Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA258A1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 200 | 3.65 | 3.8 | -- | -- | 8.7 | 1080 | 0 | 0 | 53 | 1.71 | -- | 14.2 | -- | 2.47 | -- | 471 | <5 | -- |
| 2010-04-26 | -- | 240 | 3.72 | 3.9 | -- | -- | 9.6 | 569 | 0 | 0 | 38 | 11.8 | -- | 9.47 | -- | 2.03 | -- | 275 | <5 | -- |
| 2012-05-15 | -- | 100 | 4.24 | 3.6 | -- | -- | 13 | 631 | 0 | 0 | 43 | 2.48 | -- | 10.20 | -- | 1.35 | -- | 277 | <5.0 | -- |
| 2015-05-21 | -- | 15 | 3.36 | 3.7 | -- | -- | 11 | 871 | -- | 0 | 56 | 1.96 | -- | 15.21 | -- | 1.52 | -- | 395 | <5 | -- |
| 2018-05-24 | Bucket | 19 | 3.69 | 3.9 | -- | -- | 15.2 | 743 | -- | 0 | 41 | 1.36 | -- | 10.47 | -- | 1.23 | -- | 313 | <2 | -- |
| Minimum: | 0 | 15 | 3.36 | 3.6 | -- | -- | 8.7 | 569 | 0 | 0 | 38 | 1.36 | -- | 9.47 | -- | 1.23 | -- | 275 | -- | -- |
| Maximum: | 0 | 240 | 4.24 | 3.9 | -- | -- | 15.2 | 1080 | 0 | 0 | 56 | 11.8 | -- | 15.21 | -- | 2.47 | -- | 471 | -- | -- |
| Average: | 0 | 115 | 3.73 | 3.78 | -- | -- | 11.5 | 779 | 0 | 0 | 46.2 | 3.86 | -- | 11.91 | -- | 1.72 | -- | 346.2 | -- | -- |
| Range: | 0 | 225 | 0.88 | 0.3 | -- | -- | 6.5 | 511 | 0 | 0 | 18 | 10.44 | -- | 5.74 | -- | 1.24 | -- | 196 | -- | -- |
| Median: | 0 | 100 | 3.69 | 3.8 | -- | -- | 11 | 743 | 0 | 0 | 43 | 1.96 | -- | 10.47 | -- | 1.52 | -- | 313 | -- | -- |
| Loading (lb/day): | -- | -- | 61.64 | 8.36 | -- | 15.77 | -- | 2.79 | -- |
Sample Point Description: Abandoned Mine Discharge; Source water is a stream intake on Morgan Run; The water is conveyed to the Equalization Basin and is one of the sources of AMD MR Tuff System A1 and A2. This point is not being used for loading calculation therefore not considered the official influent source of the 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 - PA258A3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-04-26 | -- | -- | 3.6 | 3.9 | -- | -- | 10.6 | 1040 | 0 | 0 | 49 | 0.69 | -- | 13.1 | -- | 3.03 | -- | 540 | <5 | -- |
| 2012-05-15 | -- | -- | 4.2 | 3.8 | -- | -- | 14 | 917 | 0 | 0 | 42 | 0.53 | -- | 10.10 | -- | 1.98 | -- | 451 | <5.0 | -- |
| 2015-05-21 | -- | 2 | 3.49 | 4.0 | -- | -- | 11 | 964 | -- | 0 | 46 | 0.53 | -- | 11.29 | -- | 2.40 | -- | 492 | <5 | -- |
| Minimum: | -- | 2 | 3.49 | 3.8 | -- | -- | 10.6 | 917 | 0 | 0 | 42 | 0.53 | -- | 10.10 | -- | 1.98 | -- | 451 | -- | -- |
| Maximum: | -- | 2 | 4.2 | 4.0 | -- | -- | 14 | 1040 | 0 | 0 | 49 | 0.69 | -- | 13.1 | -- | 3.03 | -- | 540 | -- | -- |
