Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - MR1A1 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 5 | 3.12 | 3.89 | -- | 8.9 | -- | -- | 338 | -- | 0 | 28 | -- | -- | 1.48 | -- | 0.4 | -- | 10.4 | -- | 148 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 10 | 5.5 | 5.4 | -- | 11.3 | -- | -- | 762 | -- | 47.74 | 136.03 | -- | -- | 85.04 | -- | 0.1 | -- | 15.91 | -- | 331.6 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 0 | 3.12 | 3.89 | -- | 8.9 | -- | -- | 338 | -- | 0 | 28 | -- | -- | 1.48 | -- | 0.1 | -- | 10.4 | -- | 148 | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 10 | 5.5 | 5.4 | -- | 11.3 | -- | -- | 762 | -- | 47.74 | 136.03 | -- | -- | 85.04 | -- | 0.4 | -- | 15.91 | -- | 331.6 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 5 | 4.31 | 4.65 | -- | 10.1 | -- | -- | 550 | -- | 24 | 82.0 | -- | -- | 43.26 | -- | 0.25 | -- | 13.16 | -- | 239.8 | 10.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 10 | 2.38 | 1.51 | -- | 2.4 | -- | -- | 424 | -- | 47.74 | 108.03 | -- | -- | 83.56 | -- | 0.3 | -- | 5.51 | -- | 183.6 | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 5 | 4.31 | 4.65 | -- | 10.1 | -- | -- | 550 | -- | 23.87 | 82.02 | -- | -- | 43.26 | -- | 0.25 | -- | 13.16 | -- | 239.8 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 5.74 | 9.02 | 5.16 | -- | 0.02 | -- | 1.27 | -- |
Sample Point Description: AMD Discharge
- 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 - MR1A2 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 5 | 4.5 | 5.97 | -- | 18 | -- | -- | 745 | -- | 20 | 12 | -- | -- | 0.09 | -- | 0.1 | -- | 8.11 | -- | 287 | 6 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 36 | 4.86 | 5.73 | -- | 9.7 | -- | -- | 569 | -- | 11 | 92 | -- | -- | 37.6 | -- | 0.2 | -- | 15 | -- | 351 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 10 | 6 | 5.83 | -- | 10.2 | -- | -- | 126 | -- | 21 | 15.39 | -- | -- | 14.55 | -- | 0.2 | -- | 2.82 | -- | 32.4 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 5 | 4.5 | 5.73 | -- | 9.7 | -- | -- | 126 | -- | 11 | 12 | -- | -- | 0.09 | -- | 0.1 | -- | 2.82 | -- | 32.4 | 5 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 36 | 6 | 5.97 | -- | 18 | -- | -- | 745 | -- | 21 | 92 | -- | -- | 37.6 | -- | 0.2 | -- | 15 | -- | 351 | 6 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 17 | 5.12 | 5.84 | -- | 12.6 | -- | -- | 480 | -- | 17 | 39.8 | -- | -- | 17.41 | -- | 0.17 | -- | 8.64 | -- | 223.5 | 5.5 | -- | -- | 1.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 31 | 1.5 | 0.24 | -- | 8.3 | -- | -- | 619 | -- | 10 | 80 | -- | -- | 37.51 | -- | 0.1 | -- | 12.18 | -- | 318.6 | 1 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 10 | 4.86 | 5.83 | -- | 10.2 | -- | -- | 569 | -- | 20 | 15.39 | -- | -- | 14.55 | -- | 0.2 | -- | 8.11 | -- | 287 | 5.5 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 2.83 | 14.13 | 6.01 | -- | 0.04 | -- | 2.44 | -- |
Sample Point Description: AMD Discharge
