Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - CWRAW/ALD |
Download Sample Point Report CSV / Inflow: Yes / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2001-05-15 | -- | -- | 4.3 | 4.1 | -- | -- | -- | -- | -- | 0 | 12.8 | 0.117 | -- | 0.341 | -- | 0.842 | -- | 89.6 | 6 | 0.05 |
| 2001-06-18 | -- | 0 | 4.3 | 4 | -- | -- | -- | -- | -- | 0 | 29.2 | 0.048 | -- | 0.37 | -- | 0.934 | -- | 67.7 | 2 | 0.02 |
| 2001-07-10 | -- | 0 | 4.03 | 4 | -- | -- | -- | -- | -- | 0 | 28 | 0.165 | -- | 0.443 | -- | 1.09 | -- | 99.4 | 32 | 0.02 |
| 2001-10-09 | -- | 15 | -- | 6.3 | -- | -- | -- | -- | -- | 32 | 0 | 0.263 | -- | 0.377 | -- | 0.2 | -- | 87.9 | 8 | 0.02 |
| 2006-10-17 | -- | -- | 7.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-02-09 | -- | -- | 3.28 | 4.00 | -- | -- | 9.2 | -- | -- | 1.2 | 2.2 | <0.3 | -- | 0.208 | -- | 0.563 | -- | 67.1 | 12 | 0.02 |
| 2016-02-22 | -- | -- | 3.74 | 4.1 | -- | -- | -- | 186.9 | -- | 2.4 | 10 | 0.05 | 0.033 | 0.232 | 0.215 | 0.554 | 0.529 | 66.1 | 5 | -- |
| 2016-02-29 | -- | -- | 3.63 | 7.80 | -- | -- | 9.0 | -- | -- | 7.8 | 7.8 | 0.035 | -- | 0.185 | -- | 0.504 | -- | 58.3 | <5 | 0.033 |
| 2016-04-21 | -- | 60 | 4.06 | -- | -- | -- | 11.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-06-14 | -- | 30 | 4.15 | 4.2 | -- | -- | -- | -- | -- | 5.8 | 9.2 | 0.3 | -- | 0.256 | -- | 0.59 | -- | 64.4 | 6 | 0.03 |
| 2017-01-18 | -- | 75 | 3.87 | 4.1 | -- | -- | -- | -- | -- | 2.4 | 6 | 0.3 | -- | 0.218 | -- | 0.648 | -- | 57 | 5 | 0.02 |
| 2017-06-20 | -- | 36 | 4.64 | 4.1 | -- | -- | -- | -- | -- | 3.2 | 8.2 | 0.3 | -- | 0.246 | -- | 0.582 | -- | 64 | 5 | 0.061 |
| 2017-08-10 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-10-19 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-03-14 | -- | -- | 4.09 | 4.20 | -- | -- | 6.3 | -- | -- | 4.0 | 8.4 | <0.3 | -- | 0.194 | -- | 0.521 | -- | 55.1 | <5 | <0.02 |
| 2018-06-06 | -- | 60 | 4.03 | 4.2 | -- | -- | 9.3 | -- | -- | 4.0 | 10.2 | <0.3 | -- | 0.195 | -- | <0.5 | -- | 61.8 | <5 | <0.02 |
| 2018-08-09 | -- | -- | 4.36 | 4.2 | -- | -- | 11.8 | -- | -- | 3.4 | 10.8 | <.300 | -- | 0.195 | -- | <.500 | -- | 53.5 | <5 | 0.026 |
| 2019-02-27 | -- | 180 | 4.06 | 4.1 | -- | -- | 8.7 | -- | -- | 2.4 | 10.6 | <.300 | -- | 0.196 | -- | <.500 | -- | 57.2 | <5 | 0.028 |
| 2019-07-05 | -- | -- | 4.93 | -- | -- | 8.63 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-12-26 | -- | -- | 4.72 | 4 | -- | -- | 8.7 | -- | -- | 1.2 | 19 | <.300 | -- | 0.279 | -- | 0.585 | -- | 61.8 | 6 | 0.036 |
| 2021-03-09 | -- | -- | 4.22 | 4.2 | -- | -- | 9 | -- | -- | 3.2 | 6.6 | <.300 | -- | 0.24 | -- | 0.541 | -- | 57.5 | 6 | <.020 |
| 2021-05-25 | -- | -- | 4.43 | 4.4 | -- | -- | 10.8 | -- | -- | 5.4 | 7.4 | <.300 | -- | 0.197 | -- | <.500 | -- | 57.6 | <5 | 0.024 |
| 2021-08-03 | -- | -- | 4.39 | 4.2 | -- | -- | 12.2 | -- | -- | 3.4 | 12 | <.300 | -- | 0.366 | -- | 0.683 | -- | 140.3 | <5 | <.020 |
