Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 11-57.1 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Abandoned Mine Discharge; Sampled as it enters collection Pond; An overflow pipe exists to bypass water around the system
- 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 - 11-57.1A |
Download Sample Point Report CSV / Inflow: No / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-06-15 | -- | 50 | 4 | 3.7 | -- | -- | -- | -- | -- | 0 | 59.6 | 5.74 | -- | 1.54 | -- | 4.97 | -- | 322.7 | 8 | -- |
| 2004-10-04 | -- | 100 | 4.6 | 3 | -- | -- | -- | -- | -- | 0 | 200.4 | 74.4 | -- | 1.41 | -- | 10.6 | -- | 236.6 | 66 | -- |
| 2005-05-12 | -- | -- | 4.5 | 3.3 | -- | -- | -- | -- | -- | 0 | 109.2 | 9.78 | -- | 1.26 | -- | 7.34 | -- | 363.9 | 14 | -- |
| 2005-11-07 | -- | 10 | 2.5 | 3 | -- | -- | -- | -- | -- | 0 | 381.6 | 73 | -- | 2.97 | -- | 25.7 | -- | 626.5 | 8 | -- |
| 2009-09-01 | -- | 16 | 6 | 6.25 | -- | -- | -- | 1090 | -- | 130.96 | -1.8 | 69.12 | -- | 2.2 | -- | 2.88 | -- | 506 | 18 | -- |
| 2010-03-17 | -- | 50 | 4 | 3.2 | -- | -- | 42 | 1182 | -- | 0 | 142.3 | 68.02 | -- | 1.8 | -- | 4.97 | -- | 596.4 | 26 | -- |
| 2010-09-13 | -- | -- | 5.0 | 4.20 | -- | -- | -- | 933 | -- | 0 | 18.81 | 0.88 | -- | 3.05 | -- | 1.30 | -- | 381.8 | 4 | -- |
| 2011-03-22 | -- | 30 | 5.0 | 4.72 | -- | -- | -- | 793 | -- | 8.95 | 42.40 | 34.39 | -- | 1.69 | -- | 5.23 | -- | 431.9 | 66 | -- |
| 2011-09-20 | -- | -- | 5.5 | 5.07 | -- | -- | -- | 710 | -- | 3.94 | 33.83 | 14.44 | -- | 1.85 | -- | 0.30 | -- | 356.4 | 6 | -- |
| 2012-04-03 | -- | 20 | 5 | 3.97 | -- | -- | -- | 643 | -- | ND | 59.9 | 18.96 | -- | 1.42 | -- | 6.91 | -- | 386.4 | 38 | -- |
| 2012-09-11 | -- | 10 | 5.0 | 3.60 | -- | -- | -- | 948 | -- | 0 | 39.20 | 1.29 | -- | 2.58 | -- | 2.62 | -- | 437.9 | 5 | -- |
| 2013-03-26 | -- | 45 | 5.0 | 4.64 | -- | -- | -- | 643 | -- | 1.65 | 27.88 | 4.43 | -- | 1.51 | -- | 3.87 | -- | 322.2 | 5 | -- |
| 2013-10-01 | -- | 5 | 6.0 | 7.37 | -- | -- | -- | 502 | -- | 31.26 | -19.00 | 1.31 | -- | 0.26 | -- | 0.17 | -- | 164.6 | <5 | -- |
| 2014-04-09 | -- | 30 | 6.0 | 6.50 | -- | -- | -- | 1076 | -- | 136.02 | -47.27 | 27.48 | -- | 1.60 | -- | 2.82 | -- | 400.0 | 27 | -- |
| 2014-11-10 | -- | 30 | 6.5 | 6.63 | -- | -- | -- | 702 | -- | 19.26 | -5.71 | 2.10 | -- | 0.37 | -- | 0.19 | -- | 291.3 | <5 | -- |
| 2015-05-06 | -- | 23 | 4.5 | 4.16 | -- | -- | 12 | 531 | -- | 0 | 39.73 | 5.14 | -- | 1.44 | -- | 4.92 | -- | 229.3 | 5 | -- |
| 2015-10-27 | -- | 25 | 6.0 | -- | -- | -- | -- | 1041 | -- | 92.49 | 11.94 | 10.68 | -- | 0.66 | -- | 0.74 | -- | 440.9 | 39 | -- |
