Full Water Quality Report
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Daiva Water Quality Report - DA(ALDdis) |
Export Sample Point Report / Inflow: Yes / Outflow: No
Date | D. PO4 (mg/L) | T. PO4 (mg/L) | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Ca (Total) (mg/L) Lab | D. Al - Lab (mg/L) | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | TSS - Lab (mg/L) | D. O Zn (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-15 | -- | -- | -- | 20.0 | Import | 5.84 | 155.0 | 70.53 | -- | -- | -- | 0.06 | -- | -- | -- | -- | -- | 11.3 | -- | -- | -- | -- | -- | 54.63 | -- | 37.04 | -- | 5.88 | 5.99 | -- | -- | Morrow | 909 | 414.2 | -- | 10 | -- |
| 2010-04-12 | -- | -- | -- | -- | Import | -28.81 | 65.0 | 53.16 | -- | -- | -- | 0.04 | -- | -- | -- | -- | -- | 9.9 | -- | -- | -- | -- | -- | 0.88 | -- | 22.14 | -- | 6.07 | 6.58 | -- | -- | Morrow | 829 | 354.2 | -- | 9 | -- |
| 2012-05-13 | -- | -- | -- | 48 | Import | -3.98 | 88 | 69.28 | -- | -- | -- | <0.04 | -- | 500935 | -- | -- | -- | 11 | -- | -- | -- | -- | -- | 25.66 | -- | 12.98 | 5.89 | -- | 6.08 | -- | -- | MORROW | 867 | 368.5 | -- | <5 | -- |
| 2015-05-01 | -- | -- | -- | -- | Import | -22.46 | 55 | 26.23 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 14.1 | -- | -- | -- | -- | -- | 11.4 | -- | 5.14 | -- | 5.8 | 6.83 | -- | -- | Marrow | 632 | 191.8 | -- | 18 | -- |
| 2018-05-08 | -- | -- | -- | -- | Import | -26.07 | 44 | 53.73 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 18.8 | -- | -- | -- | -- | -- | 10.29 | -- | 8.39 | -- | 6.02 | 5.99 | -- | -- | AR | 846 | 331.2 | -- | 5 | -- |
| 2020-05-21 | -- | -- | -- | -- | -- | -16.94 | 40 | 29.00 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 21.7 | -- | -- | -- | -- | -- | 1.35 | -- | 1.38 | -- | 6.27 | 6.53 | -- | G&C | -- | 528 | 207.5 | -- | <5 | -- |
| Minimum: | -- | -- | -- | 20.0 | 0 | -28.81 | 40 | 26.23 | -- | -- | -- | 0.04 | -- | 500935 | -- | -- | -- | 9.9 | -- | -- | -- | -- | -- | 0.88 | -- | 1.38 | 5.89 | 5.8 | 5.99 | -- | 0 | 0 | 528 | 191.8 | -- | 5 | -- |
| Maximum: | -- | -- | -- | 48 | 0 | 5.84 | 155.0 | 70.53 | -- | -- | -- | 0.06 | -- | 500935 | -- | -- | -- | 21.7 | -- | -- | -- | -- | -- | 54.63 | -- | 37.04 | 5.89 | 6.27 | 6.83 | -- | 0 | 0 | 909 | 414.2 | -- | 18 | -- |
| Average: | -- | -- | -- | 34 | 0 | -15.40 | 74.50 | 50 | -- | -- | -- | 0.05 | -- | 500,935.00 | -- | -- | -- | 14.5 | -- | -- | -- | -- | -- | 17.37 | -- | 14.51 | 6 | 6.01 | 6.33 | -- | 0 | 0 | 769 | 311.2 | -- | 10.5 | -- |
| Range: | -- | -- | -- | 28 | -- | 34.65 | 115 | 44.3 | -- | -- | -- | 0.02 | -- | 0 | -- | -- | -- | 11.8 | -- | -- | -- | -- | -- | 53.75 | -- | 35.66 | 0 | 0.47 | 0.84 | -- | -- | -- | 381 | 222.4 | -- | 13 | -- |
| Median: | -- | -- | -- | 34 | -- | -19.7 | 60 | 53.45 | -- | -- | -- | 0.05 | -- | 500935 | -- | -- | -- | 12.7 | -- | -- | -- | -- | -- | 10.85 | -- | 10.69 | 5.89 | 6.02 | 6.31 | -- | -- | -- | 837.5 | 342.7 | -- | 9.5 | -- |
| Loading (lb/day): | -0.45 | 44.02 | 28.46 | -- | 0.01 | -- | 13.97 | -- | 8.2 |
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.
