Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - AMD60 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-10-21 | -- | -- | 3.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2006-03-31 | -- | 25 | 4.3 | 3.6 | -- | -- | -- | -- | -- | 0 | 178.2 | 0.3 | -- | 14.5 | -- | 17.4 | -- | 361 | 3 | -- |
| 2006-04-05 | -- | 24 | 4.2 | 3.6 | -- | -- | -- | -- | -- | 0 | 189.6 | 0.3 | -- | 14.9 | -- | 18 | -- | 435.8 | 3 | -- |
| 2006-04-20 | -- | 50 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 155 | 0.3 | -- | 10.2 | -- | 11.6 | -- | 332.1 | 4 | -- |
| 2006-05-18 | -- | 120 | 3.9 | 3.8 | -- | -- | -- | -- | -- | 0 | 109.8 | 0.3 | -- | 8.98 | -- | 9.55 | -- | 236.7 | 3 | -- |
| 2006-07-30 | -- | -- | 3.6 | 3.5 | -- | -- | -- | -- | -- | 0 | 170.6 | 0.731 | -- | 20.9 | -- | 22.8 | -- | 489.6 | 3 | -- |
| 2006-09-25 | -- | 24 | 3.43 | 3.5 | -- | -- | -- | -- | -- | 0 | 258.6 | 0.743 | -- | 23.8 | -- | 27.4 | -- | 520.4 | 3 | -- |
| 2007-10-01 | -- | 7 | 3.6 | 3.5 | -- | -- | -- | -- | -- | 0 | 271.4 | 0.553 | -- | 19.6 | -- | 25.5 | -- | 551.5 | 8 | -- |
| 2009-01-23 | -- | 10 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 146.4 | 0.278 | -- | 18.5 | -- | 19.7 | -- | 371.3 | 5 | -- |
| 2012-11-07 | -- | -- | 3.77 | 3.8 | -- | -- | -- | -- | -- | 0 | 43.2 | 0.3 | -- | 9.323 | -- | 8.586 | -- | 223.6 | 5 | 0.1 |
| 2013-02-06 | -- | -- | 3.92 | 3.9 | -- | -- | -- | -- | -- | 0 | 54 | 0.3 | -- | 6.412 | -- | 6.204 | -- | 163.6 | 5 | 0.06 |
| 2013-04-24 | -- | -- | 3.73 | 3.9 | -- | -- | -- | -- | -- | 0 | 42.8 | 0.3 | -- | 7.376 | -- | 7.16 | -- | 159.8 | 5 | 0.08 |
| 2013-07-29 | -- | -- | 3.5 | 3.7 | -- | -- | -- | -- | -- | 0 | 104.8 | 0.3 | -- | 15.564 | -- | 15.151 | -- | 298.6 | 6 | 0.17 |
| 2014-04-15 | -- | -- | 3.7 | 3.9 | -- | -- | -- | -- | -- | 0 | 45 | 0.3 | -- | 6.033 | -- | 5.169 | -- | 134.5 | 8 | 0.08 |
| 2014-07-28 | -- | -- | 3.5 | 3.7 | -- | -- | -- | -- | -- | 0 | 96.6 | 0.3 | -- | 13.424 | -- | 12.242 | -- | 302.7 | 5 | 0.17 |
| 2014-10-20 | -- | -- | 3.62 | 3.6 | -- | -- | -- | -- | -- | 0 | 131 | 0.383 | -- | 19.468 | -- | 16.793 | -- | 396.6 | 8 | 0.22 |
| 2016-01-28 | -- | -- | 4.34 | 3.6 | -- | -- | -- | -- | -- | 0 | 86.4 | 0.3 | -- | 11.059 | -- | 10.217 | -- | 298 | 20 | 0.088 |
| 2016-04-20 | -- | -- | -- | 3.9 | -- | -- | -- | -- | -- | 0 | 59.6 | 0.3 | -- | 8.753 | -- | 8.198 | -- | 226.9 | 14 | 0.107 |
| 2016-07-17 | -- | -- | 3.71 | 3.6 | -- | -- | -- | -- | -- | 0 | 117.8 | 0.3 | -- | 15.159 | -- | 15.055 | -- | 316.3 | 5 | 0.209 |
