 2005-09-13 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 266.2 | 125 | -- | 2.02 | -- | 6.63 | -- | 779.3 | 2 | 122.17 |
| Minimum: | -- | 100.7 | -- | 3.1 | -- | -- | -- | -- | -- | 0 | 72.2 | 14.7 | -- | 1.5 | -- | 0.382 | -- | 206 | 2 | 2.5 |
| Maximum: | -- | 100.7 | -- | 5.1 | -- | -- | -- | -- | -- | 6.6 | 266.2 | 125 | -- | 6.24 | -- | 7.79 | -- | 1010 | 142 | 122.17 |
| Average: | -- | 101 | -- | 4.38 | -- | -- | -- | -- | -- | 2 | 153.1 | 72.63 | -- | 2.35 | -- | 4.02 | -- | 468.6 | 15.4 | 62.18 |
| Range: | -- | 0 | -- | 2 | -- | -- | -- | -- | -- | 6.6 | 194 | 110.3 | -- | 4.74 | -- | 7.408 | -- | 804 | 140 | 119.67 |
| Median: | -- | 100.7 | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 155 | 81.9 | -- | 1.73 | -- | 3.93 | -- | 440.5 | 4 | 76.26 |
| Loading (lb/day): | -- | 7.26 | 169.46 | 96.95 | -- | 1.82 | -- | 2.4 | -- |
Sample Point Description: Gallatine Discharge into Indian Creek
- 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 - GAL UP |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-12 | -- | -- | -- | 6.3 | -- | -- | -- | -- | -- | 52.6 | -19.6 | 53.4 | -- | 1.98 | -- | 0.685 | -- | 426.8 | 40 | 52.36 |
| 2009-06-16 | -- | -- | -- | 6.2 | -- | -- | -- | -- | -- | 42.6 | 42.4 | 66.5 | -- | 1.64 | -- | 1.93 | -- | 350.3 | 36 | 64.06 |
| 2009-09-10 | -- | -- | -- | 6.3 | -- | -- | -- | -- | -- | 52.2 | 25.8 | 69.5 | -- | 1.78 | -- | 1.27 | -- | 428.4 | 44 | 62.86 |
| 2010-05-06 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 34.6 | 40.8 | 77.4 | -- | 1.728 | -- | 1.666 | -- | 438.8 | 24 | 66.38 |
| 2010-07-27 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 37.4 | 37 | 68.893 | -- | 1.56 | -- | 1.22 | -- | 456.5 | 34 | 66.87 |
| 2011-02-14 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 101.4 | -5.4 | 64.6 | -- | 1.704 | -- | 0.791 | -- | 408.7 | 62 | 62.22 |
| 2011-05-10 | -- | -- | 6.39 | 6.5 | -- | -- | -- | -- | -- | 69 | 46.8 | 72.59 | -- | 1.691 | -- | 2.452 | -- | 425.2 | 44 | 55.49 |
| 2011-08-02 | -- | -- | 7 | 6.7 | -- | -- | -- | -- | -- | 109.8 | -92.4 | 41.2 | -- | 1.547 | -- | 0.2 | -- | 410.3 | 56 | 26.05 |
| 2011-11-01 | -- | -- | 6.58 | 6.2 | -- | -- | -- | -- | -- | 37.2 | -19.4 | 53.3 | -- | 1.445 | -- | 0.712 | -- | 383 | 34 | 48.41 |
| 2012-02-06 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 70.6 | -- | 50.4 | -- | 1.429 | -- | 1.999 | -- | -- | -- | -- |
| 2012-08-20 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 42 | 9.2 | 52.2 | -- | 1.37 | -- | -- | 0.68 | 380.8 | 36 | 50.39 |
| 2013-02-11 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 74.8 | 8.4 | 44 | -- | 1.45 | -- | -- | 1.616 | 371.9 | 16 | 46.96 |
| 2014-07-30 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 74 | 6.4 | 41.955 | -- | 1.171 | -- | 1.12 | -- | 393.4 | 36 | 44.95 |
| 2014-10-08 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 99.2 | -34.8 | 42.402 | -- | 1.404 | -- | 0.803 | -- | 369.9 | 70 | 40.08 |
| 2015-04-01 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 78.2 | 1 | 37.717 | -- | 1.37 | -- | 0.967 | -- | 498.3 | 24 | 40.381 |
| 2015-07-22 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 51.4 | 44.2 | 35.606 | -- | 1.207 | -- | 2.122 | -- | 353.2 | 26 | 38.229 |
