Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - CORAW/OLC1 |
Sample Point Description: Coke Ovens discharge raw water/OLC1 Influent.
- 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 - COOLC1/STB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2001-07-10 | -- | 15 | 3.67 | 3.6 | -- | -- | -- | -- | -- | 0 | 49.6 | 5.23 | -- | 8.82 | -- | 2.26 | -- | 285 | 30 | 0.37 |
| 2001-08-14 | -- | 12 | 3.44 | 3.3 | -- | -- | -- | -- | -- | 0 | 97.8 | 6.45 | -- | 8.91 | -- | 2.18 | -- | 303.6 | 2 | 1.71 |
| 2005-07-26 | -- | -- | 3.2 | 3.1 | -- | -- | -- | -- | -- | 0 | 83.2 | 4.46 | -- | 7.52 | -- | 2.8 | -- | 322.8 | 2 | -- |
| 2006-06-06 | -- | -- | 3.2 | -- | -- | -- | -- | -- | -- | -- | 73.8 | 4.285 | -- | 5.8 | -- | 2.281 | -- | -- | 2 | -- |
| 2006-08-01 | -- | -- | 3.2 | 3 | -- | -- | -- | -- | -- | 0 | 89.2 | 4.36 | -- | 6.295 | -- | 2.451 | -- | 277.2 | 2 | -- |
| 2006-10-17 | -- | -- | -- | 3.2 | -- | -- | -- | -- | -- | 0 | 65.8 | 3.203 | -- | 4.556 | -- | 1.762 | -- | 196.1 | 6 | -- |
| 2007-01-02 | -- | -- | -- | 3 | -- | -- | -- | -- | -- | 0 | 95.8 | 5.111 | -- | 6.004 | -- | 2.26 | -- | 227.5 | 32 | -- |
| 2007-07-17 | -- | -- | 3.02 | 2.9 | -- | -- | -- | -- | -- | 0 | 117.2 | 3.897 | -- | 7.695 | -- | 3.034 | -- | 272.4 | 2 | -- |
| 2008-02-19 | -- | -- | 3 | 3.1 | -- | -- | -- | -- | -- | 0 | 86.4 | 4.747 | -- | 5.571 | -- | 2.306 | -- | 198.7 | 2 | -- |
| 2009-07-15 | -- | -- | 3.09 | 3.1 | -- | -- | -- | -- | -- | 0 | 98.2 | 4.85 | -- | 6.63 | -- | 2.65 | -- | 196.1 | 14 | -- |
| 2011-11-08 | -- | -- | 3.1 | 3.1 | -- | -- | -- | -- | -- | 0 | 83.2 | 3.74 | -- | 4.497 | -- | 2.102 | -- | 125.9 | 5 | 0.27 |
| 2012-03-20 | -- | -- | 2.99 | 3 | -- | -- | -- | -- | -- | 0 | 87.2 | 4.109 | -- | 4.784 | -- | 2.287 | -- | 192.7 | 5 | 0.23 |
| 2012-05-15 | -- | -- | 3.12 | 3.1 | -- | -- | -- | -- | -- | 0 | 75.2 | 3.465 | -- | 4.076 | -- | 1.881 | -- | 172.5 | 5 | 0.22 |
| 2012-08-22 | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | 0 | 107.6 | 5.086 | -- | 5.995 | -- | 2.912 | -- | 213.1 | 5 | 0.45 |
| 2013-03-07 | -- | -- | 2.99 | 2.9 | -- | -- | -- | -- | -- | 0 | 93.2 | 5.41 | -- | 6.396 | -- | 2.755 | -- | 270.5 | 6 | 0.49 |
| 2014-08-21 | -- | -- | 2.74 | 2.9 | -- | -- | -- | -- | -- | 0 | 115.6 | 5.932 | -- | 6.83 | -- | 2.918 | -- | 297.2 | 6 | 0.57 |
| 2015-06-16 | -- | -- | 2.93 | -- | -- | -- | 12.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-10-08 | -- | -- | 2.95 | -- | -- | -- | 11.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2016-01-11 | -- | -- | 3.03 | 3.1 | -- | -- | 9.0 | -- | -- | 0 | 73.4 | 3.979 | -- | 4.313 | -- | 2.206 | -- | 185.5 | <5 | 0.2 |
| 2016-06-14 | -- | -- | -- | 3.0 | -- | -- | -- | -- | -- | 0 | 95.2 | 6.315 | -- | 5.995 | -- | 2.773 | -- | 264.2 | <5 | 0.351 |
| 2016-09-13 | -- | -- | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 132.2 | 6.197 | -- | 6.39 | -- | 3.081 | -- | 286.9 | <5 | 0.63 |
| 2016-10-18 | -- | -- | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 127.6 | 5.74 | -- | 6.551 | -- | 3.136 | -- | 240.2 | <5 | 0.49 |
| 2017-01-18 | -- | -- | 2.93 | 3.1 | -- | -- | 8.4 | -- | -- | 0 | 71.4 | 4.107 | -- | 4.521 | -- | 2.158 | -- | 165.3 | <5 | 0.419 |
| 2017-06-20 | -- | -- | 2.98 | 3.0 | -- | -- | 11.1 | -- | -- | 0 | 93.0 | 5.008 | -- | 5.278 | -- | 2.539 | -- | 212.3 | <5 | 0.837 |
| 2017-08-10 | -- | -- | 2.95 | 2.9 | -- | -- | 11.6 | -- | -- | 0 | 112.2 | 6.403 | -- | 6.634 | -- | 3.225 | -- | 284.4 | <5 | 1.242 |
