Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - KKBR3C |
Sample Point Description: End of limestone channel following lime doser prior to settling 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 - KKBR31E |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2013-01-14 | -- | -- | 5.21 | 5.3 | -- | -- | -- | 846 | -- | 2.6 | 1.2 | 0.21 | -- | 2.022 | -- | 4.755 | -- | 413.6 | 12 | -- |
2013-03-11 | -- | -- | 5.62 | 5.2 | -- | -- | -- | 896 | -- | 1 | 11.6 | 0.3 | -- | 1.674 | -- | 4.822 | -- | 404.6 | 18 | 0.05 |
2013-04-18 | -- | 884 | 5.65 | 6.2 | -- | -- | -- | 812 | -- | 7 | 3.8 | 0.3 | -- | 1.432 | -- | 3.833 | -- | 391.7 | 12 | 0.04 |
2013-09-23 | -- | -- | 4.59 | 4.7 | -- | -- | -- | 633 | -- | 0 | 35.4 | 0.3 | -- | 1.082 | -- | 4.657 | -- | 291.3 | 10 | 0.1 |
2014-04-21 | -- | -- | 4.71 | 4.7 | -- | -- | -- | 781 | -- | 0 | 58.2 | -- | -- | -- | -- | -- | -- | 473.3 | 6 | 0.18 |
2014-07-20 | -- | -- | 4.27 | 4.4 | -- | -- | -- | -- | -- | 0 | 61.8 | 1.669 | -- | 2.363 | -- | 9.653 | -- | 515.3 | 14 | 0.18 |
2014-09-23 | -- | -- | 3.69 | 3.7 | -- | -- | -- | -- | -- | 0 | 107 | 2.029 | -- | 2.463 | -- | 12 | -- | 506.5 | 5 | 0.33 |
2014-10-19 | -- | -- | 3.7 | 3.8 | -- | -- | -- | -- | -- | 0 | 98.8 | 2.203 | -- | 2.558 | -- | 10.249 | -- | 512 | 6 | 0.18 |
2014-12-04 | -- | -- | 4.83 | 4.6 | -- | -- | -- | -- | -- | 0 | 77.8 | 0.717 | -- | 2.858 | -- | 11.204 | -- | 597.8 | 5 | 0.08 |
2015-01-20 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 82.2 | 2.849 | -- | 2.597 | -- | 11.528 | -- | 512.1 | 5 | 0.11 |
2015-04-26 | -- | -- | 4.66 | 4.6 | -- | -- | -- | -- | -- | 0 | 64.8 | 1.542 | -- | 2.356 | -- | 10.992 | -- | 841 | 22 | 0.297 |
2015-07-19 | -- | -- | 4.06 | 3.9 | -- | -- | -- | -- | -- | 0 | 110.2 | 1.764 | -- | 2.851 | -- | 14.506 | -- | 496.1 | 5 | 0.533 |
2015-10-25 | -- | -- | 4.99 | 4.9 | -- | -- | -- | -- | -- | 10.2 | -- | 0.493 | -- | 4.117 | -- | 5.436 | -- | -- | -- | -- |
2016-04-19 | -- | -- | 3.3 | 3.4 | -- | -- | -- | -- | -- | 0 | 112.4 | 2.966 | -- | 2.68 | -- | 14.63 | -- | 506 | 5 | 1.312 |
2016-10-23 | -- | -- | 3.92 | 3.9 | -- | -- | -- | -- | -- | 0.2 | 40.4 | 1.545 | -- | 0.524 | -- | 2.693 | -- | 87.5 | 12 | 0.138 |
Minimum: | -- | 884 | 3.3 | 3.4 | -- | -- | -- | 633 | -- | 0 | 1.2 | 0.21 | -- | 0.524 | -- | 2.693 | -- | 87.5 | 5 | 0.04 |
Maximum: | -- | 884 | 5.65 | 6.2 | -- | -- | -- | 896 | -- | 10.2 | 112.4 | 2.966 | -- | 4.117 | -- | 14.63 | -- | 841 | 22 | 1.312 |
Average: | -- | 884 | 4.51 | 4.50 | -- | -- | -- | 794 | -- | 1 | 61.8 | 1.35 | -- | 2.26 | -- | 8.64 | -- | 467.8 | 9.8 | 0.27 |
Range: | -- | 0 | 2.35 | 2.8 | -- | -- | -- | 263 | -- | 10.2 | 111.2 | 2.756 | -- | 3.593 | -- | 11.937 | -- | 753.5 | 17 | 1.272 |
Median: | -- | 884 | 4.63 | 4.6 | -- | -- | -- | 812 | -- | 0 | 63.3 | 1.54 | -- | 2.41 | -- | 9.95 | -- | 501.05 | 8 | 0.18 |
Loading (lb/day): | -- | 74.38 | 40.38 | 3.19 | -- | 15.22 | -- | 40.73 | -- |
Sample Point Description: Effluent of 1st Pond at Big Run #3; Typically sampled at overflow pipe (See Schematic)
- 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 - KKBR3WE |
Sample Point Description: Effluent of the wetland and final effluent of the Big Run #3 treatment 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.