| 2015-10-20 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 115.8 | -18.4 | 27.848 | -- | 1.671 | -- | <0.5 | -- | 440.3 | 44 | 27.183 |
| 2016-03-01 | -- | -- | -- | 6.8 | -- | -- | -- | -- | -- | 68.2 | -14.4 | 33.641 | -- | 1.42 | -- | 0.708 | -- | 432.2 | 22 | 29.832 |
| 2016-07-25 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 70.8 | -31 | -- | -- | -- | 1.006+ | <0.5 | -- | 485.5 | 32 | 30.124 |
| 2017-03-30 | -- | -- | -- | 6.8 | -- | -- | -- | -- | -- | 78.6 | -32.2 | 32.413 | -- | 1.53 | -- | 0.5 | -- | 792 | 28 | 28.544 |
| 2017-10-03 | -- | -- | -- | 7.9 | -- | -- | -- | -- | -- | 139.4 | -121.8 | 4.328 | -- | 0.351 | -- | 0.5 | -- | 408.5 | 48 | 0.297 |
| 2017-12-11 | -- | -- | -- | 6.8 | -- | -- | -- | -- | -- | 79.4 | -37 | 24.343 | -- | 1.337 | -- | 1.52 | -- | 409.8 | 38 | 25.769 |
| 2018-04-11 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-22 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | -- | 6.39 | 6.1 | -- | -- | -- | -- | -- | 34.6 | -121.8 | 4.328 | -- | 0.351 | 0 | 0.2 | 0.68 | 350.3 | 16 | 0.297 |
| Maximum: | -- | -- | 7 | 7.9 | -- | -- | -- | -- | -- | 139.4 | 46.8 | 77.4 | -- | 1.98 | 0 | 2.452 | 1.616 | 792 | 70 | 66.87 |
| Average: | -- | -- | 6.66 | 6.59 | -- | -- | -- | -- | -- | 72 | -7.8 | 47.34 | -- | 1.47 | 1.01 | 1.18 | 1.15 | 431.6 | 37.8 | 43.21 |
| Range: | -- | -- | 0.61 | 1.8 | -- | -- | -- | -- | -- | 104.8 | 168.6 | 73.072 | -- | 1.629 | 0 | 2.252 | 0.936 | 441.7 | 54 | 66.573 |
| Median: | -- | -- | 6.58 | 6.6 | -- | -- | -- | -- | -- | 70.7 | -5.4 | 44 | -- | 1.45 | 1.01 | 1.04 | 1.15 | 410.3 | 36 | 44.95 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Gallentine effluent pond 1
- 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 - GAL SED |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 25.4 | -- | 1.848 | -- | 0.2 | -- | -- | -- | 20.34 |
| 2009-06-16 | -- | -- | -- | 6.2 | -- | -- | -- | -- | -- | 17 | 23.6 | 41.6 | -- | 1.65 | -- | 0.2 | -- | 347.9 | 34 | 33.09 |
| 2009-09-10 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 29.8 | 17.2 | 28.2 | -- | 2.02 | -- | 0.2 | -- | 69.2 | 14 | 22.74 |
| 2010-05-06 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 16.2 | 40.6 | 49 | -- | 1.749 | -- | 0.231 | -- | 428.5 | 12 | 34.34 |
| 2010-07-27 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 13 | 33.6 | 33.782 | -- | 1.59 | -- | 0.2 | -- | 441.9 | 6 | 27.03 |
| 2011-02-14 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 83.4 | -4.8 | 44.8 | -- | 1.469 | -- | 0.2 | -- | 397.1 | 22 | 40.52 |
| 2011-05-10 | -- | -- | 6.42 | 6.5 | -- | -- | -- | -- | -- | 30.8 | 44 | 47.3 | -- | 1.682 | -- | 0.2 | -- | 463.8 | 24 | 24.78 |
| 2011-08-02 | -- | -- | 6.94 | 6.7 | -- | -- | -- | -- | -- | 14.4 | -5.6 | 1.871 | -- | 1.357 | -- | 0.2 | -- | 371.1 | 5 | 0.41 |
| 2011-11-01 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 31.4 | -18.8 | 20.5 | -- | 1.431 | -- | 0.2 | -- | 378.4 | 14 | 15.42 |
| 2012-02-06 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 36.6 | -- | 33 | -- | 1.403 | -- | 0.212 | -- | -- | -- | -- |
| 2012-08-20 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 13 | -3.2 | 18.2 | -- | 1.269 | -- | -- | <0.2 | 391.8 | 18 | 8.24 |
| 2013-02-11 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 54.8 | 14 | 37.7 | -- | 1.352 | -- | -- | 0.782 | 352 | 16 | 40.42 |