| Average: | -- | 2 | 3.76 | 3.90 | -- | -- | 11.9 | 974 | 0 | 0 | 45.7 | 0.58 | -- | 11.50 | -- | 2.47 | -- | 494.3 | -- | -- |
| Range: | -- | 0 | 0.71 | 0.2 | -- | -- | 3.4 | 123 | 0 | 0 | 7 | 0.16 | -- | 3 | -- | 1.05 | -- | 89 | -- | -- |
| Median: | -- | 2 | 3.6 | 3.9 | -- | -- | 11 | 964 | 0 | 0 | 46 | 0.53 | -- | 11.29 | -- | 2.4 | -- | 492 | -- | -- |
| Loading (lb/day): | -- | -- | 1.11 | 0.01 | -- | 0.27 | -- | 0.06 | -- |
Sample Point Description: AMD; Enters Equalization Basin. May not always be clearly visible for sampling; Is one of the sources for the A1 and A2 system; Not utilized for loading calculations therefore not considered the official influent to the 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 - PA258A2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 5 | 5.55 | 5.6 | -- | -- | 10.1 | 695 | 5 | 10 | 26 | 3.83 | -- | 7.47 | -- | 2.55 | -- | 353 | 15 | -- |
| 2010-04-26 | -- | 4 | 3.87 | 4.2 | -- | -- | 9.2 | 972 | 0 | 2 | 39 | 0.27 | -- | 12.4 | -- | 1.7 | -- | 475 | <5 | -- |
| 2015-05-21 | -- | 65 | 3.42 | 3.9 | -- | -- | 13 | 958 | -- | 0 | 50 | 0.74 | -- | 11.88 | -- | 2.05 | -- | 460 | <5 | -- |
| 2018-05-24 | Bucket | 51 | 3.73 | 4 | -- | -- | 16.7 | 885 | -- | 0 | 41 | 0.59 | -- | 9.6 | -- | 1.78 | -- | 422 | 3 | -- |
| 2020-09-15 | -- | 1.8 | 4.42 | 4.1 | -- | -- | -- | 896 | 0 | 0 | 36 | 3.58 | -- | 11.88 | -- | 0.28 | -- | 434 | 10 | -- |
| 2023-06-13 | Measured | 30 | 4.5 | 3.96 | -- | -- | 15.6 | 885 | -- | <0.10 | 72.3 | 0.87 | -- | 10.35 | -- | 1.12 | -- | 389.5 | <5 | -- |
| Minimum: | 0 | 1.8 | 3.42 | 3.9 | -- | -- | 9.2 | 695 | 0 | 0 | 26 | 0.27 | -- | 7.47 | -- | 0.28 | -- | 353 | 3 | -- |
| Maximum: | 0 | 65 | 5.55 | 5.6 | -- | -- | 16.7 | 972 | 5 | 10 | 72.3 | 3.83 | -- | 12.4 | -- | 2.55 | -- | 475 | 15 | -- |
| Average: | 0 | 26 | 4.25 | 4.29 | -- | -- | 12.9 | 882 | 1.67 | 2 | 44.1 | 1.65 | -- | 10.60 | -- | 1.58 | -- | 422.3 | 9.3 | -- |
| Range: | 0 | 63.2 | 2.13 | 1.7 | -- | -- | 7.5 | 277 | 5 | 10 | 46.3 | 3.56 | -- | 4.93 | -- | 2.27 | -- | 122 | 12 | -- |
| Median: | 0 | 17.5 | 4.15 | 4.05 | -- | -- | 13 | 890.5 | 0 | 0 | 40 | 0.81 | -- | 11.12 | -- | 1.74 | -- | 428 | 10 | -- |
| Loading (lb/day): | 0.3 | 0.35 | 15.75 | 0.26 | -- | 3.37 | -- | 0.56 | -- |
