Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - GAL |
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 |
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 |
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 |
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 |
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.