| 2016-10-19 | -- | -- | 3.7 | 3.6 | -- | -- | -- | -- | -- | 0 | 131.6 | 0.52 | -- | 18.196 | -- | 16.246 | -- | 566.2 | 14 | 0.489 |
| 2017-02-01 | -- | -- | 4.1 | 3.8 | -- | -- | -- | -- | -- | 0 | 40.6 | 0.3 | -- | 6.621 | -- | 6.133 | -- | 200.8 | 8 | 0.111 |
| 2017-05-04 | -- | -- | 3.9 | 3.8 | -- | -- | -- | -- | -- | 0 | 48 | 0.453 | -- | 5.885 | -- | 6.05 | -- | 164.5 | 5 | 0.135 |
| 2017-07-17 | -- | -- | 4.5 | 3.7 | -- | -- | -- | -- | -- | 0 | 108 | 1.858 | -- | 11.964 | -- | 13.082 | -- | 249.8 | 44 | 1.796 |
| 2017-10-18 | -- | -- | 3.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-01-10 | -- | -- | 4.8 | 3.7 | -- | -- | -- | -- | -- | 0 | 102.4 | 0.3 | -- | 12.238 | -- | 11.711 | -- | 285.2 | 14 | 0.195 |
| 2021-05-27 | -- | -- | -- | 3.91 | -- | -- | -- | 515 | -- | <20.0 | 77.89 | 0.53 | -- | 9.11 | -- | 8.18 | -- | 233 | 4.8 | -- |
| Minimum: | -- | 7 | 3.43 | 3.5 | -- | -- | -- | 515 | -- | 0 | 40.6 | 0.278 | -- | 5.885 | -- | 5.169 | -- | 134.5 | 3 | 0.06 |
| Maximum: | -- | 120 | 4.8 | 3.91 | -- | -- | -- | 515 | -- | 0 | 271.4 | 1.858 | -- | 23.8 | -- | 27.4 | -- | 566.2 | 44 | 1.796 |
| Average: | -- | 37 | 3.87 | 3.70 | -- | -- | -- | 515 | -- | 0 | 115.4 | 0.44 | -- | 12.83 | -- | 13.26 | -- | 313.3 | 8.5 | 0.27 |
| Range: | -- | 113 | 1.37 | 0.41 | -- | -- | -- | 0 | -- | 0 | 230.8 | 1.58 | -- | 17.915 | -- | 22.231 | -- | 431.7 | 41 | 1.736 |
| Median: | -- | 24 | 3.75 | 3.7 | -- | -- | -- | 515 | -- | 0 | 106.4 | 0.3 | -- | 12.1 | -- | 11.98 | -- | 298.3 | 5 | 0.14 |
| Loading (lb/day): | -- | -- | 67.83 | 0.15 | -- | 5.5 | -- | 6.23 | -- |
Sample Point Description: AMD; influent to AMD60 limestone bed; AMD is collected by a perforated pipe in a small channel and is then piped around pump station to 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 - AMD60F |
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 | -- | -- | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2012-11-07 | -- | -- | 4.98 | 4.7 | -- | -- | -- | -- | -- | 7.6 | 13.2 | 0.3 | -- | 6.809 | -- | 6.019 | -- | 212.2 | 5 | 0.05 |
| 2013-02-06 | -- | -- | 4.98 | 4.7 | -- | -- | -- | -- | -- | 0 | 32.4 | 0.3 | -- | 5.313 | -- | 5.022 | -- | 162.4 | 5 | 0.05 |
| 2013-04-24 | -- | -- | 4.69 | 4.7 | -- | -- | -- | -- | -- | 0 | 30 | 0.3 | -- | 6.324 | -- | 6.077 | -- | 170.9 | 5 | 0.07 |
| 2013-07-29 | -- | -- | 4.75 | 4.6 | -- | -- | -- | -- | -- | 0 | 91.8 | 0.3 | -- | 13.454 | -- | 12.603 | -- | 312.7 | 8 | 0.09 |
