Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - DA(ALDdis) |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-15 | Import | -- | 20.0 | 5.88 | 5.99 | -- | 11.3 | -- | -- | 909 | 155.0 | 70.53 | 5.84 | -- | -- | 54.63 | -- | 0.06 | -- | 37.04 | -- | 414.2 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Morrow | -- | -- | -- |
| 2010-04-12 | Import | -- | -- | 6.07 | 6.58 | -- | 9.9 | -- | -- | 829 | 65.0 | 53.16 | -28.81 | -- | -- | 0.88 | -- | 0.04 | -- | 22.14 | -- | 354.2 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Morrow | -- | -- | -- |
| 2012-05-13 | Import | -- | 48 | -- | 6.08 | 5.89 | 11 | -- | -- | 867 | 88 | 69.28 | -3.98 | -- | -- | 25.66 | -- | <0.04 | -- | 12.98 | -- | 368.5 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MORROW | -- | -- | 500935 |
| 2015-05-01 | Import | -- | -- | 5.8 | 6.83 | -- | 14.1 | -- | -- | 632 | 55 | 26.23 | -22.46 | -- | -- | 11.4 | -- | <0.10 | -- | 5.14 | -- | 191.8 | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Marrow | -- | -- | -- |
| 2018-05-08 | Import | -- | -- | 6.02 | 5.99 | -- | 18.8 | -- | -- | 846 | 44 | 53.73 | -26.07 | -- | -- | 10.29 | -- | <0.10 | -- | 8.39 | -- | 331.2 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | AR | -- | -- | -- |
| 2020-05-21 | -- | -- | -- | 6.27 | 6.53 | -- | 21.7 | -- | -- | 528 | 40 | 29.00 | -16.94 | -- | -- | 1.35 | -- | <0.10 | -- | 1.38 | -- | 207.5 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C | -- |
| 2023-05-09 | -- | Measured | 21 | 5.94 | 6.23 | -- | 12.2 | -- | -- | 799 | 88 | 45.96 | -32.53 | -- | -- | 15.00 | -- | 0.66 | -- | 9.74 | -- | 330.2 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 20.0 | 5.8 | 5.99 | 5.89 | 9.9 | -- | -- | 528 | 40 | 26.23 | -32.53 | -- | -- | 0.88 | -- | 0.04 | -- | 1.38 | -- | 191.8 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500935 |
| Maximum: | 0 | 0 | 48 | 6.27 | 6.83 | 5.89 | 21.7 | -- | -- | 909 | 155.0 | 70.53 | 5.84 | -- | -- | 54.63 | -- | 0.66 | -- | 37.04 | -- | 414.2 | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500935 |
| Average: | 0 | 0 | 30 | 6.00 | 6.32 | 6 | 14.1 | -- | -- | 773 | 76.43 | 50 | -17.9 | -- | -- | 17.03 | -- | 0.25 | -- | 13.83 | -- | 313.9 | 10.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500,935.00 |
| Range: | 0 | 0 | 28 | 0.47 | 0.84 | 0 | 11.8 | -- | -- | 381 | 115 | 44.3 | 38.37 | -- | -- | 53.75 | -- | 0.62 | -- | 35.66 | -- | 222.4 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 0 |
| Median: | 0 | 0 | 21 | 5.98 | 6.23 | 5.89 | 12.2 | -- | -- | 829 | 65 | 53.16 | -22.46 | -- | -- | 11.4 | -- | 0.06 | -- | 9.74 | -- | 331.2 | 9.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500935 |
| Loading (lb/day): | 36.75 | 22.84 | -3.03 | 10.57 | -- | 0.09 | -- | 6.28 | -- |
Sample Point Description: Effluent of 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 - DA(sysdis) |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-15 | Import | -- | 20.0 | 6.03 | 6.15 | -- | 14.2 | -- | -- | 860 | 119.0 | 58.07 | -32.16 | -- | -- | 8.02 | -- | <0.04 | -- | 9.52 | -- | 407.1 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Morrow | -- | -- | -- |
| 2010-04-12 | Import | -- | -- | 6.37 | 6.17 | -- | 12.5 | -- | -- | 896 | 55.0 | 71.82 | -5.68 | -- | -- | 16.54 | -- | 0.04 | -- | 10.07 | -- | 354.2 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Morrow | -- | -- | -- |
| 2012-05-13 | Import | -- | 48 | -- | 6.51 | 5.8 | 13.6 | -- | -- | 804 | 35 | 41.73 | -29.65 | -- | -- | 1.9 | -- | <0.04 | -- | 10.16 | -- | 357 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MORROW | -- | -- | 500934 |
| 2015-05-01 | Import | -- | -- | 6.3 | 6.69 | -- | 15.5 | -- | -- | 834 | 41 | 41.69 | -33.28 | -- | -- | 1.23 | -- | <0.10 | -- | 8.03 | -- | 331 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Marrow | -- | -- | -- |
| 2018-05-08 | Import | -- | -- | 6.77 | 6.77 | -- | 18.8 | -- | -- | 887 | 48 | 49.96 | -41.59 | -- | -- | 0.94 | -- | <0.10 | -- | 6.38 | -- | 367.7 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | AR | -- | -- | -- |
| 2020-05-21 | -- | -- | -- | 7.22 | 7.25 | -- | 21.4 | -- | -- | 763 | 52 | 53.11 | -41.96 | -- | -- | 0.70 | -- | <0.10 | -- | 4.60 | -- | 304.3 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C | -- |
| 2023-05-09 | -- | Assumed | 21 | 6.43 | 6.84 | -- | 16.0 | -- | -- | 760 | 52 | 42.47 | -32.34 | -- | -- | 5.65 | -- | 0.57 | -- | 5.26 | -- | 302 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 20.0 | 6.03 | 6.15 | 5.8 | 12.5 | -- | -- | 760 | 35 | 41.69 | -41.96 | -- | -- | 0.70 | -- | 0.04 | -- | 4.60 | -- | 302 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500934 |
| Maximum: | 0 | 0 | 48 | 7.22 | 7.25 | 5.8 | 21.4 | -- | -- | 896 | 119.0 | 71.82 | -5.68 | -- | -- | 16.54 | -- | 0.57 | -- | 10.16 | -- | 407.1 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500934 |
| Average: | 0 | 0 | 30 | 6.52 | 6.63 | 6 | 16.0 | -- | -- | 829 | 57.43 | 51 | -31.0 | -- | -- | 5.00 | -- | 0.31 | -- | 7.72 | -- | 346.2 | 5.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500,934.00 |
| Range: | 0 | 0 | 28 | 1.19 | 1.1 | 0 | 8.9 | -- | -- | 136 | 84 | 30.13 | 36.28 | -- | -- | 15.84 | -- | 0.53 | -- | 5.56 | -- | 105.1 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 0 |
| Median: | 0 | 0 | 21 | 6.4 | 6.69 | 5.8 | 15.5 | -- | -- | 834 | 52 | 49.96 | -32.34 | -- | -- | 1.9 | -- | 0.31 | -- | 8.03 | -- | 354.2 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | 500934 |
| Loading (lb/day): | 20.64 | 16.25 | -11 | 1.48 | -- | 0.14 | -- | 3.16 | -- |
Sample Point Description: Final Effluent of Daiva Passive System; Effluent of Aerobic Pond
- 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.