Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - AMD85 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: AMD; Influent to Brence passive 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 - AMD85F |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-10-21 | -- | -- | 8.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-12-22 | -- | 60 | -- | 4.7 | -- | -- | -- | -- | -- | 11.2 | 55.4 | 0.394 | -- | 11.919 | -- | 12.627 | -- | 386.6 | 30 | -- |
| 2013-02-06 | -- | -- | 3.17 | 4.5 | -- | -- | -- | -- | -- | 0 | 116 | 0.463 | -- | 10.725 | -- | 18.105 | -- | 394.3 | 14 | 0.19 |
| 2013-04-24 | -- | -- | 5.03 | 4.6 | -- | -- | -- | -- | -- | 0 | 42.4 | 0.3 | -- | 10.124 | -- | 14.309 | -- | 373.4 | 26 | 0.12 |
| 2013-07-29 | -- | -- | 5 | 4.7 | -- | -- | -- | -- | -- | 0 | 79.2 | 0.516 | -- | 15.276 | -- | 17.644 | -- | 504.2 | 32 | 0.31 |
| 2014-04-15 | -- | -- | 4.3 | 4.3 | -- | -- | -- | -- | -- | 0 | 162.4 | 0.611 | -- | 13.331 | -- | 24.025 | -- | 424.1 | 5 | 0.24 |
| 2014-07-28 | -- | -- | 4.7 | 4.4 | -- | -- | -- | -- | -- | 0 | 145.6 | 0.698 | -- | 14.384 | -- | 21.384 | -- | 514.8 | 5 | 0.35 |
| 2014-10-20 | -- | -- | 3.66 | 3.2 | -- | -- | -- | -- | -- | 0 | 244.4 | 3.679 | -- | 23.445 | -- | 29.296 | -- | 542 | 5 | 1.89 |
| 2016-01-28 | -- | -- | 4.79 | 3.9 | -- | -- | -- | -- | -- | 0 | 159 | 1.293 | -- | 15.541 | -- | 25.168 | -- | 519.7 | 5 | 0.578 |
| 2016-04-20 | -- | -- | -- | 4.4 | -- | -- | -- | -- | -- | 9.6 | 143.2 | 0.664 | -- | 13.999 | -- | 24.594 | -- | 468.5 | 16 | 0.47 |
| 2016-07-17 | -- | -- | 4.94 | 4.4 | -- | -- | -- | -- | -- | 13.2 | 140.2 | 0.369 | -- | 15.69 | -- | 25.011 | -- | 633.2 | 5 | 0.259 |
| 2017-02-01 | -- | -- | 4.3 | 4.1 | -- | -- | -- | -- | -- | 4.6 | 132.8 | 0.61 | -- | 12.635 | -- | 23.491 | -- | 569.9 | 14 | 0.573 |
| 2017-05-04 | -- | -- | 5.4 | 4.5 | -- | -- | -- | -- | -- | 10.2 | 77 | 0.3 | -- | 10.751 | -- | 18.659 | -- | 458 | 5 | 0.383 |
| 2017-07-17 | -- | -- | 4.89 | 4.5 | -- | -- | -- | -- | -- | 10.6 | 140.4 | 0.349 | -- | 12.467 | -- | 21.103 | -- | 457.3 | 5 | 0.876 |
| 2017-10-18 | -- | -- | 5.67 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-01-10 | -- | -- | 4.7 | 4.3 | -- | -- | -- | -- | -- | 6.2 | 148.4 | 0.859 | -- | 14.769 | -- | 20.699 | -- | 497 | 5 | 0.59 |
| 2018-07-23 | -- | -- | 3.7 | 4.4 | -- | -- | 17 | -- | -- | 7.8 | 73.6 | 0.695 | -- | 10.449 | -- | 15.417 | -- | 543 | 12 | 0.352 |
| 2021-05-27 | -- | -- | -- | 4.31 | -- | -- | -- | 667 | -- | <20.0 | 145.8 | 1.86 | -- | 11 | -- | 17.2 | -- | 338 | 16.8 | -- |
| Minimum: | -- | 60 | 3.17 | 3.2 | -- | -- | 17 | 667 | -- | 0 | 42.4 | 0.3 | -- | 10.124 | -- | 12.627 | -- | 338 | 5 | 0.12 |
| Maximum: | -- | 60 | 8.8 | 4.7 | -- | -- | 17 | 667 | -- | 13.2 | 244.4 | 3.679 | -- | 23.445 | -- | 29.296 | -- | 633.2 | 32 | 1.89 |
| Average: | -- | 60 | 4.87 | 4.33 | -- | -- | 17.0 | 667 | -- | 5 | 125.4 | 0.85 | -- | 13.53 | -- | 20.55 | -- | 476.5 | 12.6 | 0.51 |
| Range: | -- | 0 | 5.63 | 1.5 | -- | -- | 0 | 0 | -- | 13.2 | 202 | 3.379 | -- | 13.321 | -- | 16.669 | -- | 295.2 | 27 | 1.77 |
| Median: | -- | 60 | 4.79 | 4.4 | -- | -- | 17 | 667 | -- | 4.6 | 140.3 | 0.61 | -- | 12.98 | -- | 20.9 | -- | 482.75 | 8.5 | 0.37 |
| Loading (lb/day): | -- | 8.08 | 39.95 | 0.28 | -- | 8.6 | -- | 9.11 | -- |
Sample Point Description: Effluent of settling pond and final effluent of Brence 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.