Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 10A/10B Raw |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
There is no water data for this sample point
Sample Point - 10A/10B DLB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2015-04-20 | -- | -- | -- | 6.9 | -- | -- | -- | 858 | -- | 113 | -85 | 4.90 | -- | 1.43 | -- | 0.12 | -- | 344 | 10 | -- |
| 2018-05-30 | -- | 15 | -- | 7.2 | -- | -- | -- | 875 | -- | 112 | -85 | 4.38 | -- | 0.85 | -- | 0.33 | -- | 351 | 10 | -- |
| 2020-06-29 | -- | -- | -- | 7.7 | -- | -- | -- | 1370 | -- | 230 | -215 | <0.05 | -- | <0.02 | -- | <0.05 | -- | 494 | 9 | -- |
| Minimum: | -- | 15 | -- | 6.9 | -- | -- | -- | 858 | -- | 112 | -215 | 4.38 | -- | 0.85 | -- | 0.12 | -- | 344 | 9 | -- |
| Maximum: | -- | 15 | -- | 7.7 | -- | -- | -- | 1370 | -- | 230 | -85 | 4.90 | -- | 1.43 | -- | 0.33 | -- | 494 | 10 | -- |
| Average: | -- | 15 | -- | 7.27 | -- | -- | -- | 1,034 | -- | 152 | -128.3 | 4.64 | -- | 1.14 | -- | 0.23 | -- | 396.3 | 9.7 | -- |
| Range: | -- | 0 | -- | 0.8 | -- | -- | -- | 512 | -- | 118 | 130 | 0.52 | -- | 0.58 | -- | 0.21 | -- | 150 | 1 | -- |
| Median: | -- | 15 | -- | 7.2 | -- | -- | -- | 875 | -- | 113 | -85 | 4.64 | -- | 1.14 | -- | 0.23 | -- | 351 | 10 | -- |
| Loading (lb/day): | -- | 20.19 | -15.33 | 0.79 | -- | 0.15 | -- | 0.06 | -- |
Sample Point Description: Effluent of Drainable 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.
Sample Point - 10A/10B Final |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2015-04-20 | -- | -- | -- | 7.3 | -- | -- | -- | 742 | -- | 102 | -79 | 1.60 | -- | 1.40 | -- | 0.08 | -- | 318 | 8 | -- |
| 2018-05-30 | -- | 11 | -- | 7.4 | -- | -- | -- | 777 | -- | 100 | -73 | 1.69 | -- | 0.69 | -- | 0.16 | -- | 306 | 3 | -- |
| 2019-03-26 | -- | -- | -- | 7.3 | -- | -- | -- | 805 | -- | 97 | -80 | 1.05 | -- | 1.45 | -- | 0.13 | -- | 326 | 5 | -- |
| 2020-06-29 | -- | -- | -- | 8 | -- | -- | -- | 1350 | -- | 226 | -209 | <0.05 | -- | 0.1 | -- | 0.06 | -- | 470 | 5 | -- |
| Minimum: | -- | 11 | -- | 7.3 | -- | -- | -- | 742 | -- | 97 | -209 | 1.05 | -- | 0.1 | -- | 0.06 | -- | 306 | 3 | -- |
| Maximum: | -- | 11 | -- | 8 | -- | -- | -- | 1350 | -- | 226 | -73 | 1.69 | -- | 1.45 | -- | 0.16 | -- | 470 | 8 | -- |
| Average: | -- | 11 | -- | 7.50 | -- | -- | -- | 919 | -- | 131 | -110.3 | 1.45 | -- | 0.91 | -- | 0.11 | -- | 355.0 | 5.3 | -- |
| Range: | -- | 0 | -- | 0.7 | -- | -- | -- | 608 | -- | 129 | 136 | 0.64 | -- | 1.35 | -- | 0.1 | -- | 164 | 5 | -- |
| Median: | -- | 11 | -- | 7.35 | -- | -- | -- | 791 | -- | 101 | -79.5 | 1.6 | -- | 1.05 | -- | 0.11 | -- | 322 | 5 | -- |
| Loading (lb/day): | -- | 13.22 | -9.65 | 0.22 | -- | 0.09 | -- | 0.02 | -- |
Sample Point Description: Final effluent of Robbins Hollow 10A/10B 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.