Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - SR115 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-14 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-04-20 | -- | 250 | 6.2 | 6.34 | 122.0 | 0.1 | 10.6 | 440 | 47.00 | 30.19 | -7.64 | 18.35 | -- | 0.80 | -- | 0.04 | -- | 163.1 | 10 | -- |
| 2012-05-08 | -- | -- | -- | 5.86 | -- | -- | -- | 381 | -- | 26.23 | 1 | 17.5 | -- | 0.9 | -- | <0.04 | -- | 142.3 | 13 | -- |
| 2018-05-09 | -- | 300 | 6.69 | 5.78 | -- | 0.27 | 11.2 | 406 | 40 | 29.22 | -6.17 | 12.69 | -- | 0.67 | -- | <0.10 | -- | 144.9 | 6 | -- |
| 2020-06-17 | assumed | 200 | 6.12 | 6.01 | 75 | 0.25 | 10.9 | 342 | 52 | 37.39 | -9.85 | 11.59 | -- | 0.63 | -- | <0.10 | -- | 119.1 | 8 | -- |
| 2023-04-26 | Bucket Est | 600 | 6.17 | 6.24 | 260 | -- | 11.3 | 380 | 46 | 35.99 | -13.91 | 12.71 | -- | 0.73 | -- | <0.10 | -- | 144.9 | 13 | -- |
| 2023-12-20 | Bucket | 71 | 6.53 | 6.51 | 220 | -- | 9.6 | 443 | 60 | 33.29 | -5.29 | 17.17 | -- | 0.64 | -- | <0.10 | -- | 168.4 | <5 | -- |
| 2024-03-20 | Measured | 411 | 6.25 | 6.08 | 180 | -- | 8.5 | 334 | 51 | -- | -- | 12.39 | -- | 0.59 | -- | 0.95 | -- | 111.9 | 12 | -- |
| 2025-04-22 | Assumed/Bucket | 300 | 6.24 | 6.43 | 120 | 4.92 | 11.1 | 369 | 51 | 32 | -17 | 11.9 | -- | 0.73 | -- | < 0.1 | -- | 145 | 6 | -- |
| Minimum: | 0 | 0 | 6.12 | 5.78 | 75 | 0.1 | 8.5 | 334 | 40 | 26.23 | -17 | 11.59 | -- | 0.59 | -- | 0.04 | -- | 111.9 | 6 | -- |
| Maximum: | 0 | 600 | 6.69 | 6.51 | 260 | 4.92 | 11.3 | 443 | 60 | 37.39 | 1 | 18.35 | -- | 0.9 | -- | 0.95 | -- | 168.4 | 13 | -- |
| Average: | 0 | 267 | 6.31 | 6.16 | 163 | 1.39 | 10.5 | 387 | 49.57 | 32 | -8.4 | 14.29 | -- | 0.71 | -- | 0.50 | -- | 142.5 | 9.7 | -- |
| Range: | 0 | 600 | 0.57 | 0.73 | 185 | 4.82 | 2.8 | 109 | 20 | 11.16 | 18 | 6.76 | -- | 0.31 | -- | 0.91 | -- | 56.5 | 7 | -- |
| Median: | 0 | 275 | 6.24 | 6.16 | 151 | 0.26 | 10.9 | 380.5 | 51 | 32 | -7.64 | 12.7 | -- | 0.7 | -- | 0.5 | -- | 144.9 | 10 | -- |
| Loading (lb/day): | 175.61 | 114.89 | -39.17 | 48.46 | -- | 2.53 | -- | 2.41 | -- |
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 | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-14 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-04-20 | -- | 250 | 6.7 | 6.66 | 106.0 | 9.2 | 15.0 | 410 | 39.0 | 19.76 | -9.60 | 12.90 | -- | 0.77 | -- | <0.04 | -- | 165.3 | 16 | -- |
| 2012-05-08 | -- | -- | -- | 6.14 | -- | -- | -- | 365 | -- | 25.83 | -3.38 | 9.6 | -- | 0.86 | -- | <0.04 | -- | 140.3 | 8 | -- |
| 2018-05-09 | -- | 300 | 6.8 | 6.07 | -- | 9.59 | 17.1 | 387 | 45 | 20.3 | -4.98 | 9.76 | -- | 0.67 | -- | <0.10 | -- | 142.4 | 10 | -- |
| 2020-06-17 | bucket est | 200 | 6.53 | 6.24 | 85 | 8.67 | 21.6 | 325 | 59 | 25.78 | -11.23 | 6.84 | -- | 0.68 | -- | <0.10 | -- | 121.1 | 11 | -- |