| 2017-10-19 | -- | -- | 2.80 | 2.9 | -- | -- | 9.5 | -- | -- | 0 | 135.8 | 6.007 | -- | 6.799 | -- | 3.353 | -- | 343.6 | 8 | 0.653 |
| 2018-03-14 | -- | -- | 3.04 | 3.0 | -- | -- | 7.4 | -- | -- | 0 | 112.4 | 4.771 | -- | 5.22 | -- | 2.425 | -- | 215.2 | <5 | 0.353 |
| 2018-05-17 | -- | -- | 3.02 | 3.1 | -- | -- | 11.5 | -- | -- | 0 | 67.0 | 12.868 | -- | 4.035 | -- | 1.853 | -- | 157.4 | <5 | 0.219 |
| 2018-08-09 | -- | -- | 2.99 | -- | -- | -- | 13.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2020-03-16 | -- | -- | 3.04 | -- | -- | -- | -- | 746 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2021-05-25 | -- | -- | 3.13 | -- | -- | -- | -- | 794 | -- | 0 | 98.8 | 4.509 | -- | 5.021 | -- | 2.477 | -- | 210.5 | <5 | -- |
| 2021-10-12 | -- | -- | 2.99 | -- | -- | -- | -- | 850 | -- | 0 | 115.4 | 5.391 | -- | 5.803 | -- | 2.615 | -- | 435 | <5 | -- |
| Minimum: | -- | 12 | 2.74 | 2.8 | -- | -- | 7.4 | 746 | -- | 0 | 49.6 | 3.203 | -- | 4.035 | -- | 1.762 | -- | 125.9 | 2 | 0.2 |
| Maximum: | -- | 15 | 3.67 | 3.6 | -- | -- | 13.5 | 850 | -- | 0 | 135.8 | 12.868 | -- | 8.91 | -- | 3.353 | -- | 435 | 32 | 1.71 |
| Average: | -- | 14 | 3.06 | 3.04 | -- | -- | 10.6 | 797 | -- | 0 | 94.8 | 5.20 | -- | 5.96 | -- | 2.52 | -- | 242.7 | 7.9 | 0.54 |
| Range: | -- | 3 | 0.93 | 0.8 | -- | -- | 6.1 | 104 | -- | 0 | 86.2 | 9.665 | -- | 4.875 | -- | 1.591 | -- | 309.1 | 30 | 1.51 |
| Median: | -- | 13.5 | 3.02 | 3 | -- | -- | 11.3 | 794 | -- | 0 | 94.2 | 4.93 | -- | 6 | -- | 2.46 | -- | 227.5 | 5 | 0.43 |
| Loading (lb/day): | -- | -- | 11.52 | 0.94 | -- | 1.44 | -- | 0.36 | -- |
Sample Point Description: Coke Ovens OLC1 effluent/Stabilization Pond influent
- 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 - COSTB/OLC2 |
Sample Point Description: Coke Ovens Stabilization Pond effluent/OLC2 influent.
- 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 - COOLC2/SAP |
Sample Point Description: Coke Ovens OLC2 effluent/SAP influent.
- 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 - COSAP/SED |
Sample Point Description: Coke Ovens SAP effluent/Sed Pond influent.
- 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 - COSED/WET |
Sample Point Description: Coke Ovens Sed Pond effluent/Wetlands influent.
- 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 - COWETOUT |
Sample Point Description: Coke Ovens system final effluent from Wetlands.
- 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 - COSAPFLUSH |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2002-02-12 | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 68 | 0 | 0.61 | -- | 2.38 | -- | 0.261 | -- | 192 | 10 | 0.6 |
| 2002-03-05 | -- | -- | -- | 7.5 | -- | -- | -- | -- | -- | 66 | 0 | 0.53 | -- | 3.19 | -- | 0.372 | -- | 208 | 2 | 0.33 |
| Minimum: | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | 66 | 0 | 0.53 | -- | 2.38 | -- | 0.261 | -- | 192 | 2 | 0.33 |
| Maximum: | -- | -- | -- | 7.5 | -- | -- | -- | -- | -- | 68 | 0 | 0.61 | -- | 3.19 | -- | 0.372 | -- | 208 | 10 | 0.6 |
| Average: | -- | -- | -- | 7.20 | -- | -- | -- | -- | -- | 67 | 0 | 0.57 | -- | 2.79 | -- | 0.32 | -- | 200.0 | 6.0 | 0.47 |
| Range: | -- | -- | -- | 0.6 | -- | -- | -- | -- | -- | 2 | 0 | 0.08 | -- | 0.81 | -- | 0.111 | -- | 16 | 8 | 0.27 |
| Median: | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | 67 | 0 | 0.57 | -- | 2.79 | -- | 0.32 | -- | 200 | 6 | 0.47 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Coke Ovens SAP flush 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.