Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - SX0-D2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2001-01-10 | -- | 50E | -- | 5.100 | -- | -- | -- | -- | -- | 10.800 | 3.600 | <.300 | -- | 0.090 | -- | 0.598 | -- | 66.000 | <3 | -- |
| 2001-03-29 | -- | 300M | -- | 4.500 | -- | -- | -- | -- | -- | 6.600 | 15.400 | 0.542 | -- | 0.155 | -- | 1.550 | -- | 76.500 | 18.000 | -- |
| 2001-05-14 | -- | 65M | -- | 4.200 | -- | -- | -- | -- | -- | 4.200 | 19.600 | 0.306 | -- | 0.249 | -- | 3.360 | -- | 139.600 | <3 | -- |
| 2001-07-10 | -- | 13M | 4.900 | 4.700 | -- | -- | -- | -- | -- | 9.200 | 35.000 | <.300 | -- | 0.175 | -- | 1.280 | -- | 76.800 | <3 | -- |
| 2001-09-26 | -- | NO FLOW | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2001-11-19 | -- | NO FLOW | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2002-05-29 | -- | 100E | 4.100 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-06-18 | -- | 157M | 4.400 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2004-04-25 | -- | 180M | 4.000 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2005-07-06 | -- | 7.5M | 5.900 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2007-07-30 | -- | NO FLOW | 7.200 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-02-29 | -- | -- | -- | 6.740 | -- | -- | -- | 395.000 | -- | -- | -54.000 | 0.023 | -- | 0.016 | -- | 0.070 | -- | -- | 5.000 | -- |
| 2008-06-16 | -- | 90.000 | 6.250 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2008-07-02 | -- | <1M | -- | 7.550 | -- | -- | -- | 474.000 | -- | -- | -62.000 | <.0100 | -- | 0.011 | -- | 0.149 | -- | 144.000 | 4.000 | -- |
| 2009-09-21 | -- | -- | 7.22 | 5.6 | -- | -- | -- | 172 | -- | 14 | 19 | 0.15 | -- | 0.05 | -- | 0.14 | -- | 57 | <5 | -- |
| 2010-04-26 | -- | 60 | 5.14 | 4.5 | -- | -- | -- | 354 | -- | 5 | 30 | 0.26 | -- | 0.23 | -- | 3.32 | -- | 152 | <5 | -- |
| 2015-06-01 | -- | 30 | 4.60 | 4.7 | -- | -- | 10.3 | 348 | -- | 6 | 24 | 0.76 | -- | 0.22 | -- | 2.55 | -- | 137 | <5 | -- |
| 2021-06-02 | Assumed | 15.85 | 4.96 | 5.03 | -- | -- | -- | 283 | 7.5 | <20.0 | 20.54 | 0.331 | -- | 0.187 | -- | 1.93 | -- | 102 | <1.60 | -- |
| 2023-04-25 | Assumed | 107 | 5.52 | 5.03 | -- | -- | -- | 257 | -- | 1.6 | 31.6 | <0.10 | -- | 0.12 | -- | 1.71 | -- | 111.7 | <5 | -- |
| Minimum: | 0 | 0 | 4.000 | 4.200 | -- | -- | 10.3 | 172 | 7.5 | 1.6 | -62.000 | 0.023 | -- | 0.011 | -- | 0.070 | -- | 57 | 4.000 | -- |
| Maximum: | 0 | 107 | 7.22 | 7.550 | -- | -- | 10.3 | 474.000 | 7.5 | 14 | 35.000 | 0.76 | -- | 0.249 | -- | 3.360 | -- | 152 | 18.000 | -- |
| Average: | 0 | 73 | 5.35 | 5.24 | -- | -- | 10.3 | 326 | 7.50 | 7 | 7.5 | 0.34 | -- | 0.14 | -- | 1.51 | -- | 106.3 | 9.0 | -- |
| Range: | 0 | 107 | 3.22 | 3.35 | -- | -- | 0 | 302 | 0 | 12.4 | 97 | 0.737 | -- | 0.238 | -- | 3.29 | -- | 95 | 14 | -- |
| Median: | 0 | 55 | 5.05 | 5.03 | -- | -- | 10.3 | 348 | 7.5 | 6.3 | 19.6 | 0.31 | -- | 0.16 | -- | 1.55 | -- | 106.85 | 5 | -- |
| Loading (lb/day): | 1.43 | 2.61 | 18.71 | 0.17 | -- | 0.11 | -- | 1.47 | -- |
Sample Point Description: Abandoned Mine Discharge emanating from Borehole; Influent to SXO-D2 passive system; Labeled as Sample Point A on Schematic
- 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 - SX0-D2B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-21 | -- | -- | 7.44 | 6.4 | -- | -- | -- | 516 | -- | 239 | -92 | 64.2 | -- | 1.46 | -- | 317 | -- | 153 | 1368 | -- |
| 2010-04-26 | -- | 60 | 6.11 | 6.9 | -- | -- | -- | 414 | -- | 48 | -29 | 0.05 | -- | 0.08 | -- | 0.93 | -- | 155 | <5 | -- |
| 2015-06-01 | -- | 30 | 4.2 | 7.5 | -- | -- | 11.1 | 442 | -- | 63 | -45 | <0.05 | -- | <0.02 | -- | 0.10 | -- | 137 | <5 | -- |