| 2023-04-26 | Assumed | 300 | 7.22 | 6.73 | 72 | -- | 14.1 | 358 | 47 | 23.54 | -14.7 | 6.32 | -- | 0.72 | -- | <0.10 | -- | 154.7 | 26 | -- |
| 2023-12-20 | Estimated | 47 | 7.5 | 7.04 | 234 | -- | 3.5 | 417 | 35 | 40.5 | -28.81 | 2.36 | 1.55 | 0.64 | 0.62 | <0.10 | <0.10 | 166.5 | <5 | -- |
| 2024-03-20 | Estimated | 263 | 6.65 | 6.82 | 173 | -- | 9.1 | 331 | 49 | -- | -- | 8.91 | 6.4 | 0.60 | 0.58 | 0.40 | <0.10 | 104.4 | 16 | -- |
| 2025-04-22 | Assumed | 225 | 6.73 | 6.78 | 49 | 9.89 | 17.4 | 350 | 44 | 24 | -17 | 7.28 | -- | 0.7 | -- | < 0.1 | -- | 138 | 11 | -- |
| Minimum: | 0 | 0 | 6.53 | 6.07 | 49 | 8.67 | 3.5 | 325 | 35 | 19.76 | -28.81 | 2.36 | 1.55 | 0.60 | 0.58 | 0.40 | -- | 104.4 | 8 | -- |
| Maximum: | 0 | 300 | 7.5 | 7.04 | 234 | 9.89 | 21.6 | 417 | 59 | 40.5 | -3.38 | 12.90 | 6.4 | 0.86 | 0.62 | 0.40 | -- | 166.5 | 26 | -- |
| Average: | 0 | 198 | 6.88 | 6.56 | 120 | 9.34 | 14.0 | 368 | 45.43 | 26 | -12.8 | 8.00 | 3.98 | 0.71 | 0.60 | 0.40 | -- | 141.6 | 14.0 | -- |
| Range: | 0 | 300 | 0.97 | 0.97 | 185 | 1.22 | 18.1 | 92 | 24 | 20.74 | 25.43 | 10.54 | 4.85 | 0.26 | 0.04 | 0 | -- | 62.1 | 18 | -- |
| Median: | 0 | 237.5 | 6.73 | 6.7 | 95.5 | 9.4 | 15 | 361.5 | 45 | 24 | -11.23 | 8.1 | 3.98 | 0.69 | 0.6 | 0.4 | -- | 141.35 | 11 | -- |
| Loading (lb/day): | 126.35 | 61.2 | -31.51 | 23.2 | 10.55 | 1.87 | 1.09 | 1.26 | -- |
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 | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2023-04-26 | Assumed | 300 | 6.63 | 6.61 | 300 | -- | 13.4 | 348 | 37 | 24.4 | -13.91 | 2.97 | -- | 0.59 | -- | <0.10 | -- | 124.8 | <5 | -- |
| 2023-12-20 | Bucket | 24 | 6.85 | 6.9 | 220 | -- | 3.6 | 360 | 35.5 | 26.24 | -8.82 | 2.87 | 1.32 | 0.39 | 0.38 | <0.10 | <0.10 | 132.6 | <5 | -- |
| 2024-03-20 | Measured | 148 | 6.65 | 6.94 | 209 | -- | 7.3 | 325 | 37 | -- | -- | 2.92 | 1.93 | 0.53 | 0.51 | 0.40 | 0.11 | 100.0 | <5 | -- |
| 2025-04-22 | Bucket | 75 | 6.6 | 7.1 | 195 | 8.24 | 16.3 | 339 | 43 | 22 | -16 | 3.86 | -- | 0.66 | -- | < 0.1 | -- | 133 | < 5 | -- |
| Minimum: | 0 | 24 | 6.6 | 6.61 | 195 | 8.24 | 3.6 | 325 | 35.5 | 22 | -16 | 2.87 | 1.32 | 0.39 | 0.38 | 0.40 | 0.11 | 100.0 | -- | -- |
| Maximum: | 0 | 300 | 6.85 | 7.1 | 300 | 8.24 | 16.3 | 360 | 43 | 26.24 | -8.82 | 3.86 | 1.93 | 0.66 | 0.51 | 0.40 | 0.11 | 133 | -- | -- |
| Average: | 0 | 137 | 6.68 | 6.89 | 231 | 8.24 | 10.2 | 343 | 38.13 | 24 | -12.9 | 3.16 | 1.63 | 0.54 | 0.45 | 0.40 | 0.11 | 122.6 | -- | -- |
| Range: | 0 | 276 | 0.25 | 0.49 | 105 | 0 | 12.7 | 35 | 7.5 | 4.24 | 7.18 | 0.99 | 0.61 | 0.27 | 0.13 | 0 | 0 | 33 | -- | -- |
| Median: | 0 | 111.5 | 6.64 | 6.92 | 214.5 | 8.24 | 10.35 | 343.5 | 37 | 24.4 | -13.91 | 2.95 | 1.63 | 0.56 | 0.45 | 0.4 | 0.11 | 128.7 | -- | -- |
| Loading (lb/day): | 62.06 | 38.46 | -22.38 | 5.05 | 1.91 | 0.94 | 0.51 | 0.71 | 0.2 |
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.