- 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 - MR1C1 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 4 | 7.1 | 7.17 | -- | 18.2 | -- | -- | 341 | -- | 124 | -89 | -- | -- | 6.16 | -- | 0.1 | -- | 6.36 | -- | 62 | 26 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 42 | 5.6 | 6.73 | -- | 8.4 | -- | -- | 432 | -- | 28 | -0.8 | -- | -- | 0.59 | -- | 0.1 | -- | 6.57 | -- | 201 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 20 | 6.6 | 6.64 | -- | 13.4 | -- | -- | 692 | -- | 40.69 | -33.49 | -- | -- | 0.27 | -- | <0.10 | -- | 2.33 | -- | 274.7 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 4 | 5.6 | 6.64 | -- | 8.4 | -- | -- | 341 | -- | 28 | -89 | -- | -- | 0.27 | -- | 0.1 | -- | 2.33 | -- | 62 | 26 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 42 | 7.1 | 7.17 | -- | 18.2 | -- | -- | 692 | -- | 124 | -0.8 | -- | -- | 6.16 | -- | 0.1 | -- | 6.57 | -- | 274.7 | 26 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 22 | 6.43 | 6.85 | -- | 13.3 | -- | -- | 488 | -- | 64 | -41.1 | -- | -- | 2.34 | -- | 0.10 | -- | 5.09 | -- | 179.2 | 26.0 | -- | -- | 2.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 38 | 1.5 | 0.53 | -- | 9.8 | -- | -- | 351 | -- | 96 | 88.2 | -- | -- | 5.89 | -- | 0 | -- | 4.24 | -- | 212.7 | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 20 | 6.6 | 6.73 | -- | 13.4 | -- | -- | 432 | -- | 40.69 | -33.49 | -- | -- | 0.59 | -- | 0.1 | -- | 6.36 | -- | 201 | 26 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 9.96 | -6.17 | 0.22 | -- | 0.03 | -- | 1.39 | -- |
Sample Point Description: Effluent of Morgan Run 1 treatment pond C1 which receives partially treated A1 and A2 discharges
- 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 - MR1 Outlet |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 5 | 7.2 | 7.06 | -- | 17.8 | -- | -- | 388 | -- | 91 | -59 | -- | -- | 5.87 | -- | 1.8 | -- | 8.08 | -- | 106 | 78 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 45 | 5.38 | 6.72 | -- | 7.8 | -- | -- | 438 | -- | 28 | 2 | -- | -- | 0.34 | -- | 0.1 | -- | 2 | -- | 244 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 20 | 7.2 | 7.15 | -- | 12.9 | -- | -- | 679 | -- | 36.47 | -24.54 | -- | -- | <0.10 | -- | <0.10 | -- | 0.33 | -- | 282.8 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 5 | 5.38 | 6.72 | -- | 7.8 | -- | -- | 388 | -- | 28 | -59 | -- | -- | 0.34 | -- | 0.1 | -- | 0.33 | -- | 106 | 6 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 45 | 7.2 | 7.15 | -- | 17.8 | -- | -- | 679 | -- | 91 | 2 | -- | -- | 5.87 | -- | 1.8 | -- | 8.08 | -- | 282.8 | 78 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 23 | 6.59 | 6.98 | -- | 12.8 | -- | -- | 502 | -- | 52 | -27.2 | -- | -- | 3.11 | -- | 0.95 | -- | 3.47 | -- | 210.9 | 42.0 | -- | -- | 2.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 40 | 1.82 | 0.43 | -- | 10 | -- | -- | 291 | -- | 63 | 61 | -- | -- | 5.53 | -- | 1.7 | -- | 7.75 | -- | 176.8 | 72 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 20 | 7.2 | 7.06 | -- | 12.9 | -- | -- | 438 | -- | 36.47 | -24.54 | -- | -- | 3.11 | -- | 0.95 | -- | 2 | -- | 244 | 42 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 9.79 | -2.79 | 0.27 | -- | 0.08 | -- | 0.55 | -- |