Daiva Water Quality Report - DA(sysdis) |
Export Sample Point Report / Inflow: No / Outflow: Yes
Date | D. PO4 (mg/L) | T. PO4 (mg/L) | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Ca (Total) (mg/L) Lab | D. Al - Lab (mg/L) | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | TSS - Lab (mg/L) | D. O Zn (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-15 | -- | -- | -- | 20.0 | Import | -32.16 | 119.0 | 58.07 | -- | -- | -- | <0.04 | -- | -- | -- | -- | -- | 14.2 | -- | -- | -- | -- | -- | 8.02 | -- | 9.52 | -- | 6.03 | 6.15 | -- | -- | Morrow | 860 | 407.1 | -- | 9 | -- |
| 2010-04-12 | -- | -- | -- | -- | Import | -5.68 | 55.0 | 71.82 | -- | -- | -- | 0.04 | -- | -- | -- | -- | -- | 12.5 | -- | -- | -- | -- | -- | 16.54 | -- | 10.07 | -- | 6.37 | 6.17 | -- | -- | Morrow | 896 | 354.2 | -- | 3 | -- |
| 2012-05-13 | -- | -- | -- | 48 | Import | -29.65 | 35 | 41.73 | -- | -- | -- | <0.04 | -- | 500934 | -- | -- | -- | 13.6 | -- | -- | -- | -- | -- | 1.9 | -- | 10.16 | 5.8 | -- | 6.51 | -- | -- | MORROW | 804 | 357 | -- | <5 | -- |
| 2015-05-01 | -- | -- | -- | -- | Import | -33.28 | 41 | 41.69 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 15.5 | -- | -- | -- | -- | -- | 1.23 | -- | 8.03 | -- | 6.3 | 6.69 | -- | -- | Marrow | 834 | 331 | -- | 5 | -- |
| 2018-05-08 | -- | -- | -- | -- | Import | -41.59 | 48 | 49.96 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 18.8 | -- | -- | -- | -- | -- | 0.94 | -- | 6.38 | -- | 6.77 | 6.77 | -- | -- | AR | 887 | 367.7 | -- | <5 | -- |
| 2020-05-21 | -- | -- | -- | -- | -- | -41.96 | 52 | 53.11 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 21.4 | -- | -- | -- | -- | -- | 0.70 | -- | 4.60 | -- | 7.22 | 7.25 | -- | G&C | -- | 763 | 304.3 | -- | <5 | -- |
| Minimum: | -- | -- | -- | 20.0 | 0 | -41.96 | 35 | 41.69 | -- | -- | -- | 0.04 | -- | 500934 | -- | -- | -- | 12.5 | -- | -- | -- | -- | -- | 0.70 | -- | 4.60 | 5.8 | 6.03 | 6.15 | -- | 0 | 0 | 763 | 304.3 | -- | 3 | -- |
| Maximum: | -- | -- | -- | 48 | 0 | -5.68 | 119.0 | 71.82 | -- | -- | -- | 0.04 | -- | 500934 | -- | -- | -- | 21.4 | -- | -- | -- | -- | -- | 16.54 | -- | 10.16 | 5.8 | 7.22 | 7.25 | -- | 0 | 0 | 896 | 407.1 | -- | 9 | -- |
| Average: | -- | -- | -- | 34 | 0 | -30.72 | 58.33 | 53 | -- | -- | -- | 0.04 | -- | 500,934.00 | -- | -- | -- | 16.0 | -- | -- | -- | -- | -- | 4.89 | -- | 8.13 | 6 | 6.54 | 6.59 | -- | 0 | 0 | 841 | 353.6 | -- | 5.7 | -- |
| Range: | -- | -- | -- | 28 | -- | 36.28 | 84 | 30.13 | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | 8.9 | -- | -- | -- | -- | -- | 15.84 | -- | 5.56 | 0 | 1.19 | 1.1 | -- | -- | -- | 133 | 102.8 | -- | 6 | -- |
| Median: | -- | -- | -- | 34 | -- | -32.72 | 50 | 51.54 | -- | -- | -- | 0.04 | -- | 500934 | -- | -- | -- | 14.85 | -- | -- | -- | -- | -- | 1.57 | -- | 8.78 | 5.8 | 6.37 | 6.6 | -- | -- | -- | 847 | 355.6 | -- | 5 | -- |
| Loading (lb/day): | -12.42 | 24.4 | 19.02 | -- | -- | -- | 1.51 | -- | 4.08 |
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.