Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - MR7 |
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 | Sp. Conductance Lab (umhos/cm) | Specific Conductance Field (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 - Lab (mg/L) | TSS - Lab (mg/L) | TDS - Lab (mg/L) | T. As - Lab (mg/L) | T. Ba - Lab (mg/L) | T. Be - Lab (mg/L) | T. B - Lab (mg/L) | T. Ca - Lab (mg/L) | D. Ca - Lab (mg/L) | T. C - Lab (mg/L) | T. Cd - Lab (mg/L) | T. Cl - Lab (mg/L) | T. Cr - Lab (mg/L) | T. Cu - Lab (mg/L) | Hardness (mg/L) | T. Hg - Lab (mg/L) | T. K - Lab (mg/L) | D. K - Lab (mg/L) | T. Mg - Lab (mg/L) | D. Mg - Lab (mg/L) | T. Mo - Lab (mg/L) | T. Na - Lab (mg/L) | D. Na - Lab (mg/L) | T. Ni - Lab (mg/L) | T. NO3 - Lab (mg/L) | T. Pb - Lab (mg/L) | T. PO4 - Lab (mg/L) | D. PO4 - Lab (mg/L) | T. Sb - Lab (mg/L) | T. SiO2 - Lab (mg/L) | D. SiO2 - Lab (mg/L) | T. Se - Lab (mg/L) | T. Sn - Lab (mg/L) | T. V - Lab (mg/L) | T. Zn - Lab (mg/L) | D. Zn - Lab (mg/L) | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2018-06-19 | Import | -- | 240 | 2.95 | 3.2 | -- | 20.7 | -- | 1250 | -- | -- | 0 | 158 | -- | -- | 28.73 | -- | 3.07 | -- | 10.67 | -- | 603 | 14 | 876 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | KW | -- | -- | -- |
Minimum: | 0 | -- | 240 | 2.95 | 3.2 | -- | 20.7 | -- | 1250 | -- | -- | 0 | 158 | -- | -- | 28.73 | -- | 3.07 | -- | 10.67 | -- | 603 | 14 | 876 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Maximum: | 0 | -- | 240 | 2.95 | 3.2 | -- | 20.7 | -- | 1250 | -- | -- | 0 | 158 | -- | -- | 28.73 | -- | 3.07 | -- | 10.67 | -- | 603 | 14 | 876 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Average: | 0 | -- | 240 | 2.95 | 3.20 | -- | 20.7 | -- | 1,250 | -- | -- | 0 | 158.0 | -- | -- | 28.73 | -- | 3.07 | -- | 10.67 | -- | 603.0 | 14.0 | 876.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Range: | 0 | -- | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | -- | 0 | 0 | -- | -- | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Median: | 0 | -- | 240 | 2.95 | 3.2 | -- | 20.7 | -- | 1250 | -- | -- | 0 | 158 | -- | -- | 28.73 | -- | 3.07 | -- | 10.67 | -- | 603 | 14 | 876 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Loading (lb/day): | -- | -- | 455.8 | 82.88 | -- | 8.86 | -- | 30.78 | -- |
Sample Point Description: AMD; Morgan Run #7 abandoned mine discharge; Currently only a small portion of the discharge is directed into the Pilot Scale system. The rest of the flow is bypassed into the settling basin
- 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 - MR7B1 |
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 | Sp. Conductance Lab (umhos/cm) | Specific Conductance Field (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 - Lab (mg/L) | TSS - Lab (mg/L) | TDS - Lab (mg/L) | T. As - Lab (mg/L) | T. Ba - Lab (mg/L) | T. Be - Lab (mg/L) | T. B - Lab (mg/L) | T. Ca - Lab (mg/L) | D. Ca - Lab (mg/L) | T. C - Lab (mg/L) | T. Cd - Lab (mg/L) | T. Cl - Lab (mg/L) | T. Cr - Lab (mg/L) | T. Cu - Lab (mg/L) | Hardness (mg/L) | T. Hg - Lab (mg/L) | T. K - Lab (mg/L) | D. K - Lab (mg/L) | T. Mg - Lab (mg/L) | D. Mg - Lab (mg/L) | T. Mo - Lab (mg/L) | T. Na - Lab (mg/L) | D. Na - Lab (mg/L) | T. Ni - Lab (mg/L) | T. NO3 - Lab (mg/L) | T. Pb - Lab (mg/L) | T. PO4 - Lab (mg/L) | D. PO4 - Lab (mg/L) | T. Sb - Lab (mg/L) | T. SiO2 - Lab (mg/L) | D. SiO2 - Lab (mg/L) | T. Se - Lab (mg/L) | T. Sn - Lab (mg/L) | T. V - Lab (mg/L) | T. Zn - Lab (mg/L) | D. Zn - Lab (mg/L) | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2018-06-19 | Import | -- | 2 | 6.07 | 6.6 | -- | 16.8 | -- | 459 | -- | -- | 181 | -143 | -- | -- | 0.65 | -- | 1.23 | -- | 0.07 | -- | 56 | 6 | 299 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | KW | -- | -- | -- |