Sample Point Description: Final Effluent of the Morgan Run 1 treatment 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 - MR2A1 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 18 | 4.7 | 3.24 | -- | 15.7 | -- | -- | 1250 | -- | 0 | 250 | -- | -- | 46.5 | -- | 11.8 | -- | 37.7 | -- | 357 | 8 | -- | -- | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 18 | 2.53 | 3.41 | -- | 9.8 | -- | -- | 985 | -- | 0 | 230 | -- | -- | 46.5 | -- | 11.4 | -- | 35.5 | -- | 627 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 50 | 3 | 3.09 | -- | 12.4 | -- | -- | 1230 | -- | 0 | 181.58 | -- | -- | 28.03 | -- | 9.68 | -- | 31.79 | -- | 518.1 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 18 | 2.53 | 3.09 | -- | 9.8 | -- | -- | 985 | -- | 0 | 181.58 | -- | -- | 28.03 | -- | 9.68 | -- | 31.79 | -- | 357 | 8 | -- | -- | 14 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 50 | 4.7 | 3.41 | -- | 15.7 | -- | -- | 1250 | -- | 0 | 250 | -- | -- | 46.5 | -- | 11.8 | -- | 37.7 | -- | 627 | 8 | -- | -- | 14 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 29 | 3.41 | 3.25 | -- | 12.6 | -- | -- | 1,155 | -- | 0 | 220.5 | -- | -- | 40.34 | -- | 10.96 | -- | 35.00 | -- | 500.7 | 8.0 | -- | -- | 14.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 32 | 2.17 | 0.32 | -- | 5.9 | -- | -- | 265 | -- | 0 | 68.42 | -- | -- | 18.47 | -- | 2.12 | -- | 5.91 | -- | 270 | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 18 | 3 | 3.24 | -- | 12.4 | -- | -- | 1230 | -- | 0 | 230 | -- | -- | 46.5 | -- | 11.4 | -- | 35.5 | -- | 518.1 | 8 | -- | -- | 14 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | -- | 70.99 | 12.32 | -- | 3.61 | -- | 11.65 | -- |
Sample Point Description: Raw untreated AMD discharge; influent to Morgan Run 2 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 - MR2A2 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 16 | 6.7 | 6.27 | -- | 15.7 | -- | -- | 609 | -- | 41 | 88 | -- | -- | 52.5 | -- | 0.1 | -- | 18.4 | -- | 250 | 34 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 25 | 5.44 | 5.7 | -- | 9 | -- | -- | 578 | -- | 10 | 76 | -- | -- | 58.9 | -- | 0.1 | -- | 18 | -- | 299 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 50 | 6.1 | 5.65 | -- | 11.5 | -- | -- | 642 | -- | 21.08 | 81.95 | -- | -- | 44.55 | -- | 0.18 | -- | 18.12 | -- | 282.8 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 16 | 5.44 | 5.65 | -- | 9 | -- | -- | 578 | -- | 10 | 76 | -- | -- | 44.55 | -- | 0.1 | -- | 18 | -- | 250 | 10 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 50 | 6.7 | 6.27 | -- | 15.7 | -- | -- | 642 | -- | 41 | 88 | -- | -- | 58.9 | -- | 0.18 | -- | 18.4 | -- | 299 | 34 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 30 | 6.08 | 5.87 | -- | 12.1 | -- | -- | 610 | -- | 24 | 82.0 | -- | -- | 51.98 | -- | 0.13 | -- | 18.17 | -- | 277.3 | 23.3 | -- | -- | 1.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 34 | 1.26 | 0.62 | -- | 6.7 | -- | -- | 64 | -- | 31 | 12 | -- | -- | 14.35 | -- | 0.08 | -- | 0.4 | -- | 49 | 24 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 25 | 6.1 | 5.7 | -- | 11.5 | -- | -- | 609 | -- | 21.08 | 81.95 | -- | -- | 52.5 | -- | 0.1 | -- | 18.12 | -- | 282.8 | 26 | -- | -- | 1 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 7.85 | 29.67 | 18.19 | -- | 0.05 | -- | 6.61 | -- |
Sample Point Description: AMD; influent to Morgan Run 2 system; sampled at pipe before ditch