| 2014-04-15 | -- | -- | 4.7 | 4.6 | -- | -- | -- | -- | -- | 0 | 51.2 | 0.3 | -- | 5.68 | -- | 4.864 | -- | 203.4 | 5 | 0.06 |
| 2014-07-28 | -- | -- | 4.5 | 4.5 | -- | -- | -- | -- | -- | 0 | 73 | 0.3 | -- | 12.381 | -- | 11.235 | -- | 320.5 | 5 | 0.1 |
| 2014-10-20 | -- | -- | 4.5 | 4.5 | -- | -- | -- | -- | -- | 0 | 107 | 0.3 | -- | 18.4 | -- | 16.066 | -- | 356.1 | 5 | 0.16 |
| 2016-01-28 | -- | -- | 5.54 | 4.6 | -- | -- | -- | -- | -- | 8 | 57.6 | 0.3 | -- | 9.347 | -- | 8.406 | -- | 279 | 5 | 0.055 |
| 2016-04-20 | -- | -- | -- | 4.8 | -- | -- | -- | -- | -- | 8.8 | 41.2 | 0.3 | -- | 7.223 | -- | 6.548 | -- | 225 | 6 | 0.059 |
| 2016-07-17 | -- | -- | 4.78 | 4.5 | -- | -- | -- | -- | -- | 10 | 76.6 | 0.3 | -- | 12.266 | -- | 11.666 | -- | 356.4 | 5 | 0.164 |
| 2016-10-19 | -- | -- | 4.6 | 4.4 | -- | -- | -- | -- | -- | 7.6 | 108.8 | 0.3 | -- | 16.817 | -- | 14.973 | -- | 380 | 5 | 0.296 |
| 2017-02-01 | -- | -- | 4.8 | 4.5 | -- | -- | -- | -- | -- | 6.6 | 32.6 | 0.3 | -- | 6.203 | -- | 6.025 | -- | 224.9 | 5 | 0.102 |
| 2017-05-04 | -- | -- | 4.8 | 4.6 | -- | -- | -- | -- | -- | 6.4 | 29.4 | 0.3 | -- | 4.732 | -- | 4.716 | -- | 148.7 | 5 | 0.097 |
| 2017-07-17 | -- | -- | 4.6 | 4.4 | -- | -- | -- | -- | -- | 6.4 | 91.2 | 0.3 | -- | 10.416 | -- | 10.166 | -- | 285 | 6 | 0.434 |
| 2017-10-18 | -- | -- | 4.65 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-01-10 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 4.2 | 79.8 | 0.3 | -- | 11.002 | -- | 10.639 | -- | 273.8 | 5 | 0.166 |
| 2021-05-27 | -- | -- | -- | 4.49 | -- | -- | -- | 466 | -- | <20.0 | 70.2 | <0.200 | -- | 8.78 | -- | 7.7 | -- | 228 | 11.6 | -- |
| Minimum: | -- | -- | 4.5 | 4.2 | -- | -- | -- | 466 | -- | 0 | 13.2 | 0.3 | -- | 4.732 | -- | 4.716 | -- | 148.7 | 5 | 0.05 |
| Maximum: | -- | -- | 5.54 | 4.8 | -- | -- | -- | 466 | -- | 10 | 108.8 | 0.3 | -- | 18.4 | -- | 16.066 | -- | 380 | 11.6 | 0.434 |
| Average: | -- | -- | 4.79 | 4.55 | -- | -- | -- | 466 | -- | 4 | 61.6 | 0.30 | -- | 9.70 | -- | 8.92 | -- | 258.7 | 5.7 | 0.13 |
| Range: | -- | -- | 1.04 | 0.6 | -- | -- | -- | 0 | -- | 10 | 95.6 | 0 | -- | 13.668 | -- | 11.35 | -- | 231.3 | 6.6 | 0.384 |
| Median: | -- | -- | 4.75 | 4.55 | -- | -- | -- | 466 | -- | 6.4 | 63.9 | 0.3 | -- | 9.06 | -- | 8.05 | -- | 250.9 | 5 | 0.1 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of AMD60 limestone bed
- 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.