| 2017-03-20 | -- | -- | 4.0 | -- | -- | -- | -- | 806 | -- | ND | 95.92 | 8.57 | -- | 2.25 | -- | 11.11 | -- | 321.3 | 7 | -- |
| 2017-09-25 | -- | 3 | 7.0 | -- | -- | -- | -- | 900 | -- | 77.53 | -71.60 | 2.24 | -- | 0.08 | -- | 0.11 | -- | 412.7 | <5 | -- |
| 2018-09-24 | -- | 60 | 7.0 | 6.66 | -- | -- | -- | 320 | -- | 36.12 | -24.28 | 0.77 | -- | 0.33 | -- | 0.20 | -- | 108.6 | 8 | -- |
| 2019-03-25 | -- | 25 | 4.5 | 6.36 | -- | -- | -- | 245 | -- | 37.09 | -25.47 | 1.18 | -- | 0.67 | -- | 0.25 | -- | 65.8 | 8 | -- |
| 2019-09-16 | -- | -- | 7.0 | 6.66 | -- | -- | -- | 708 | -- | 84.06 | -75.55 | 3.47 | -- | 0.25 | -- | 0.19 | -- | 292.0 | 11 | -- |
| 2023-09-05 | -- | 10 | 6.5 | 7.16 | -- | -- | -- | 230 | -- | 12.95 | 9.01 | 0.42 | -- | <0.05 | -- | <0.10 | -- | 98.3 | <5 | -- |
| Minimum: | -- | 3 | 2.5 | 3 | -- | -- | 12 | 230 | -- | 0 | -75.55 | 0.42 | -- | 0.08 | -- | 0.11 | -- | 65.8 | 4 | -- |
| Maximum: | -- | 100 | 7.0 | 7.37 | -- | -- | 42 | 1182 | -- | 136.02 | 381.6 | 74.4 | -- | 3.05 | -- | 25.7 | -- | 626.5 | 66 | -- |
| Average: | -- | 30 | 5.27 | 5.01 | -- | -- | 27.0 | 737 | -- | 29 | 43.5 | 19.04 | -- | 1.42 | -- | 4.43 | -- | 338.9 | 19.4 | -- |
| Range: | -- | 97 | 4.5 | 4.37 | -- | -- | 30 | 952 | -- | 136.02 | 457.15 | 73.98 | -- | 2.97 | -- | 25.59 | -- | 560.7 | 62 | -- |
| Median: | -- | 25 | 5 | 4.68 | -- | -- | 27 | 710 | -- | 12.95 | 27.88 | 5.74 | -- | 1.48 | -- | 2.85 | -- | 356.4 | 8 | -- |
| Loading (lb/day): | -- | 14.23 | 25.01 | 10.65 | -- | 0.49 | -- | 1.84 | -- |
Sample Point Description: RATTLER MAIN SYSTEM SAPS 1 OUTFLOWE. EFfluent of SAPS A and influent to wetland; Sampled at flow control box.
- 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 - 57.1C |
Download Sample Point Report CSV / Inflow: No / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-06-15 | -- | 50 | 7.5 | 8 | -- | -- | -- | -- | -- | 133.6 | -80 | 0.3 | -- | 0.289 | -- | 0.5 | -- | 314 | 3 | -- |
| 2004-10-04 | -- | 100 | 7.8 | 6.8 | -- | -- | -- | -- | -- | 70 | -18.6 | 4.9 | -- | 2.23 | -- | 0.5 | -- | 336.7 | 14 | -- |
| 2005-05-12 | -- | -- | 7.6 | 7.8 | -- | -- | -- | -- | -- | 80 | -43.8 | 0.435 | -- | 1.06 | -- | 0.5 | -- | 390.4 | 3 | -- |
| 2005-11-07 | -- | 10 | 6.6 | 6.6 | -- | -- | -- | -- | -- | 44.2 | -9.8 | 0.3 | -- | 2.26 | -- | 0.5 | -- | 441.6 | 6 | -- |
| 2006-09-06 | -- | 20 | 4.8 | 7.1 | -- | -- | -- | -- | -- | 12.6 | 3.2 | 2.965 | -- | 2.268 | -- | 0.73 | -- | 380.6 | 3 | -- |
| Minimum: | -- | 10 | 4.8 | 6.6 | -- | -- | -- | -- | -- | 12.6 | -80 | 0.3 | -- | 0.289 | -- | 0.5 | -- | 314 | 3 | -- |
