Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - SR115 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-14 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | -- | -- |
| 2010-04-20 | Import | -- | 250 | 6.2 | 6.34 | 122.0 | 10.6 | 0.1 | -- | 440 | 47.00 | 30.19 | -7.64 | -- | -- | 18.35 | -- | 0.04 | -- | 0.80 | -- | 163.1 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | G&C | -- |
| 2012-05-08 | Import | -- | -- | -- | 5.86 | -- | -- | -- | -- | 381 | -- | 26.23 | 1 | -- | -- | 17.5 | -- | <0.04 | -- | 0.9 | -- | 142.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | G&C | -- |
| 2018-05-09 | Import | -- | 300 | 6.69 | 5.78 | -- | 11.2 | 0.27 | -- | 406 | 40 | 29.22 | -6.17 | -- | -- | 12.69 | -- | <0.10 | -- | 0.67 | -- | 144.9 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | -- | -- |
| 2020-06-17 | -- | assumed | 200 | 6.12 | 6.01 | 75 | 10.9 | 0.25 | -- | 342 | 52 | 37.39 | -9.85 | -- | -- | 11.59 | -- | <0.10 | -- | 0.63 | -- | 119.1 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-04-26 | -- | Bucket Est | 600 | 6.17 | 6.24 | 260 | 11.3 | -- | -- | 380 | 46 | 35.99 | -13.91 | -- | -- | 12.71 | -- | <0.10 | -- | 0.73 | -- | 144.9 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SRI | -- | -- |
| 2023-12-20 | -- | Bucket | 71 | 6.53 | 6.51 | 220 | 9.6 | -- | -- | 443 | 60 | 33.29 | -5.29 | -- | -- | 17.17 | -- | <0.10 | -- | 0.64 | -- | 168.4 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 0 | 6.12 | 5.78 | 75 | 9.6 | 0.1 | -- | 342 | 40 | 26.23 | -13.91 | -- | -- | 11.59 | -- | 0.04 | -- | 0.63 | -- | 119.1 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Maximum: | 0 | 0 | 600 | 6.69 | 6.51 | 260 | 11.3 | 0.27 | -- | 443 | 60 | 37.39 | 1 | -- | -- | 18.35 | -- | 0.04 | -- | 0.9 | -- | 168.4 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Average: | 0 | 0 | 237 | 6.34 | 6.12 | 169 | 10.7 | 0.21 | -- | 399 | 49.00 | 32 | -7.0 | -- | -- | 15.00 | -- | 0.04 | -- | 0.73 | -- | 147.1 | 10.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Range: | 0 | 0 | 600 | 0.57 | 0.73 | 185 | 1.7 | 0.17 | -- | 101 | 20 | 11.16 | 14.91 | -- | -- | 6.76 | -- | 0 | -- | 0.27 | -- | 49.3 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Median: | 0 | 0 | 225 | 6.2 | 6.13 | 171 | 10.9 | 0.25 | -- | 393.5 | 47 | 31.74 | -6.91 | -- | -- | 14.94 | -- | 0.04 | -- | 0.7 | -- | 144.9 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Loading (lb/day): | 158.69 | 114.79 | -34.74 | 47.02 | -- | 0.12 | -- | 2.43 | -- |
Sample Point Description: Abandoned Mine Discharge; SR115 emanates from a deep mine. Typically only flows during high flow periods
- 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 - SR115WL1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-14 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | -- | -- |
| 2010-04-20 | Import | -- | 250 | 6.7 | 6.66 | 106.0 | 15.0 | 9.2 | -- | 410 | 39.0 | 19.76 | -9.60 | -- | -- | 12.90 | -- | <0.04 | -- | 0.77 | -- | 165.3 | 16 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | G&C | -- |
| 2012-05-08 | Import | -- | -- | -- | 6.14 | -- | -- | -- | -- | 365 | -- | 25.83 | -3.38 | -- | -- | 9.6 | -- | <0.04 | -- | 0.86 | -- | 140.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | G&C | -- |
| 2018-05-09 | Import | -- | 300 | 6.8 | 6.07 | -- | 17.1 | 9.59 | -- | 387 | 45 | 20.3 | -4.98 | -- | -- | 9.76 | -- | <0.10 | -- | 0.67 | -- | 142.4 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | CFD | -- | -- | -- |
