Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - KSTWRD8B |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: AMD discharge; Weaver Run Discharge D08B; AKA 374; Influent to D8B (Lower 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 - KSTWR8BLE |
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 | 6.83 | 8 | -- | -- | -- | -- | -- | 60.8 | -46.4 | 0.359 | -- | 2.329 | -- | 0.5 | -- | 228.4 | 5 | 0.03 |
| 2014-12-16 | -- | 60 | 6.62 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-01-15 | -- | 5 | 6.31 | 7.9 | -- | -- | -- | -- | -- | 57.6 | -48 | 0.574 | -- | 0.233 | -- | 0.5 | -- | 201 | 5 | 0.03 |
| 2015-03-24 | -- | 30 | 5.61 | 7.6 | -- | -- | -- | -- | -- | 36 | -17.6 | 0.371 | -- | 0.372 | -- | 0.5 | -- | 167.7 | 5 | 0.043 |
| 2015-07-08 | -- | -- | 6.51 | 7.8 | -- | -- | -- | -- | -- | 45.2 | 34 | 0.3 | -- | 0.05 | -- | 0.635 | -- | 109.8 | 5 | 0.043 |
| 2015-11-16 | -- | 15 | 6.03 | 7.8 | -- | -- | -- | -- | -- | 62.6 | -22.4 | 0.34 | -- | 0.052 | -- | 0.5 | -- | 231.3 | 8 | 0.023 |
| 2015-12-16 | -- | 30 | 6.54 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-03-09 | -- | 15 | 5.42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-04-18 | -- | 14.3 | 6.01 | 7.9 | -- | -- | -- | -- | -- | 51.8 | -39.8 | 0.3 | -- | 0.111 | -- | 0.5 | -- | 191.5 | 8 | 0.024 |
| 2016-07-25 | -- | 3 | 7.45 | 7.9 | -- | -- | -- | -- | -- | 89 | -76.6 | 0.358 | -- | 0.05 | -- | 0.5 | -- | 360.3 | 5 | 0.02 |
| 2016-10-17 | -- | 7.9 | 6.04 | 7.9 | -- | -- | -- | -- | -- | 65.6 | -49.8 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 266.1 | 5 | 0.025 |
| 2017-01-31 | -- | 25 | 7.28 | 7.3 | -- | -- | -- | -- | -- | 27.8 | -23.4 | 0.3 | -- | 0.545 | -- | 0.5 | -- | 162.9 | 5 | 0.03 |
| 2017-07-11 | -- | 4.3 | 7.43 | 7.7 | -- | -- | -- | -- | -- | 66.8 | -52.8 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 226.9 | 5 | 0.036 |
| 2017-10-19 | -- | 2.6 | 7.46 | 7.8 | -- | -- | -- | -- | -- | 71.2 | -59.4 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 230.7 | 8 | 0.037 |
| 2018-02-14 | -- | 37.5 | 4.19 | 7 | -- | -- | -- | -- | -- | 24.4 | -6 | 0.3 | -- | 0.473 | -- | 0.5 | -- | 121.2 | 5 | 0.04 |
| Minimum: | -- | 2.6 | 4.19 | 7 | -- | -- | -- | -- | -- | 24.4 | -76.6 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 109.8 | 5 | 0.02 |
| Maximum: | -- | 60 | 7.46 | 8 | -- | -- | -- | -- | -- | 89 | 34 | 0.574 | -- | 2.329 | -- | 0.635 | -- | 360.3 | 8 | 0.043 |
| Average: | -- | 18 | 6.38 | 7.72 | -- | -- | -- | -- | -- | 55 | -34.0 | 0.34 | -- | 0.36 | -- | 0.51 | -- | 208.2 | 5.8 | 0.03 |
| Range: | -- | 57.4 | 3.27 | 1 | -- | -- | -- | -- | -- | 64.6 | 110.6 | 0.274 | -- | 2.279 | -- | 0.135 | -- | 250.5 | 3 | 0.023 |
| Median: | -- | 14.65 | 6.51 | 7.8 | -- | -- | -- | -- | -- | 59.2 | -43.1 | 0.3 | -- | 0.08 | -- | 0.5 | -- | 213.95 | 5 | 0.03 |
| Loading (lb/day): | -- | 6.8 | -4.06 | 0.05 | -- | 0.06 | -- | 0.08 | -- |
Sample Point Description: Effluent of the Weaver Run D8B Lower 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.