Sample Point Description: Abandoned Mine Discharge; Effluent of the collection/equalization basin which collects sources A1 and A3; Influent to Limestone Cell A1; This is used as the influent to the system for calculating loadings; part of the A 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 - PA258B1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 200 | 7.02 | 6.9 | -- | -- | 9 | 974 | 25 | 75 | -28 | 0.52 | -- | 15.7 | -- | 0.36 | -- | 436 | <5 | -- |
| 2010-04-26 | -- | -- | 6 | 6.8 | -- | -- | 12 | 984 | 30 | 24 | 8 | 1.16 | -- | 13.2 | -- | 0.43 | -- | 476 | 7 | -- |
| 2012-05-15 | -- | -- | 6.13 | 6.6 | -- | -- | 17 | 815 | 50 | 25 | 3 | 1.18 | -- | 10.10 | -- | 0.76 | -- | 379 | <5.0 | -- |
| 2015-05-21 | -- | -- | 5.69 | 6.1 | -- | -- | 15 | 940 | -- | 14 | 22 | 0.62 | -- | 10.83 | -- | 1.63 | -- | 458 | <5 | -- |
| 2018-05-24 | Bucket | 45 | 6.33 | 7.1 | -- | -- | 16.4 | 903 | -- | 36 | -13 | <0.05 | -- | 1.06 | -- | 0.09 | -- | 417 | 5 | -- |
| 2020-09-15 | -- | -- | 7.52 | 7.3 | -- | -- | -- | 974 | -- | 63 | -44 | 0.11 | -- | 1.13 | -- | 0.08 | -- | 418 | 4 | -- |
| 2020-09-15 | -- | 14 | 7.32 | -- | -- | -- | -- | -- | 120 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-13 | Measured | 16.5 | 6.13 | 7.12 | -- | -- | 16.5 | 873 | -- | 36.58 | -25.08 | 0.11 | -- | 0.24 | -- | <0.10 | -- | 385.8 | <5 | -- |
| Minimum: | 0 | 14 | 5.69 | 6.1 | -- | -- | 9 | 815 | 25 | 14 | -44 | 0.11 | -- | 0.24 | -- | 0.08 | -- | 379 | 4 | -- |
| Maximum: | 0 | 200 | 7.52 | 7.3 | -- | -- | 17 | 984 | 120 | 75 | 22 | 1.18 | -- | 15.7 | -- | 1.63 | -- | 476 | 7 | -- |
| Average: | 0 | 69 | 6.52 | 6.85 | -- | -- | 14.3 | 923 | 56.25 | 39 | -11.0 | 0.62 | -- | 7.47 | -- | 0.56 | -- | 424.3 | 5.3 | -- |
| Range: | 0 | 186 | 1.83 | 1.2 | -- | -- | 8 | 169 | 95 | 61 | 66 | 1.07 | -- | 15.46 | -- | 1.55 | -- | 97 | 3 | -- |
| Median: | 0 | 30.75 | 6.23 | 6.9 | -- | -- | 15.7 | 940 | 40 | 36 | -13 | 0.57 | -- | 10.1 | -- | 0.4 | -- | 418 | 5 | -- |
| Loading (lb/day): | 40.15 | 69.01 | -26.44 | 0.64 | -- | 12.79 | -- | 0.46 | -- |
Sample Point Description: Effluent of Drainable Limestone Bed Cell A1; Prior to 207, this was the effluent of a layered Vertical Flow 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 - PA258C1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-05-24 | Bucket | 64 | 6.51 | 7.2 | -- | -- | 18.2 | 860 | -- | 30 | -11 | <0.05 | -- | 1.32 | -- | 0.09 | -- | 398 | 5 | -- |
| 2020-09-15 | -- | 1.8 | 7.15 | 7.4 | -- | -- | -- | 1010 | 120 | 60 | -44 | <0.05 | -- | 0.1 | -- | <0.05 | -- | 454 | 5 | -- |
| 2023-06-13 | Measured | 24 | 6.48 | 7.23 | -- | -- | 16.7 | 870 | -- | 39.56 | -31.16 | <0.10 | -- | 0.91 | -- | <0.10 | -- | 369.8 | <5 | -- |