Minimum: | 0 | -- | 2 | 6.07 | 6.6 | -- | 16.8 | -- | 459 | -- | -- | 181 | -143 | -- | -- | 0.65 | -- | 1.23 | -- | 0.07 | -- | 56 | 6 | 299 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Maximum: | 0 | -- | 2 | 6.07 | 6.6 | -- | 16.8 | -- | 459 | -- | -- | 181 | -143 | -- | -- | 0.65 | -- | 1.23 | -- | 0.07 | -- | 56 | 6 | 299 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Average: | 0 | -- | 2 | 6.07 | 6.60 | -- | 16.8 | -- | 459 | -- | -- | 181 | -143.0 | -- | -- | 0.65 | -- | 1.23 | -- | 0.07 | -- | 56.0 | 6.0 | 299.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Range: | 0 | -- | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | -- | 0 | 0 | -- | -- | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Median: | 0 | -- | 2 | 6.07 | 6.6 | -- | 16.8 | -- | 459 | -- | -- | 181 | -143 | -- | -- | 0.65 | -- | 1.23 | -- | 0.07 | -- | 56 | 6 | 299 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Loading (lb/day): | -- | 4.35 | -3.44 | 0.02 | -- | 0.03 | -- | 0 | -- |
Sample Point Description: Effluent of Vertical Flow Test Cell
- 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 - MR7C1 |
There is no water data for this sample point
Sample Point - MR7D1 |
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 | Sp. Conductance Lab (umhos/cm) | Specific Conductance Field (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 - Lab (mg/L) | TSS - Lab (mg/L) | TDS - Lab (mg/L) | T. As - Lab (mg/L) | T. Ba - Lab (mg/L) | T. Be - Lab (mg/L) | T. B - Lab (mg/L) | T. Ca - Lab (mg/L) | D. Ca - Lab (mg/L) | T. C - Lab (mg/L) | T. Cd - Lab (mg/L) | T. Cl - Lab (mg/L) | T. Cr - Lab (mg/L) | T. Cu - Lab (mg/L) | Hardness (mg/L) | T. Hg - Lab (mg/L) | T. K - Lab (mg/L) | D. K - Lab (mg/L) | T. Mg - Lab (mg/L) | D. Mg - Lab (mg/L) | T. Mo - Lab (mg/L) | T. Na - Lab (mg/L) | D. Na - Lab (mg/L) | T. Ni - Lab (mg/L) | T. NO3 - Lab (mg/L) | T. Pb - Lab (mg/L) | T. PO4 - Lab (mg/L) | D. PO4 - Lab (mg/L) | T. Sb - Lab (mg/L) | T. SiO2 - Lab (mg/L) | D. SiO2 - Lab (mg/L) | T. Se - Lab (mg/L) | T. Sn - Lab (mg/L) | T. V - Lab (mg/L) | T. Zn - Lab (mg/L) | D. Zn - Lab (mg/L) | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2018-06-19 | Import | -- | 240 | 3.25 | 3.3 | -- | 21.4 | -- | 790 | -- | -- | 0 | 108 | -- | -- | 13.61 | -- | 3.96 | -- | 6.41 | -- | 311 | 14 | 506 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | KW | -- | -- | -- |
Minimum: | 0 | -- | 240 | 3.25 | 3.3 | -- | 21.4 | -- | 790 | -- | -- | 0 | 108 | -- | -- | 13.61 | -- | 3.96 | -- | 6.41 | -- | 311 | 14 | 506 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Maximum: | 0 | -- | 240 | 3.25 | 3.3 | -- | 21.4 | -- | 790 | -- | -- | 0 | 108 | -- | -- | 13.61 | -- | 3.96 | -- | 6.41 | -- | 311 | 14 | 506 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Average: | 0 | -- | 240 | 3.25 | 3.30 | -- | 21.4 | -- | 790 | -- | -- | 0 | 108.0 | -- | -- | 13.61 | -- | 3.96 | -- | 6.41 | -- | 311.0 | 14.0 | 506.00 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Range: | 0 | -- | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | -- | 0 | 0 | -- | -- | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Median: | 0 | -- | 240 | 3.25 | 3.3 | -- | 21.4 | -- | 790 | -- | -- | 0 | 108 | -- | -- | 13.61 | -- | 3.96 | -- | 6.41 | -- | 311 | 14 | 506 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
Loading (lb/day): | -- | -- | 311.56 | 39.26 | -- | 11.42 | -- | 18.49 | -- |
Sample Point Description: Effluent of Settling Basin
- 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.