Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - ALD |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description:
Anoxic Limestone Drain
- 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 - Morrison SAP |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2023-05-09 | Measured | 43.6 | 6.36 | 6.21 | -- | -- | 18.5 | 1688 | 188 | 27.40 | 88.39 | 97.69 | -- | 31.01 | -- | 0.62 | -- | 801.9 | 72 | -- |
| Minimum: | 0 | 43.6 | 6.36 | 6.21 | -- | -- | 18.5 | 1688 | 188 | 27.40 | 88.39 | 97.69 | -- | 31.01 | -- | 0.62 | -- | 801.9 | 72 | -- |
| Maximum: | 0 | 43.6 | 6.36 | 6.21 | -- | -- | 18.5 | 1688 | 188 | 27.40 | 88.39 | 97.69 | -- | 31.01 | -- | 0.62 | -- | 801.9 | 72 | -- |
| Average: | 0 | 44 | 6.36 | 6.21 | -- | -- | 18.5 | 1,688 | 188.00 | 27 | 88.4 | 97.69 | -- | 31.01 | -- | 0.62 | -- | 801.9 | 72.0 | -- |
| Range: | 0 | 0 | 0 | 0 | -- | -- | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- |
| Median: | 0 | 43.6 | 6.36 | 6.21 | -- | -- | 18.5 | 1688 | 188 | 27.4 | 88.39 | 97.69 | -- | 31.01 | -- | 0.62 | -- | 801.9 | 72 | -- |
| Loading (lb/day): | 98.53 | 14.36 | 46.32 | 51.2 | -- | 16.25 | -- | 0.32 | -- |
Sample Point Description:
Outflow of the SAP (the first pond of the 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 - Morrison 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-02 | Assumed | 52.5 | 6.94 | 6.24 | -- | -- | 21.8 | 1494 | 88 | 39.35 | 83.13 | 65.73 | -- | 26.43 | -- | <0.10 | -- | 743 | 87 | -- |
| 2023-05-09 | Assumed | 43.6 | 6.24 | 6.07 | -- | -- | 22.8 | 1544 | 60 | 4.48 | 74.67 | 65.02 | -- | 33.33 | -- | 0.57 | -- | 705.6 | 42 | -- |
| Minimum: | 0 | 43.6 | 6.24 | 6.07 | -- | -- | 21.8 | 1494 | 60 | 4.48 | 74.67 | 65.02 | -- | 26.43 | -- | 0.57 | -- | 705.6 | 42 | -- |
| Maximum: | 0 | 52.5 | 6.94 | 6.24 | -- | -- | 22.8 | 1544 | 88 | 39.35 | 83.13 | 65.73 | -- | 33.33 | -- | 0.57 | -- | 743 | 87 | -- |
| Average: | 0 | 48 | 6.59 | 6.16 | -- | -- | 22.3 | 1,519 | 74.00 | 22 | 78.9 | 65.38 | -- | 29.88 | -- | 0.57 | -- | 724.3 | 64.5 | -- |
| Range: | 0 | 8.9 | 0.7 | 0.17 | -- | -- | 1 | 50 | 28 | 34.87 | 8.46 | 0.71000000000001 | -- | 6.9 | -- | 0 | -- | 37.4 | 45 | -- |
| Median: | 0 | 48.05 | 6.59 | 6.16 | -- | -- | 22.3 | 1519 | 74 | 21.92 | 78.9 | 65.38 | -- | 29.88 | -- | 0.57 | -- | 724.3 | 64.5 | -- |
| Loading (lb/day): | 43.49 | 13.59 | 45.8 | 37.78 | -- | 17.07 | -- | 0.3 | -- |
Sample Point Description:
Effluent of settling pond and final effluent of the Morrison passive 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.