| Minimum: | 0 | 1.8 | 6.48 | 7.2 | -- | -- | 16.7 | 860 | 120 | 30 | -44 | -- | -- | 0.1 | -- | 0.09 | -- | 369.8 | 5 | -- |
| Maximum: | 0 | 64 | 7.15 | 7.4 | -- | -- | 18.2 | 1010 | 120 | 60 | -11 | -- | -- | 1.32 | -- | 0.09 | -- | 454 | 5 | -- |
| Average: | 0 | 30 | 6.71 | 7.28 | -- | -- | 17.5 | 913 | 120.00 | 43 | -28.7 | -- | -- | 0.78 | -- | 0.09 | -- | 407.3 | 5.0 | -- |
| Range: | 0 | 62.2 | 0.67 | 0.2 | -- | -- | 1.5 | 150 | 0 | 30 | 33 | -- | -- | 1.22 | -- | 0 | -- | 84.2 | 0 | -- |
| Median: | 0 | 24 | 6.51 | 7.23 | -- | -- | 17.45 | 870 | 120 | 39.56 | -31.16 | -- | -- | 0.91 | -- | 0.09 | -- | 398 | 5 | -- |
| Loading (lb/day): | 2.6 | 11.93 | -8.73 | -- | -- | 0.43 | -- | 0.07 | -- |
Sample Point Description: Effluent of the Settling Basin and Final effluent of the MR Tuff A1 system; Prior to 2017, the effluent of this pond flowed into the 2nd VFP. That data is available as sample point PA258C1 (Old).
- 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 - PA258C1 (Old) |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 200 | 7.17 | 7.2 | -- | -- | 9.5 | 922 | 20 | 58 | -17 | 0.78 | -- | 19.1 | -- | 0.64 | -- | 413 | 12 | -- |
| 2010-04-26 | -- | 171 | 5.9 | 6.7 | -- | -- | 12.1 | 991 | 20 | 21 | 11 | 1.22 | -- | 14.9 | -- | 0.65 | -- | 490 | 7 | -- |
| 2012-05-15 | -- | -- | 6.34 | 6.7 | -- | -- | 17 | 804 | 25 | 26 | 0 | 0.74 | -- | 9.44 | -- | 0.48 | -- | 385 | <5.0 | -- |
| 2015-05-21 | -- | 0 | 6.08 | 6.2 | -- | -- | 17 | 916 | -- | 16 | 14 | 0.28 | -- | 9.06 | -- | 0.77 | -- | 448 | <5 | -- |
| Minimum: | -- | 0 | 5.9 | 6.2 | -- | -- | 9.5 | 804 | 20 | 16 | -17 | 0.28 | -- | 9.06 | -- | 0.48 | -- | 385 | 7 | -- |
| Maximum: | -- | 200 | 7.17 | 7.2 | -- | -- | 17 | 991 | 25 | 58 | 14 | 1.22 | -- | 19.1 | -- | 0.77 | -- | 490 | 12 | -- |
| Average: | -- | 124 | 6.37 | 6.70 | -- | -- | 13.9 | 908 | 21.67 | 30 | 2.0 | 0.76 | -- | 13.13 | -- | 0.64 | -- | 434.0 | 9.5 | -- |
| Range: | -- | 200 | 1.27 | 1 | -- | -- | 7.5 | 187 | 5 | 42 | 31 | 0.94 | -- | 10.04 | -- | 0.29 | -- | 105 | 5 | -- |
| Median: | -- | 171 | 6.21 | 6.7 | -- | -- | 14.55 | 919 | 20 | 23.5 | 5.5 | 0.76 | -- | 12.17 | -- | 0.65 | -- | 430.5 | 9.5 | -- |
| Loading (lb/day): | 44.59 | 91.3 | -9.13 | 2.19 | -- | 38.27 | -- | 1.44 | -- |
Sample Point Description: Sampling point associated with the original system. Was the Effluent of Settling Basin and influent to the 2nd VFP.
