Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - KKBR3C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2013-01-14 | -- | -- | 5.08 | 5.2 | -- | -- | -- | 854 | -- | 1.4 | 5.2 | 0.335 | -- | 2.082 | -- | 6.456 | -- | 420.3 | 30 | -- |
| 2013-04-18 | -- | -- | 5.56 | 6.9 | -- | -- | -- | 809 | -- | 8.8 | -16 | 0.3 | -- | 1.368 | -- | 5.39 | -- | 425.7 | 12 | 0.03 |
| 2013-09-23 | -- | -- | 4.26 | 4.2 | -- | -- | -- | 726 | -- | 0 | 58 | 0.3 | -- | 1.141 | -- | 7.377 | -- | 273.1 | 5 | 0.06 |
| 2014-04-21 | -- | -- | 4.27 | 4.7 | -- | -- | -- | 8.19 | -- | 0.4 | 65.2 | -- | -- | -- | -- | -- | -- | 447 | 10 | 0.26 |
| 2014-07-20 | -- | -- | 4.04 | 4.3 | -- | -- | -- | -- | -- | 0 | 68.2 | 2.211 | -- | 2.422 | -- | 10.174 | -- | 535 | 10 | 0.34 |
| 2014-10-19 | -- | -- | 3.64 | 3.7 | -- | -- | -- | -- | -- | 0 | 100.2 | 2.81 | -- | 2.662 | -- | 10.543 | -- | 487.5 | 5 | 0.18 |
| 2015-04-26 | -- | -- | 5.06 | 4.9 | -- | -- | -- | -- | -- | 0.4 | 27.8 | 2.179 | -- | 2.375 | -- | 11.703 | -- | 651 | 48 | 0.134 |
| 2015-07-19 | -- | -- | 3.64 | 3.8 | -- | -- | -- | -- | -- | 0 | 118.4 | 1.88 | -- | 2.887 | -- | 14.824 | -- | 506 | 5 | 0.244 |
| 2015-10-25 | -- | -- | 5.06 | 5.1 | -- | -- | -- | -- | -- | 15 | 54.8 | 9.857 | -- | 4.618 | -- | 28.212 | -- | 757.7 | 156 | 0.47 |
| 2016-04-19 | -- | -- | 3.23 | 3.4 | -- | -- | -- | -- | -- | 0 | 114.8 | 2.938 | -- | 2.663 | -- | 14.386 | -- | 499.2 | 6 | 0.607 |
| 2016-07-31 | -- | -- | 4.67 | 4.5 | -- | -- | -- | -- | -- | 9.4 | 85.6 | 4.11 | -- | 2.966 | -- | 15.313 | -- | 549.6 | 30 | 0.068 |
| 2016-10-23 | -- | -- | 3.21 | 3.2 | -- | -- | -- | -- | -- | 0 | 171.8 | 5.2 | -- | 3.155 | -- | 15.87 | -- | 565.1 | 10 | 0.908 |
| 2017-01-22 | -- | -- | 3.28 | 3.4 | -- | -- | -- | -- | -- | 0 | 121 | 3.63 | -- | 2.526 | -- | 14.348 | -- | 442.3 | 5 | 0.394 |
| 2017-04-30 | -- | -- | 4.25 | 4.3 | -- | -- | -- | -- | -- | 6 | 69 | 1.637 | -- | 2.082 | -- | 11.054 | -- | 457 | 5 | 0.239 |
| 2017-07-30 | -- | -- | 3.56 | 3.5 | -- | -- | -- | -- | -- | 0 | 103.8 | 2.403 | -- | 2.502 | -- | 12.387 | -- | 490.1 | 5 | 0.63 |
| 2018-04-23 | -- | -- | 3.82 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | -- | 3.21 | 3.2 | -- | -- | -- | 8.19 | -- | 0 | -16 | 0.3 | -- | 1.141 | -- | 5.39 | -- | 273.1 | 5 | 0.03 |
| Maximum: | -- | -- | 5.56 | 6.9 | -- | -- | -- | 854 | -- | 15 | 171.8 | 9.857 | -- | 4.618 | -- | 28.212 | -- | 757.7 | 156 | 0.908 |
| Average: | -- | -- | 4.16 | 4.34 | -- | -- | -- | 599 | -- | 3 | 76.5 | 2.84 | -- | 2.53 | -- | 12.72 | -- | 500.4 | 22.8 | 0.33 |
| Range: | -- | -- | 2.35 | 3.7 | -- | -- | -- | 845.81 | -- | 15 | 187.8 | 9.557 | -- | 3.477 | -- | 22.822 | -- | 484.6 | 151 | 0.878 |
| Median: | -- | -- | 4.15 | 4.3 | -- | -- | -- | 767.5 | -- | 0 | 69 | 2.31 | -- | 2.51 | -- | 12.05 | -- | 490.1 | 10 | 0.25 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
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 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2013-01-14 | -- | -- | 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 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2014-04-21 | -- | -- | 4.66 | 4.7 | -- | -- | -- | 804 | -- | 0.8 | 64.2 | -- | -- | -- | -- | -- | -- | 475.9 | 5 | 0.18 |
