Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - 140-A1 |
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 (Dissolved) (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | Zn (Dissolved) (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments | Specific Conductance Field (mS/cm) | Cd (Total) (mg/L) | Carbon (Total) (mg/L) | Be (Total) (mg/L) | Ba (Total) (mg/L) | Boron (Total) (mg/L) | As (Total) (mg/L) | Se (Total) (mg/L) | Sb (Total) (mg/L) | Pb (Total) (mg/L) | Sn (Total) (mg/L) | V (Total) (mg/L) | TSS (mg/L) | Ni (Total) (mg/L) | Cu (Total) (mg/L) | Cr (Total) (mg/L) | Hardness (mg/L) | Hg (Total) (mg/L) | Mo (Total) (mg/L) | Nitrate (Total) (mg/L) |
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2004-11-29 | SIS | -- | -- | -- | 5.5 | -- | -- | -- | -- | -- | -- | 12 | 38.6 | -- | -- | 4.93 | -- | 0.959 | -- | 1.44 | -- | 101.3 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-02-20 | SIS | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | -- | 16.4 | 2 | -- | -- | 4.438 | -- | 0.556 | -- | 1.664 | -- | 104.7 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2012-07-23 | Import | -- | 1000 | 6.7 | 5.5 | 275 | 12 | 10.75 | -- | 264 | -- | 11 | 27 | -- | -- | 6.30 | -- | 0.44 | -- | 1.59 | -- | 99 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | -- | 1000 | 6.7 | 5.5 | 275 | 12 | 10.75 | -- | 264 | -- | 11 | 2 | -- | -- | 4.438 | -- | 0.44 | -- | 1.44 | -- | 99 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Maximum: | 0 | -- | 1000 | 6.7 | 6.1 | 275 | 12 | 10.75 | -- | 264 | -- | 16.4 | 38.6 | -- | -- | 6.30 | -- | 0.959 | -- | 1.664 | -- | 104.7 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Average: | 0 | -- | 1,000 | 6.70 | 5.70 | 275 | 12.0 | 10.75 | -- | 264 | -- | 13 | 22.5 | -- | -- | 5.22 | -- | 0.65 | -- | 1.56 | -- | 101.7 | 5.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Range: | 0 | -- | 0 | 0 | 0.6 | 0 | 0 | 0 | -- | 0 | -- | 5.4 | 36.6 | -- | -- | 1.862 | -- | 0.519 | -- | 0.224 | -- | 5.7 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Median: | 0 | -- | 1000 | 6.7 | 5.5 | 275 | 12 | 10.75 | -- | 264 | -- | 12 | 27 | -- | -- | 4.93 | -- | 0.56 | -- | 1.59 | -- | 101.3 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Loading (lb/day): | -- | 132.22 | 324.54 | 75.73 | -- | 5.29 | -- | 19.11 | -- |
Sample Point Description: inflow to the Lorberry Wetland Project; AKA LW IN
- 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 - 140-D1 |
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 (Dissolved) (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | Zn (Dissolved) (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments | Specific Conductance Field (mS/cm) | Cd (Total) (mg/L) | Carbon (Total) (mg/L) | Be (Total) (mg/L) | Ba (Total) (mg/L) | Boron (Total) (mg/L) | As (Total) (mg/L) | Se (Total) (mg/L) | Sb (Total) (mg/L) | Pb (Total) (mg/L) | Sn (Total) (mg/L) | V (Total) (mg/L) | TSS (mg/L) | Ni (Total) (mg/L) | Cu (Total) (mg/L) | Cr (Total) (mg/L) | Hardness (mg/L) | Hg (Total) (mg/L) | Mo (Total) (mg/L) | Nitrate (Total) (mg/L) |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2004-11-29 | SIS | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | -- | 11.4 | 12.6 | -- | -- | 0.3 | -- | 0.5 | -- | 0.721 | -- | 78.4 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2008-02-20 | SIS | -- | -- | -- | 6.7 | -- | -- | -- | -- | -- | -- | 13.6 | 2.2 | -- | -- | 1.49 | -- | 0.5 | -- | 1.551 | -- | 109.6 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2012-07-23 | Import | -- | 141 | 5.9 | 5.4 | 373 | 28 | 7.11 | -- | 244 | -- | 8 | 21 | -- | -- | 0.11 | -- | 0 | -- | 1.30 | -- | 94 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | -- | 141 | 5.9 | 5.4 | 373 | 28 | 7.11 | -- | 244 | -- | 8 | 2.2 | -- | -- | 0.11 | -- | 0 | -- | 0.721 | -- | 78.4 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Maximum: | 0 | -- | 141 | 5.9 | 6.7 | 373 | 28 | 7.11 | -- | 244 | -- | 13.6 | 21 | -- | -- | 1.49 | -- | 0.5 | -- | 1.551 | -- | 109.6 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Average: | 0 | -- | 141 | 5.90 | 6.20 | 373 | 28.0 | 7.11 | -- | 244 | -- | 11 | 11.9 | -- | -- | 0.63 | -- | 0.33 | -- | 1.19 | -- | 94.0 | 2.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Range: | 0 | -- | 0 | 0 | 1.3 | 0 | 0 | 0 | -- | 0 | -- | 5.6 | 18.8 | -- | -- | 1.38 | -- | 0.5 | -- | 0.83 | -- | 31.2 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Median: | 0 | -- | 141 | 5.9 | 6.5 | 373 | 28 | 7.11 | -- | 244 | -- | 11.4 | 12.6 | -- | -- | 0.3 | -- | 0.5 | -- | 1.3 | -- | 94 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Loading (lb/day): | -- | 13.56 | 35.59 | 0.19 | -- | -- | -- | 2.2 | -- |
Sample Point Description: Outflow of Lorberry Wetland Project; AKA LW OUT
- 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.