| 2014-07-30 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 34 | 8.8 | 19.998 | -- | 1.146 | -- | 0.5 | -- | 399.5 | 18 | 18.42 |
| 2014-10-08 | -- | -- | -- | 6.6 | -- | -- | -- | -- | -- | 33.6 | -2.6 | 13.701 | -- | 1.282 | -- | 0.5 | -- | 278.6 | 22 | 9.74 |
| 2015-04-01 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 31 | 38.8 | 30.524 | -- | 1.394 | -- | <0.5 | -- | 491.4 | 18 | 30.389 |
| 2015-07-22 | -- | -- | -- | 6.3 | -- | -- | -- | -- | -- | 23.8 | 106.4 | 44.351 | -- | 1.521 | -- | <0.5 | -- | 365.2 | 8 | 36.869 |
| 2015-10-20 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 47.4 | 2.4 | 9.899 | -- | 1.402 | -- | <0.5 | -- | 454.8 | 18 | 6.256 |
| 2016-03-01 | -- | -- | -- | 6.7 | -- | -- | -- | -- | -- | 42.8 | 21 | 27.624 | -- | 1.388 | -- | 0.5 | -- | 417.9 | 8 | 23.614 |
| 2016-07-25 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 40 | 30.4 | -- | -- | -- | 1.217 | <0.5 | -- | 410.3 | 10 | 24.01 |
| 2017-03-30 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 41.2 | 48.2 | 42.112 | -- | 1.459 | -- | 0.705 | -- | 710.7 | 8 | 37.35 |
| 2017-10-03 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 32.6 | 33.6 | 28.232 | -- | 1.208 | -- | 0.5 | -- | 400.4 | 12 | 26.761 |
| 2017-12-11 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 65.4 | -30.2 | 15.456 | -- | 1.429 | -- | 0.5 | -- | 458.9 | 12 | 15.076 |
| 2018-04-11 | -- | -- | -- | 6.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-22 | -- | -- | -- | 6.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | -- | 6.42 | 6.1 | -- | -- | -- | -- | -- | 13 | -30.2 | 1.871 | -- | 1.146 | 1.217 | 0.2 | 0.782 | 69.2 | 5 | 0.41 |
| Maximum: | -- | -- | 6.94 | 6.9 | -- | -- | -- | -- | -- | 83.4 | 106.4 | 49 | -- | 2.02 | 1.217 | 0.705 | 0.782 | 710.7 | 34 | 40.52 |
| Average: | -- | -- | 6.68 | 6.47 | -- | -- | -- | -- | -- | 35 | 19.9 | 29.20 | -- | 1.48 | 1.22 | 0.33 | 0.78 | 401.5 | 15.0 | 23.61 |
| Range: | -- | -- | 0.52 | 0.8 | -- | -- | -- | -- | -- | 70.4 | 136.6 | 47.129 | -- | 0.874 | 0 | 0.505 | 0 | 641.5 | 29 | 40.11 |
| Median: | -- | -- | 6.68 | 6.5 | -- | -- | -- | -- | -- | 32.6 | 19.1 | 28.23 | -- | 1.43 | 1.22 | 0.21 | 0.78 | 399.95 | 14 | 24.01 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Gallentine effluent sediment 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 - GAL DOWN |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-12 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 40.8 | -30.8 | 13.5 | -- | 1.762 | -- | 0.2 | -- | 417.8 | 18 | 7.49 |
| 2009-06-16 | -- | -- | -- | 6.3 | -- | -- | -- | -- | -- | 6.4 | 24 | 13.5 | -- | 1.75 | -- | 0.2 | -- | 347.9 | 18 | 9.28 |
| 2009-09-10 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 78 | -65.8 | 0.284 | -- | 1.54 | -- | 0.2 | -- | 447 | 5 | 0.18 |
| 2010-05-06 | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | 71.2 | -59.4 | 0.51 | -- | 1.594 | -- | 0.2 | -- | 387.2 | 5 | 0.15 |
| 2010-07-27 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 94.6 | -81 | 1.05 | -- | 1.34 | -- | 0.2 | -- | 421.4 | 8 | 0.15 |
| 2011-02-14 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 134 | -126.8 | 2.765 | -- | 2.017 | -- | 0.2 | -- | 381.8 | 12 | 1.83 |