| 2021-10-12 | -- | -- | 4.3 | 4.1 | -- | -- | 10.8 | -- | -- | 3.6 | 13.2 | <.300 | -- | 0.294 | -- | 0.608 | -- | 61 | <5 | <.020 |
| 2022-03-15 | -- | -- | 4.54 | 4.3 | -- | -- | 9.4 | -- | -- | 7.8 | 13.6 | <0.3 | -- | 0.154 | -- | <0.50 | -- | 515.1 | <20 | <0.05 |
| 2022-05-31 | -- | -- | 4.58 | 4.3 | -- | -- | 13.4 | -- | -- | 8.4 | 16 | <0.3 | -- | 0.179 | -- | <0.50 | -- | 54 | <20 | <0.05 |
| 2022-10-06 | -- | -- | 4.41 | 4.2 | -- | -- | 10.8 | -- | -- | 7.4 | 16.2 | <0.3 | -- | 0.578 | -- | 0.909 | -- | 92.4 | <20 | <0.05 |
| 2023-06-07 | -- | -- | 4.54 | 4.2 | -- | -- | 10.6 | -- | -- | 3.4 | 16.4 | <0.3 | -- | 0.302 | -- | 0.604 | -- | 63.8 | <20 | <0.05 |
| Minimum: | -- | 0 | 3.28 | 4.00 | -- | 8.63 | 6.3 | 186.9 | -- | 0 | 0 | 0.035 | 0.033 | 0.154 | 0.215 | 0.2 | 0.529 | 53.5 | 2 | 0.02 |
| Maximum: | -- | 180 | 7.1 | 7.80 | -- | 8.63 | 13.4 | 186.9 | -- | 32 | 29.2 | 0.3 | 0.033 | 0.578 | 0.215 | 1.09 | 0.529 | 515.1 | 32 | 0.061 |
| Average: | -- | 41 | 4.35 | 4.40 | -- | 8.63 | 10.1 | 187 | -- | 5 | 11.9 | 0.18 | 0.03 | 0.27 | 0.22 | 0.64 | 0.53 | 89.2 | 8.5 | 0.03 |
| Range: | -- | 180 | 3.82 | 3.8 | -- | 0 | 7.1 | 0 | -- | 32 | 29.2 | 0.265 | 0 | 0.424 | 0 | 0.89 | 0 | 461.6 | 30 | 0.041 |
| Median: | -- | 30 | 4.3 | 4.2 | -- | 8.63 | 10 | 186.9 | -- | 3.4 | 10.6 | 0.17 | 0.03 | 0.24 | 0.22 | 0.59 | 0.53 | 63.8 | 6 | 0.03 |
| Loading (lb/day): | -- | 3.25 | 8.51 | 0.14 | -- | 0.17 | -- | 0.27 | -- |
Sample Point Description: Clearwater discharge raw water/ALD Influent
- 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 - CW/OVERFLOW |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2019-05-15 | -- | -- | 4.34 | -- | -- | -- | 9.6 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-07-03 | -- | 75 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-07-04 | -- | 81 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2019-07-05 | -- | 45 | 5.06 | -- | -- | 8.58 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 45 | 4.34 | -- | -- | 8.58 | 9.6 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Maximum: | -- | 81 | 5.06 | -- | -- | 8.58 | 11 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Average: | -- | 67 | 4.70 | -- | -- | 8.58 | 10.3 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Range: | -- | 36 | 0.72 | -- | -- | 0 | 1.4 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Median: | -- | 75 | 4.7 | -- | -- | 8.58 | 10.3 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Outlet of road culvert pipe near raw
- 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 - CWALD/WET |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Clearwater ALD effluent/ Wetland influent
- 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 - CWWETOUT |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Clearwater system final effluent from Wetland.
- 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.