Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - 6.1 |
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) |
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2012-06-06 | Import | -- | - | 3.5 | 3.7 | -- | 11 | -- | -- | 339 | -- | 0 | 43 | -- | -- | 1.3 | -- | 3.41 | -- | 1.15 | -- | 115 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | TC | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2015-06-05 | Import | -- | 260 | 3.49 | 3.6 | -- | 13.60 | -- | -- | 498 | -- | 0 | 49 | -- | -- | 0.78 | -- | 4.02 | -- | 2.93 | -- | 206 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | tc | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2019-05-16 | Import | Bucket | 6 | 6.7 | 4.8 | -- | 12 | -- | -- | 77 | 10 | 0 | 19 | -- | -- | 0.19 | -- | 0.49 | -- | 0.4 | -- | 24 | <2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | JB | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2020-07-07 | -- | -- | 0.84 | 5.99 | 5.72 | -- | 17.7 | 6.33 | -- | 52.6 | 80 | <20 | 10 | -- | -- | 0.66 | -- | 0.34 | -- | 0.32 | -- | 17.6 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | H2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | 0 | 0 | 3.49 | 3.6 | -- | 11 | 6.33 | -- | 52.6 | 10 | 0 | 10 | -- | -- | 0.19 | -- | 0.34 | -- | 0.32 | -- | 17.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Maximum: | 0 | 0 | 260 | 6.7 | 5.72 | -- | 17.7 | 6.33 | -- | 498 | 80 | 0 | 49 | -- | -- | 1.3 | -- | 4.02 | -- | 2.93 | -- | 206 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Average: | 0 | 0 | 67 | 4.92 | 4.46 | -- | 13.6 | 6.33 | -- | 242 | 45.00 | 0 | 30.3 | -- | -- | 0.73 | -- | 2.07 | -- | 1.20 | -- | 90.7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Range: | 0 | 0 | 260 | 3.21 | 2.12 | -- | 6.7 | 0 | -- | 445.4 | 70 | 0 | 39 | -- | -- | 1.11 | -- | 3.68 | -- | 2.61 | -- | 188.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Median: | 0 | 0 | 3.42 | 4.75 | 4.25 | -- | 12.8 | 6.33 | -- | 208 | 45 | 0 | 31 | -- | -- | 0.72 | -- | 1.95 | -- | 0.78 | -- | 69.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Loading (lb/day): | 0.76 | -- | 51.54 | 0.82 | -- | 4.2 | -- | 3.06 | -- |
Sample Point Description: AMD discharge; influent to silo
- 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 - 6.2 |
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) |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2012-06-06 | Import | -- | - | 4.3 | 4.5 | -- | 11 | -- | -- | 211 | -- | 4 | 20 | -- | -- | 0.2 | -- | 1.25 | -- | 0.99 | -- | 72 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | TC | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2015-06-05 | Import | -- | 359 | 6.58 | 6.4 | -- | 14.30 | -- | -- | 340 | -- | 17 | 3 | -- | -- | 0.25 | -- | 0.20 | -- | 0.35 | -- | 130 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | tc | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2019-05-16 | Import | Assumed | 6 | 10.37 | 6.2 | -- | 12 | -- | -- | 212 | -- | 5 | 13 | -- | -- | 0.27 | -- | 0.7 | -- | 0.59 | -- | 88 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | JB | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2023-06-23 | -- | Measured | 1 | 7.02 | 10.52 | -- | 14.9 | -- | -- | 235 | -- | 47.65 | -44.49 | -- | -- | 1.57 | -- | 0.39 | -- | 0.31 | -- | 13.8 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 420 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | 0 | 0 | 4.3 | 4.5 | -- | 11 | -- | -- | 211 | -- | 4 | -44.49 | -- | -- | 0.2 | -- | 0.20 | -- | 0.31 | -- | 13.8 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | 420 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Maximum: | 0 | 0 | 359 | 10.37 | 10.52 | -- | 14.9 | -- | -- | 340 | -- | 47.65 | 20 | -- | -- | 1.57 | -- | 1.25 | -- | 0.99 | -- | 130 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | 420 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Average: | 0 | 0 | 92 | 7.07 | 6.91 | -- | 13.1 | -- | -- | 250 | -- | 18 | -2.1 | -- | -- | 0.57 | -- | 0.64 | -- | 0.56 | -- | 76.0 | 5.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | 420 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Range: | 0 | 0 | 359 | 6.07 | 6.02 | -- | 3.9 | -- | -- | 129 | -- | 43.65 | 64.49 | -- | -- | 1.37 | -- | 1.05 | -- | 0.68 | -- | 116.2 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Median: | 0 | 0 | 3.5 | 6.8 | 6.3 | -- | 13.15 | -- | -- | 223.5 | -- | 11 | 8 | -- | -- | 0.26 | -- | 0.55 | -- | 0.47 | -- | 80 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- | 420 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Loading (lb/day): | -- | 24.76 | 6.94 | 0.37 | -- | 0.31 | -- | 0.52 | -- |
Sample Point Description: Effluent of lime doser at pipe. Some samples may be a downstream point of the stream the doser water flows into The 5/16/19 data will need to be removed as it is the downstream sample.
- 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 - 6.3 |
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) |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2019-05-16 | Import | -- | -- | 10.37 | 6.2 | -- | 12 | -- | -- | 212 | 10 | 5 | 13 | -- | -- | 0.27 | -- | 0.7 | -- | 0.59 | -- | 88 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | JB | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
2020-07-07 | -- | -- | 0.18 | 9.02 | 7.84 | -- | 19 | 5.4 | -- | 198 | 120 | 133 | -132 | -- | -- | 3.52 | -- | 0.54 | -- | 0.54 | -- | 96.6 | 706 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | H2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Minimum: | 0 | -- | 0.18 | 9.02 | 6.2 | -- | 12 | 5.4 | -- | 198 | 10 | 5 | -132 | -- | -- | 0.27 | -- | 0.54 | -- | 0.54 | -- | 88 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Maximum: | 0 | -- | 0.18 | 10.37 | 7.84 | -- | 19 | 5.4 | -- | 212 | 120 | 133 | 13 | -- | -- | 3.52 | -- | 0.7 | -- | 0.59 | -- | 96.6 | 706 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Average: | 0 | -- | 0 | 9.70 | 7.02 | -- | 15.5 | 5.40 | -- | 205 | 65.00 | 69 | -59.5 | -- | -- | 1.90 | -- | 0.62 | -- | 0.57 | -- | 92.3 | 355.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Range: | 0 | -- | 0 | 1.35 | 1.64 | -- | 7 | 0 | -- | 14 | 110 | 128 | 145 | -- | -- | 3.25 | -- | 0.16 | -- | 0.05 | -- | 8.6 | 701 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Median: | 0 | -- | 0.18 | 9.7 | 7.02 | -- | 15.5 | 5.4 | -- | 205 | 65 | 69 | -59.5 | -- | -- | 1.9 | -- | 0.62 | -- | 0.57 | -- | 92.3 | 355.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Loading (lb/day): | 0.26 | 0.29 | -- | 0.01 | -- | 0 | -- | 0 | -- |
Sample Point Description: Stream; About 25 feet downstream of the Bear Run Phase VI lime doser effluent pipe.
- 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.