- 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 - MR2C1 |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 34 | 6 | 6.28 | -- | 18.7 | -- | -- | 922 | -- | 40 | 18 | -- | -- | 2.61 | -- | 0.2 | -- | 27.3 | -- | 455 | 8 | -- | -- | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 43 | 3.96 | 4.03 | -- | 9.8 | -- | -- | 841 | -- | 0 | 54 | -- | -- | 8.51 | -- | 1.4 | -- | 26.7 | -- | 448 | 22 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 100 | 4.7 | 3.98 | -- | 14.6 | -- | -- | 863 | -- | 0 | 42.22 | -- | -- | 7.7 | -- | 0.48 | -- | 23.15 | -- | 353.8 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 34 | 3.96 | 3.98 | -- | 9.8 | -- | -- | 841 | -- | 0 | 18 | -- | -- | 2.61 | -- | 0.2 | -- | 23.15 | -- | 353.8 | 8 | -- | -- | 10 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 100 | 6 | 6.28 | -- | 18.7 | -- | -- | 922 | -- | 40 | 54 | -- | -- | 8.51 | -- | 1.4 | -- | 27.3 | -- | 455 | 22 | -- | -- | 10 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 59 | 4.89 | 4.76 | -- | 14.4 | -- | -- | 875 | -- | 13 | 38.1 | -- | -- | 6.27 | -- | 0.69 | -- | 25.72 | -- | 418.9 | 13.3 | -- | -- | 10.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 66 | 2.04 | 2.3 | -- | 8.9 | -- | -- | 81 | -- | 40 | 36 | -- | -- | 5.9 | -- | 1.2 | -- | 4.15 | -- | 101.2 | 14 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 43 | 4.7 | 4.03 | -- | 14.6 | -- | -- | 863 | -- | 0 | 42.22 | -- | -- | 7.7 | -- | 0.48 | -- | 26.7 | -- | 448 | 10 | -- | -- | 10 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 16.35 | 28.67 | 4.91 | -- | 0.46 | -- | 17.59 | -- |
Sample Point Description: Effluent of C1 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.
Sample Point - MR2 Outlet |
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 DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2009-09-09 | Import | -- | 34 | 6.8 | 6.55 | -- | 17.7 | -- | -- | 922 | -- | 48 | 13 | -- | -- | 0.06 | -- | 0.1 | -- | 26.4 | -- | 442 | <5 | -- | -- | 9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2010-04-20 | Import | -- | 43 | 3.49 | 4.02 | -- | 8.2 | -- | -- | 841 | -- | 0 | 49 | -- | -- | 1.54 | -- | 1 | -- | 28.5 | -- | 433 | <5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Geochemical Testing | -- |
2015-05-13 | Import | -- | 100 | 3.6 | 3.65 | -- | 13.6 | -- | -- | 885 | -- | 0 | 40.56 | -- | -- | 0.43 | -- | 0.95 | -- | 23.37 | -- | 370.1 | 5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | SWP | -- | G&C | -- |
Minimum: | 0 | -- | 34 | 3.49 | 3.65 | -- | 8.2 | -- | -- | 841 | -- | 0 | 13 | -- | -- | 0.06 | -- | 0.1 | -- | 23.37 | -- | 370.1 | 5 | -- | -- | 9 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Maximum: | 0 | -- | 100 | 6.8 | 6.55 | -- | 17.7 | -- | -- | 922 | -- | 48 | 49 | -- | -- | 1.54 | -- | 1 | -- | 28.5 | -- | 442 | 5 | -- | -- | 9 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Average: | 0 | -- | 59 | 4.63 | 4.74 | -- | 13.2 | -- | -- | 883 | -- | 16 | 34.2 | -- | -- | 0.68 | -- | 0.68 | -- | 26.09 | -- | 415.0 | 5.0 | -- | -- | 9.00 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Range: | 0 | -- | 66 | 3.31 | 2.9 | -- | 9.5 | -- | -- | 81 | -- | 48 | 36 | -- | -- | 1.48 | -- | 0.9 | -- | 5.13 | -- | 71.9 | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Median: | 0 | -- | 43 | 3.6 | 4.02 | -- | 13.6 | -- | -- | 885 | -- | 0 | 40.56 | -- | -- | 0.43 | -- | 0.95 | -- | 26.4 | -- | 433 | 5 | -- | -- | 9 | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | 0 | -- |
Loading (lb/day): | -- | 19.62 | 26.46 | 0.45 | -- | 0.57 | -- | 17.87 | -- |
Sample Point Description: Final Effluent of the Morgan Run 2 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.