- 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 - PA258A4 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-05-24 | Bucket | 30 | 3.8 | 4 | -- | -- | 16.7 | 871 | -- | 0 | 39 | 0.69 | -- | 10.31 | -- | 1.87 | -- | 410 | 6 | -- |
| 2020-09-15 | -- | 6.4 | 4.29 | 4 | -- | -- | -- | 903 | 0 | 0 | 36 | 4.38 | -- | 13.76 | -- | 0.29 | -- | 426 | 12 | -- |
| 2023-06-13 | Measured | 10.5 | 4.1 | 3.89 | -- | -- | 15.4 | 886 | -- | <0.10 | 77.26 | 1.17 | -- | 10.82 | -- | 1.15 | -- | 396.8 | <5 | -- |
| Minimum: | 0 | 6.4 | 3.8 | 3.89 | -- | -- | 15.4 | 871 | 0 | 0 | 36 | 0.69 | -- | 10.31 | -- | 0.29 | -- | 396.8 | 6 | -- |
| Maximum: | 0 | 30 | 4.29 | 4 | -- | -- | 16.7 | 903 | 0 | 0 | 77.26 | 4.38 | -- | 13.76 | -- | 1.87 | -- | 426 | 12 | -- |
| Average: | 0 | 16 | 4.06 | 3.96 | -- | -- | 16.1 | 887 | 0 | 0 | 50.8 | 2.08 | -- | 11.63 | -- | 1.10 | -- | 410.9 | 9.0 | -- |
| Range: | 0 | 23.6 | 0.49 | 0.11 | -- | -- | 1.3 | 32 | 0 | 0 | 41.26 | 3.69 | -- | 3.45 | -- | 1.58 | -- | 29.2 | 6 | -- |
| Median: | 0 | 10.5 | 4.1 | 4 | -- | -- | 16.05 | 886 | 0 | 0 | 39 | 1.17 | -- | 10.82 | -- | 1.15 | -- | 410 | 9 | -- |
| Loading (lb/day): | -- | -- | 8.86 | 0.24 | -- | 2.05 | -- | 0.28 | -- |
Sample Point Description: AMD; Influent to Limestone Cell A2 and MR Tuff A2 system; Source is the Equalization Basin which consists of discharges A1 and A3, but is used as an influent source for loading calculations
- 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 - PA258D1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 200 | 6.94 | 7.8 | -- | -- | 7.8 | 915 | 20 | 58 | -19 | 0.39 | -- | 10.7 | -- | 0.05 | -- | 401 | 7 | -- |
| 2010-04-26 | -- | -- | 6.25 | 6.9 | -- | -- | 10.2 | 1010 | 30 | 29 | -4 | 0.53 | -- | 10.2 | -- | 0.36 | -- | 498 | 5 | -- |
| 2012-05-15 | -- | -- | 6.57 | 6.9 | -- | -- | 17 | 811 | 35 | 39 | -20 | 0.12 | -- | 2.57 | -- | 0.11 | -- | 384 | 5.0 | -- |
| 2015-05-21 | -- | 65 | 6.63 | 6.7 | -- | -- | 17 | 953 | -- | 48 | -28 | <0.05 | -- | 0.30 | -- | <0.05 | -- | 446 | <5 | -- |
| 2018-05-24 | Bucket | 35 | 7.16 | 7.6 | -- | -- | 16.1 | 841 | -- | 46 | -29 | 0.06 | -- | <0.02 | -- | 0.21 | -- | 368 | 4 | -- |
| 2020-09-15 | -- | 6.5 | 7.04 | 7.3 | -- | -- | -- | 968 | 100 | 55 | -38 | 0.06 | -- | 0.2 | -- | 0.24 | -- | 433 | 4 | -- |