| 2020-06-17 | -- | bucket est | 200 | 6.53 | 6.24 | 85 | 21.6 | 8.67 | -- | 325 | 59 | 25.78 | -11.23 | -- | -- | 6.84 | -- | <0.10 | -- | 0.68 | -- | 121.1 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-04-26 | -- | Assumed | 300 | 7.22 | 6.73 | 72 | 14.1 | -- | -- | 358 | 47 | 23.54 | -14.7 | -- | -- | 6.32 | -- | <0.10 | -- | 0.72 | -- | 154.7 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SRI | -- | -- |
| 2023-12-20 | -- | Estimated | 47 | 7.5 | 7.04 | 234 | 3.5 | -- | -- | 417 | 35 | 40.5 | -28.81 | -- | -- | 2.36 | 1.55 | <0.10 | <0.10 | 0.64 | 0.62 | 166.5 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 0 | 6.53 | 6.07 | 72 | 3.5 | 8.67 | -- | 325 | 35 | 19.76 | -28.81 | -- | -- | 2.36 | 1.55 | -- | -- | 0.64 | 0.62 | 121.1 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Maximum: | 0 | 0 | 300 | 7.5 | 7.04 | 234 | 21.6 | 9.59 | -- | 417 | 59 | 40.5 | -3.38 | -- | -- | 12.90 | 1.55 | -- | -- | 0.86 | 0.62 | 166.5 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Average: | 0 | 0 | 183 | 6.95 | 6.48 | 124 | 14.3 | 9.15 | -- | 377 | 45.00 | 26 | -12.1 | -- | -- | 7.96 | 1.55 | -- | -- | 0.72 | 0.62 | 148.4 | 14.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Range: | 0 | 0 | 300 | 0.97 | 0.97 | 162 | 18.1 | 0.92 | -- | 92 | 24 | 20.74 | 25.43 | -- | -- | 10.54 | 0 | -- | -- | 0.22 | 0 | 45.4 | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Median: | 0 | 0 | 225 | 6.8 | 6.45 | 95.5 | 15 | 9.2 | -- | 376 | 45 | 24.66 | -10.42 | -- | -- | 8.22 | 1.55 | -- | -- | 0.7 | 0.62 | 148.55 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | 0 | -- |
| Loading (lb/day): | 122.11 | 60.46 | -28.62 | 22.91 | 0.88 | -- | -- | 1.86 | 0.35 |
Sample Point Description: Final Effluent of SR115 passive system. Sampled at wetland spillway.
- 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 - SR115WL2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2023-04-26 | -- | Assumed | 300 | 6.63 | 6.61 | 300 | 13.4 | -- | -- | 348 | 37 | 24.4 | -13.91 | -- | -- | 2.97 | -- | <0.10 | -- | 0.59 | -- | 124.8 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SRI | -- | -- |
| 2023-12-20 | -- | Bucket | 24 | 6.85 | 6.9 | 220 | 3.6 | -- | -- | 360 | 35.5 | 26.24 | -8.82 | -- | -- | 2.87 | 1.32 | <0.10 | <0.10 | 0.39 | 0.38 | 132.6 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 0 | 24 | 6.63 | 6.61 | 220 | 3.6 | -- | -- | 348 | 35.5 | 24.4 | -13.91 | -- | -- | 2.87 | 1.32 | -- | -- | 0.39 | 0.38 | 124.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- |
| Maximum: | -- | 0 | 300 | 6.85 | 6.9 | 300 | 13.4 | -- | -- | 360 | 37 | 26.24 | -8.82 | -- | -- | 2.97 | 1.32 | -- | -- | 0.59 | 0.38 | 132.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- |
| Average: | -- | 0 | 162 | 6.74 | 6.76 | 260 | 8.5 | -- | -- | 354 | 36.25 | 25 | -11.4 | -- | -- | 2.92 | 1.32 | -- | -- | 0.49 | 0.38 | 128.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- |
| Range: | -- | 0 | 276 | 0.22 | 0.29 | 80 | 9.8 | -- | -- | 12 | 1.5 | 1.84 | 5.09 | -- | -- | 0.1 | 0 | -- | -- | 0.2 | 0 | 7.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- |
| Median: | -- | 0 | 162 | 6.74 | 6.76 | 260 | 8.5 | -- | -- | 354 | 36.25 | 25.32 | -11.37 | -- | -- | 2.92 | 1.32 | -- | -- | 0.49 | 0.38 | 128.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- |
| Loading (lb/day): | 71.83 | 47.78 | -26.35 | 5.77 | 0.38 | -- | -- | 1.12 | 0.11 |
Sample Point Description:
Effluent of the 2nd wetland.
- 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.