| 2011-05-10 | -- | -- | 6.7 | 7.1 | -- | -- | -- | -- | -- | 84 | -73.2 | 6.842 | -- | 1.867 | -- | 0.2 | -- | 453.3 | 18 | 6.19 |
| 2011-08-02 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 142.2 | -114.6 | 10 | -- | 1.834 | -- | 0.2 | -- | 386.7 | 130 | 3.44 |
| 2011-11-01 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 51.2 | -41.4 | 14.7 | -- | 0.763 | -- | 0.2 | -- | 379.7 | 12 | 12.54 |
| 2012-02-06 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 71.4 | -- | 4.944 | -- | 1.425 | -- | 0.2 | -- | -- | -- | -- |
| 2012-08-20 | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | 71 | -64.2 | 12.6 | -- | 1.556 | -- | -- | <0.2 | 375.2 | 22 | 11.02 |
| 2013-02-11 | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | 86.2 | -77.6 | 6.008 | -- | 2.267 | -- | -- | <0.2 | 435.9 | 10 | 5.94 |
| 2014-07-30 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 79.4 | -64.4 | 5.092 | -- | 1.286 | -- | 0.745 | -- | 420.4 | 12 | 4.56 |
| 2014-10-08 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 77.4 | -58 | 7.546 | -- | 1.326 | -- | 0.5 | -- | 405.4 | 50 | 7.31 |
| 2015-04-01 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 74.8 | -54.4 | 1.15 | -- | 1.703 | -- | <0.5 | -- | 500.7 | 8 | 1.041 |
| 2015-07-22 | -- | -- | -- | 7.4 | -- | -- | -- | -- | -- | 83.4 | -22.2 | 7.316 | -- | 1.674 | -- | <0.5 | -- | 405.8 | 40 | 4.626 |
| 2015-10-20 | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | 73.6 | -41.2 | 6.795 | -- | 1.319 | -- | <0.5 | -- | 478.2 | 12 | 6.164 |
| 2016-03-01 | -- | -- | -- | 7.4 | -- | -- | -- | -- | -- | 89 | -72 | 1.313 | -- | 1.246 | -- | 0.5 | -- | 425.6 | 5 | 1.1 |
| 2016-07-25 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 95.4 | -57 | -- | -- | -- | 1.409 | <0.5 | -- | 461.6 | 16 | 1.061 |
| 2017-03-30 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 87.4 | -65.4 | 3.361 | -- | 1.617 | -- | 0.5 | -- | 742.2 | 5 | 2.916 |
| 2017-10-03 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | 85.6 | -62.8 | 11.522 | -- | 1.302 | -- | 0.5 | -- | 413.7 | 14 | 11.991 |
| 2017-12-11 | -- | -- | -- | 7.4 | -- | -- | -- | -- | -- | 110.2 | -89.8 | 9.128 | -- | 0.96 | -- | 0.5 | -- | 435.6 | 20 | 1.069 |
| 2018-04-11 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-22 | -- | -- | -- | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | -- | 6.7 | 6.3 | -- | -- | -- | -- | -- | 6.4 | -126.8 | 0.284 | -- | 0.763 | 1.409 | 0.2 | -- | 347.9 | 5 | 0.15 |
| Maximum: | -- | -- | 6.7 | 7.4 | -- | -- | -- | -- | -- | 142.2 | 24 | 14.7 | -- | 2.267 | 1.409 | 0.745 | -- | 742.2 | 130 | 12.54 |
| Average: | -- | -- | 6.70 | 7.11 | -- | -- | -- | -- | -- | 81 | -61.8 | 6.66 | -- | 1.53 | 1.41 | 0.33 | -- | 434.4 | 21.0 | 4.76 |
| Range: | -- | -- | 0 | 1.1 | -- | -- | -- | -- | -- | 135.8 | 150.8 | 14.416 | -- | 1.504 | 0 | 0.545 | -- | 394.3 | 125 | 12.39 |
| Median: | -- | -- | 6.7 | 7.1 | -- | -- | -- | -- | -- | 81.4 | -64.2 | 6.8 | -- | 1.56 | 1.41 | 0.2 | -- | 420.4 | 12 | 4.56 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Gallentine effluent vertical down-flow 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 - GAL OUT |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description:
Gallentine 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.