Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - KSTWRD8A |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: AMD Discharge; Weaver run Discharge D08A; AKA 375; Influent to D8A Upper 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.
Sample Point - KSTWR8AUE |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2014-10-30 | -- | 5 | 7.4 | 8.2 | -- | -- | -- | -- | -- | 50.6 | -34 | 0.3 | -- | 1.232 | -- | 0.5 | -- | 201.8 | 5 | 0.02 |
| 2014-12-16 | -- | 75 | 6.41 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-01-15 | -- | 8 | 6.9 | 8 | -- | -- | -- | -- | -- | 45 | -37.4 | 0.571 | -- | 0.101 | -- | 0.5 | -- | 132 | 5 | 0.04 |
| 2015-03-24 | -- | 16 | 5.77 | 7.8 | -- | -- | -- | -- | -- | 31.6 | -24 | 0.329 | -- | 0.113 | -- | 0.5 | -- | 85.3 | 5 | 0.056 |
| 2015-07-08 | -- | -- | 5.81 | 8.1 | -- | -- | -- | -- | -- | 38.8 | 9.2 | 0.49 | -- | 0.05 | -- | 0.682 | -- | 59.8 | 5 | 0.072 |
| 2015-11-16 | -- | 5.2 | 6.06 | 8 | -- | -- | -- | -- | -- | 54.2 | -15 | 0.307 | -- | 0.05 | -- | 0.5 | -- | 224.9 | 8 | 0.027 |
| 2015-12-16 | -- | 22.5 | 6.15 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-03-09 | -- | -- | 3.57 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-04-18 | -- | 16 | 5.85 | 8.1 | -- | -- | -- | -- | -- | 43.8 | -30 | 0.319 | -- | 0.05 | -- | 0.5 | -- | 132.1 | 12 | 0.062 |
| 2016-07-25 | -- | 2 | 7.26 | 8 | -- | -- | -- | -- | -- | 80 | -63.6 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 228.4 | 5 | 0.02 |
| 2016-10-17 | -- | 5.9 | 5.98 | 8.1 | -- | -- | -- | -- | -- | 58 | -38.2 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 193.6 | 5 | 0.023 |
| 2017-01-31 | -- | 26.1 | 7.21 | 7.5 | -- | -- | -- | -- | -- | 31 | -27.6 | 0.3 | -- | 0.117 | -- | 0.5 | -- | 113.2 | 5 | 0.048 |
| 2017-07-11 | -- | 8.1 | 7.15 | 7.8 | -- | -- | -- | -- | -- | 64.4 | -49.8 | 0.394 | -- | 0.05 | -- | 0.5 | -- | 179.2 | 6 | 0.07 |
| 2017-10-19 | -- | 6 | 6.56 | 7.9 | -- | -- | -- | -- | -- | 69 | -55.2 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 181.1 | 5 | 0.042 |
| 2018-02-14 | -- | 19 | 6.21 | 7.7 | -- | -- | -- | -- | -- | 33.4 | -15.2 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 62.4 | 5 | 0.043 |
| 2018-10-23 | -- | -- | 4.87 | 8.1 | -- | -- | 11 | -- | -- | 77.2 | -68.4 | 0.300 | -- | 0.050 | -- | 0.500 | -- | 71.8 | 5 | 0.020 |
| 2019-09-25 | -- | 4.1 | 6.73 | 6.5 | -- | -- | -- | -- | -- | 12.2 | 1.6 | 0.300 | -- | 1.608 | -- | 2.049 | -- | 244.3 | 10 | 0.055 |
| 2019-12-19 | M | 8.5 | 6.71 | 7.7 | -- | -- | 3.8 | -- | -- | 51.2 | -38.2 | 0.300 | -- | 0.050 | -- | 0.500 | -- | 61.8 | 6 | 0.038 |
| 2020-11-19 | M | 1 | 7.56 | 7.7 | -- | -- | 8.2 | -- | -- | 68.2 | -59.8 | 0.300 | -- | 0.050 | -- | 0.500 | -- | 48.6 | 8 | 0.029 |
| Minimum: | 0 | 1 | 3.57 | 6.5 | -- | -- | 3.8 | -- | -- | 12.2 | -68.4 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 48.6 | 5 | 0.02 |
| Maximum: | 0 | 75 | 7.56 | 8.2 | -- | -- | 11 | -- | -- | 80 | 9.2 | 0.571 | -- | 1.608 | -- | 2.049 | -- | 244.3 | 12 | 0.072 |
| Average: | 0 | 14 | 6.32 | 7.83 | -- | -- | 7.7 | -- | -- | 51 | -34.1 | 0.34 | -- | 0.23 | -- | 0.61 | -- | 138.8 | 6.3 | 0.04 |
| Range: | 0 | 74 | 3.99 | 1.7 | -- | -- | 7.2 | -- | -- | 67.8 | 77.6 | 0.271 | -- | 1.558 | -- | 1.549 | -- | 195.7 | 7 | 0.052 |
| Median: | 0 | 8.05 | 6.41 | 7.95 | -- | -- | 8.2 | -- | -- | 50.9 | -35.7 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 132.05 | 5 | 0.04 |
| Loading (lb/day): | -- | 4.75 | -3.75 | 0.04 | -- | 0.02 | -- | 0.06 | -- |
Sample Point Description: Final Effluent of the Weaver Run D08A Upper Passive 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.