| Maximum: | -- | 100 | 7.8 | 8 | -- | -- | -- | -- | -- | 133.6 | 3.2 | 4.9 | -- | 2.268 | -- | 0.73 | -- | 441.6 | 14 | -- |
| Average: | -- | 45 | 6.86 | 7.26 | -- | -- | -- | -- | -- | 68 | -29.8 | 1.78 | -- | 1.62 | -- | 0.55 | -- | 372.7 | 5.8 | -- |
| Range: | -- | 90 | 3 | 1.4 | -- | -- | -- | -- | -- | 121 | 83.2 | 4.6 | -- | 1.979 | -- | 0.23 | -- | 127.6 | 11 | -- |
| Median: | -- | 35 | 7.5 | 7.1 | -- | -- | -- | -- | -- | 70 | -18.6 | 0.44 | -- | 2.23 | -- | 0.5 | -- | 380.6 | 3 | -- |
| Loading (lb/day): | -- | 43.19 | -17.71 | 1.7 | -- | 0.92 | -- | 0.28 | -- |
Sample Point Description: Old effluent of A2-2 system prior to rerouting the passive system in 2009
- 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 - 11-57.1A1 |
Download Sample Point Report CSV / Inflow: No / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-01 | -- | 11 | 6.8 | 6.46 | -- | -- | -- | 954 | -- | 84.99 | -52.4 | 31.85 | -- | 1.73 | -- | 0.25 | -- | 400 | 10 | -- |
| 2010-03-17 | -- | 50 | 4.5 | 3.91 | -- | -- | 42 | 408 | -- | 0 | 40.57 | 70.56 | -- | 2.06 | -- | 0.59 | -- | 166.9 | 25 | -- |
| 2012-04-03 | -- | 20 | 4.5 | 3.99 | -- | -- | -- | 586 | -- | ND | 42.59 | 1.93 | -- | 1.63 | -- | 5.38 | -- | 311.9 | 5 | -- |
| 2018-04-03 | -- | 25 | 7.0 | 7.44 | -- | -- | 7.0 | 889 | -- | 111.77 | -106.66 | 0.84 | -- | 1.19 | -- | <0.10 | -- | 319.7 | 8 | -- |
| 2020-06-03 | Assumed | 32 | 6.50 | 6.72 | -- | -- | 14.0 | 570 | -- | -- | -58.31 | 1.21 | -- | 0.45 | -- | <0.10 | -- | 228.9 | 11 | -- |
| 2023-04-10 | Measured | 20 | 6.5 | 6.97 | -- | -- | 10 | 285 | -- | 21.32 | 6.46 | 0.84 | -- | 0.14 | -- | 0.12 | -- | 121.1 | 6 | -- |
| Minimum: | 0 | 11 | 4.5 | 3.91 | -- | -- | 7.0 | 285 | -- | 0 | -106.66 | 0.84 | -- | 0.14 | -- | 0.12 | -- | 121.1 | 5 | -- |
| Maximum: | 0 | 50 | 7.0 | 7.44 | -- | -- | 42 | 954 | -- | 111.77 | 42.59 | 70.56 | -- | 2.06 | -- | 5.38 | -- | 400 | 25 | -- |
| Average: | 0 | 26 | 5.97 | 5.92 | -- | -- | 18.3 | 615 | -- | 44 | -21.3 | 17.87 | -- | 1.20 | -- | 1.59 | -- | 258.1 | 10.8 | -- |
| Range: | 0 | 39 | 2.5 | 3.53 | -- | -- | 35 | 669 | -- | 111.77 | 149.25 | 69.72 | -- | 1.92 | -- | 5.26 | -- | 278.9 | 20 | -- |
| Median: | 0 | 22.5 | 6.5 | 6.59 | -- | -- | 12 | 578 | -- | 84.99 | -22.97 | 1.57 | -- | 1.41 | -- | 0.42 | -- | 270.4 | 9 | -- |
| Loading (lb/day): | -- | 16.65 | -4.21 | 8 | -- | 0.4 | -- | 0.43 | -- |
Sample Point Description: Effluent of wetland and influent to SAPS B
- 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 - 11-57.1B |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Effluent of SAPS B into Flush Pond and Settling 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.