| Minimum: | -- | 30 | 4.2 | 6.4 | -- | -- | 11.1 | 414 | -- | 48 | -92 | 0.05 | -- | 0.08 | -- | 0.10 | -- | 137 | 1368 | -- |
| Maximum: | -- | 60 | 7.44 | 7.5 | -- | -- | 11.1 | 516 | -- | 239 | -29 | 64.2 | -- | 1.46 | -- | 317 | -- | 155 | 1368 | -- |
| Average: | -- | 45 | 5.92 | 6.93 | -- | -- | 11.1 | 457 | -- | 117 | -55.3 | 32.13 | -- | 0.77 | -- | 106.01 | -- | 148.3 | 1,368.0 | -- |
| Range: | -- | 30 | 3.24 | 1.1 | -- | -- | 0 | 102 | -- | 191 | 63 | 64.15 | -- | 1.38 | -- | 316.9 | -- | 18 | 0 | -- |
| Median: | -- | 45 | 6.11 | 6.9 | -- | -- | 11.1 | 442 | -- | 63 | -45 | 32.13 | -- | 0.77 | -- | 0.93 | -- | 153 | 1368 | -- |
| Loading (lb/day): | -- | 28.67 | -18.57 | 0.04 | -- | 0.06 | -- | 0.35 | -- |
Sample Point Description: Effluent of Limestone Pond #1
- 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 - SX0-D2C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-21 | -- | -- | 7.81 | 6.3 | -- | -- | -- | 390 | -- | 97 | -52 | 0.08 | -- | 0.02 | -- | 0.43 | -- | 101 | <5 | -- |
| 2010-04-26 | -- | 60 | 6.74 | 7.2 | -- | -- | -- | 392 | -- | 58 | -39 | 0.21 | -- | 0.03 | -- | 0.51 | -- | 132 | 5 | -- |
| 2015-06-01 | -- | 30 | 7.32 | 7.4 | -- | -- | 12.5 | 428 | -- | 60 | -42 | 0.25 | -- | 0.03 | -- | 0.22 | -- | 132 | <5 | -- |
| Minimum: | -- | 30 | 6.74 | 6.3 | -- | -- | 12.5 | 390 | -- | 58 | -52 | 0.08 | -- | 0.02 | -- | 0.22 | -- | 101 | 5 | -- |
| Maximum: | -- | 60 | 7.81 | 7.4 | -- | -- | 12.5 | 428 | -- | 97 | -39 | 0.25 | -- | 0.03 | -- | 0.51 | -- | 132 | 5 | -- |
| Average: | -- | 45 | 7.29 | 6.97 | -- | -- | 12.5 | 403 | -- | 72 | -44.3 | 0.18 | -- | 0.03 | -- | 0.39 | -- | 121.7 | 5.0 | -- |
| Range: | -- | 30 | 1.07 | 1.1 | -- | -- | 0 | 38 | -- | 39 | 13 | 0.17 | -- | 0.01 | -- | 0.29 | -- | 31 | 0 | -- |
| Median: | -- | 45 | 7.32 | 7.2 | -- | -- | 12.5 | 392 | -- | 60 | -42 | 0.21 | -- | 0.03 | -- | 0.43 | -- | 132 | 5 | -- |
| Loading (lb/day): | -- | 31.73 | -21.64 | 0.12 | -- | 0.02 | -- | 0.22 | -- |
Sample Point Description: Effluent of Limestone Pond #2
- 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 - SX0-D2D |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-21 | -- | -- | 7.79 | 6.5 | -- | -- | -- | 376 | -- | 103 | -56 | 0.12 | -- | 0.19 | -- | 0.14 | -- | 89 | 6 | -- |
| 2010-04-26 | -- | 60 | 6.83 | 7.4 | -- | -- | -- | 434 | -- | 61 | -41 | 0.06 | -- | 0.03 | -- | 0.42 | -- | 151 | <5 | -- |
| 2015-06-01 | -- | 30 | 7.30 | 7.6 | -- | -- | 25 | 428 | -- | 63 | -44 | <0.05 | -- | <0.02 | -- | 0.15 | -- | 130 | 5 | -- |
| 2021-06-02 | Bucket | 15.85 | 7.04 | 7.5 | -- | -- | -- | 369 | 60.7 | 60 | -17.79 | <0.200 | -- | 0.0444 | -- | 0.544 | -- | 119 | <1.60 | -- |
| 2023-04-25 | Measured | 107 | 6.35 | 7.19 | -- | -- | -- | 328 | -- | 43.36 | -34.74 | 0.14 | -- | 1.57 | -- | 0.68 | -- | 102.3 | <5 | -- |
| Minimum: | 0 | 15.85 | 6.35 | 6.5 | -- | -- | 25 | 328 | 60.7 | 43.36 | -56 | 0.06 | -- | 0.03 | -- | 0.14 | -- | 89 | 5 | -- |
| Maximum: | 0 | 107 | 7.79 | 7.6 | -- | -- | 25 | 434 | 60.7 | 103 | -17.79 | 0.14 | -- | 1.57 | -- | 0.68 | -- | 151 | 6 | -- |
| Average: | 0 | 53 | 7.06 | 7.24 | -- | -- | 25.0 | 387 | 60.70 | 66 | -38.7 | 0.11 | -- | 0.46 | -- | 0.39 | -- | 118.3 | 5.5 | -- |
| Range: | 0 | 91.15 | 1.44 | 1.1 | -- | -- | 0 | 106 | 0 | 59.64 | 38.21 | 0.08 | -- | 1.54 | -- | 0.54 | -- | 62 | 1 | -- |
| Median: | 0 | 45 | 7.04 | 7.4 | -- | -- | 25 | 376 | 60.7 | 61 | -41 | 0.12 | -- | 0.12 | -- | 0.42 | -- | 119 | 5.5 | -- |
| Loading (lb/day): | 11.56 | 33.48 | -23.38 | 0.11 | -- | 0.68 | -- | 0.33 | -- |
Sample Point Description: Effluent of Settling Pond and Final Effluent of SXO-D2 passive 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.