Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - SC4 |
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) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-10 | SIS | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | -- | 0 | 5 | -- | 0.09 | 0.116 | -- | 0.509 | -- | 0.561 | -- | 54.7 | 5 | 9.67 | -- | -- | 7.48 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 55 | -- | -- | -- |
| 2012-07-23 | Import | -- | 500 | 5 | 5 | 428 | -- | 8.86 | -- | 186 | -- | 7 | 26 | -- | -- | 0.25 | -- | 0.46 | -- | 0.51 | -- | 45 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | -- | 500 | 5 | 5 | 428 | -- | 8.86 | -- | 186 | -- | 0 | 5 | -- | 0.09 | 0.116 | -- | 0.46 | -- | 0.51 | -- | 45 | 5 | 9.67 | -- | -- | 7.48 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 55 | -- | -- | -- |
| Maximum: | 0 | -- | 500 | 5 | 5.1 | 428 | -- | 8.86 | -- | 186 | -- | 7 | 26 | -- | 0.09 | 0.25 | -- | 0.509 | -- | 0.561 | -- | 54.7 | 5 | 9.67 | -- | -- | 7.48 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 55 | -- | -- | -- |
| Average: | 0 | -- | 500 | 5.00 | 5.05 | 428 | -- | 8.86 | -- | 186 | -- | 4 | 15.5 | -- | 0.09 | 0.18 | -- | 0.48 | -- | 0.54 | -- | 49.9 | 5.0 | 9.67 | -- | -- | 7.48 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 55.00 | -- | -- | -- |
| Range: | 0 | -- | 0 | 0 | 0.1 | 0 | -- | 0 | -- | 0 | -- | 7 | 21 | -- | 0 | 0.134 | -- | 0.049 | -- | 0.051 | -- | 9.7 | 0 | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | -- | 500 | 5 | 5.05 | 428 | -- | 8.86 | -- | 186 | -- | 3.5 | 15.5 | -- | 0.09 | 0.18 | -- | 0.48 | -- | 0.54 | -- | 49.85 | 5 | 9.67 | -- | -- | 7.48 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 55 | -- | -- | -- |
| Loading (lb/day): | -- | 42.07 | 156.26 | 1.5 | -- | 2.76 | -- | 3.07 | -- |
Sample Point Description: upstream of diversion well
- 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 - SCD |
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) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-10 | SIS | -- | -- | -- | 5.8 | -- | -- | -- | -- | -- | -- | 1.4 | 2 | -- | 0.13 | 0.289 | -- | 0.701 | -- | 0.512 | -- | 46 | 5 | 8.874 | -- | -- | 6.918 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 51 | -- | -- | -- |
| 2012-07-23 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | -- | 0 | -- | 5.8 | -- | -- | -- | -- | -- | -- | 1.4 | 2 | -- | 0.13 | 0.289 | -- | 0.701 | -- | 0.512 | -- | 46 | 5 | 8.874 | -- | -- | 6.918 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 51 | -- | -- | -- |
| Maximum: | 0 | -- | 0 | -- | 5.8 | -- | -- | -- | -- | -- | -- | 1.4 | 2 | -- | 0.13 | 0.289 | -- | 0.701 | -- | 0.512 | -- | 46 | 5 | 8.874 | -- | -- | 6.918 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 51 | -- | -- | -- |
| Average: | 0 | -- | 0 | -- | 5.80 | -- | -- | -- | -- | -- | -- | 1 | 2.0 | -- | 0.13 | 0.29 | -- | 0.70 | -- | 0.51 | -- | 46.0 | 5.0 | 8.87 | -- | -- | 6.92 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 51.00 | -- | -- | -- |
| Range: | 0 | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | 0 | 0 | -- | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | -- | 0 | -- | 5.8 | -- | -- | -- | -- | -- | -- | 1.4 | 2 | -- | 0.13 | 0.29 | -- | 0.7 | -- | 0.51 | -- | 46 | 5 | 8.87 | -- | -- | 6.92 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 51 | -- | -- | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: downstream of diversion well
- 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.