| 2014-07-20 | -- | -- | 4.25 | 4.4 | -- | -- | -- | -- | -- | 0 | 62.8 | 1.691 | -- | 2.391 | -- | 9.804 | -- | 470.3 | 8 | 0.18 |
| 2014-09-23 | -- | 12 | 6.39 | 6.6 | -- | -- | -- | -- | -- | 10.2 | -5.4 | 0.3 | -- | 1.763 | -- | 0.604 | -- | 524.9 | 6 | 0.02 |
| 2014-10-19 | -- | -- | 4.67 | 4.5 | -- | -- | -- | -- | -- | 0 | 76.2 | 0.3 | -- | 2.664 | -- | 10.497 | -- | 498.4 | 6 | 0.04 |
| 2014-12-04 | -- | -- | 4.73 | 4.5 | -- | -- | -- | -- | -- | 0 | 82.8 | 0.3 | -- | 3.083 | -- | 12.419 | -- | 611.6 | 6 | 0.03 |
| 2015-01-20 | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 83.4 | 0.3 | -- | 2.717 | -- | 13.117 | -- | 542.2 | 5 | 0.02 |
| 2015-04-26 | -- | -- | 4.34 | 4.6 | -- | -- | -- | -- | -- | 0 | 72.6 | 1.754 | -- | 2.44 | -- | 11.495 | -- | 672 | 16 | 0.348 |
| 2015-07-19 | -- | -- | 4.13 | 4.2 | -- | -- | -- | -- | -- | 0 | 168.8 | 0.3 | -- | 2.83 | -- | 14.718 | -- | 532.3 | 5 | 0.083 |
| 2015-10-25 | -- | -- | 5.67 | 6.1 | -- | -- | -- | -- | -- | 18.2 | -- | 0.3 | -- | 3.529 | -- | 1.429 | -- | -- | -- | -- |
| 2016-04-19 | -- | -- | 3.71 | 3.7 | -- | -- | -- | -- | -- | 0 | 101.2 | 0.489 | -- | 2.695 | -- | 14.582 | -- | 513.1 | 5 | 0.119 |
| 2016-07-31 | -- | -- | 4.38 | 4.4 | -- | -- | -- | -- | -- | 6.8 | 63.4 | 0.3 | -- | 2.879 | -- | 8.021 | -- | 528.2 | 5 | 0.308 |
| 2016-10-23 | -- | -- | 3.53 | 3.5 | -- | -- | -- | -- | -- | 0 | 124.2 | 1.415 | -- | 2.87 | -- | 14.059 | -- | 560.5 | 5 | 0.196 |
| 2017-01-22 | -- | -- | 3.71 | 3.4 | -- | -- | -- | -- | -- | 0 | 113.8 | 2.165 | -- | 2.604 | -- | 14.583 | -- | 497.1 | 5 | 0.194 |
| 2017-04-30 | -- | -- | 4.51 | 4.4 | -- | -- | -- | -- | -- | 7.4 | 64.8 | 0.3 | -- | 2.032 | -- | 10.465 | -- | 497.8 | 5 | 0.048 |
| 2017-07-30 | -- | -- | 3.41 | 3.6 | -- | -- | -- | -- | -- | 0 | 97.2 | 0.414 | -- | 2.492 | -- | 12.418 | -- | 489.1 | 5 | 0.312 |
| 2017-10-29 | -- | -- | 3.71 | 3.9 | -- | -- | -- | -- | -- | 0.8 | 75.4 | 0.3 | -- | 2.534 | -- | 10.679 | -- | 422 | 5 | 0.103 |
| 2018-04-23 | -- | -- | 4.22 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2021-01-14 | -- | 347 | 5.9 | 5.33 | -- | -- | -- | 967 | 7 | 0 | 27 | 0.32 | -- | 2.16 | -- | 1.7 | -- | 486 | 0 | -- |
| 2021-02-25 | -- | 596 | 5.4 | 5.2 | -- | -- | -- | 989 | 2 | 0 | 12 | 0.26 | -- | 0.69 | -- | 1.45 | -- | 491 | 13 | -- |
| 2021-03-23 | -- | 704 | 5.6 | 5.78 | -- | -- | -- | 787 | 3 | 5 | 4 | 0.59 | -- | 2.05 | -- | 3.35 | -- | 355 | 17 | -- |
| Minimum: | -- | 12 | 3.41 | 3.4 | -- | -- | -- | 787 | 2 | 0 | -5.4 | 0.26 | -- | 0.69 | -- | 0.604 | -- | 355 | 0 | 0.02 |
| Maximum: | -- | 704 | 6.39 | 6.6 | -- | -- | -- | 989 | 7 | 18.2 | 168.8 | 2.165 | -- | 3.529 | -- | 14.718 | -- | 672 | 17 | 0.348 |
| Average: | -- | 415 | 4.57 | 4.60 | -- | -- | -- | 887 | 4.00 | 3 | 71.6 | 0.66 | -- | 2.47 | -- | 9.19 | -- | 509.3 | 6.8 | 0.15 |
| Range: | -- | 692 | 2.98 | 3.2 | -- | -- | -- | 202 | 5 | 18.2 | 174.2 | 1.905 | -- | 2.839 | -- | 14.114 | -- | 317 | 17 | 0.328 |
| Median: | -- | 471.5 | 4.38 | 4.5 | -- | -- | -- | 885.5 | 3 | 0 | 74 | 0.3 | -- | 2.57 | -- | 10.59 | -- | 498.1 | 5 | 0.12 |
| Loading (lb/day): | 22.97 | 21.89 | 77.48 | 2.06 | -- | 7.89 | -- | 11.48 | -- |
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.