| 2023-06-13 | Measured | 10.5 | 6.28 | 7.58 | -- | -- | 16.2 | 901 | -- | 62.96 | -45.66 | <0.10 | -- | 0.17 | -- | <0.10 | -- | 376.2 | <5 | -- |
| Minimum: | 0 | 6.5 | 6.25 | 6.7 | -- | -- | 7.8 | 811 | 20 | 29 | -45.66 | 0.06 | -- | 0.17 | -- | 0.05 | -- | 368 | 4 | -- |
| Maximum: | 0 | 200 | 7.16 | 7.8 | -- | -- | 17 | 1010 | 100 | 62.96 | -4 | 0.53 | -- | 10.7 | -- | 0.36 | -- | 498 | 7 | -- |
| Average: | 0 | 63 | 6.70 | 7.25 | -- | -- | 14.1 | 914 | 46.25 | 48 | -26.2 | 0.23 | -- | 4.02 | -- | 0.19 | -- | 415.2 | 5.0 | -- |
| Range: | 0 | 193.5 | 0.91 | 1.1 | -- | -- | 9.2 | 199 | 80 | 33.96 | 41.66 | 0.47 | -- | 10.53 | -- | 0.31 | -- | 130 | 3 | -- |
| Median: | 0 | 35 | 6.63 | 7.3 | -- | -- | 16.15 | 915 | 32.5 | 48 | -28 | 0.12 | -- | 1.44 | -- | 0.21 | -- | 401 | 5 | -- |
| Loading (lb/day): | 27.95 | 41.71 | -17.7 | 0.32 | -- | 6.5 | -- | 0.08 | -- |
Sample Point Description: Effluent of Drainable Limestone Bed Cell A2; Prior to 2017, this was the effluent of a layered Vertical Flow 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 - PA258E1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 200 | 7.36 | 7.5 | -- | -- | 7.9 | 885 | 20 | 59 | -21 | 0.53 | -- | 11.7 | -- | 0.26 | -- | 434 | 8 | -- |
| 2010-04-26 | -- | 170 | 6.4 | 7 | -- | -- | 12.6 | 1040 | 30 | 35 | -12 | 0.35 | -- | 9.2 | -- | 0.21 | -- | 512 | 5 | -- |
| 2012-05-15 | -- | 100 | 6.93 | 7.1 | -- | -- | 18 | 816 | 40 | 42 | -23 | 0.07 | -- | 1.78 | -- | 0.07 | -- | 386 | <5.0 | -- |
| 2015-05-21 | -- | 0 | 8.24 | 7.1 | -- | -- | 18 | 964 | -- | 51 | -31 | 0.05 | -- | 0.43 | -- | <0.05 | -- | 438 | <5 | -- |
| 2018-05-24 | Weir | 29 | 7.78 | 7.9 | -- | -- | 20.4 | 808 | -- | 45 | -20 | <0.05 | -- | 0.08 | -- | 0.17 | -- | 352 | 5 | -- |
| 2020-09-15 | -- | 6.5 | 7.35 | 7.4 | -- | -- | -- | 1000 | 80 | 54 | -37 | 0.19 | -- | 0.44 | -- | 0.7 | -- | 454 | 13 | -- |
| 2023-06-13 | Measured | 10.5 | 6.76 | 7.61 | -- | -- | 17.2 | 898 | -- | 76.72 | -71.14 | <0.10 | -- | 0.46 | -- | <0.10 | -- | 309.4 | <5 | -- |
| Minimum: | 0 | 0 | 6.4 | 7 | -- | -- | 7.9 | 808 | 20 | 35 | -71.14 | 0.05 | -- | 0.08 | -- | 0.07 | -- | 309.4 | 5 | -- |
| Maximum: | 0 | 200 | 8.24 | 7.9 | -- | -- | 20.4 | 1040 | 80 | 76.72 | -12 | 0.53 | -- | 11.7 | -- | 0.7 | -- | 512 | 13 | -- |
| Average: | 0 | 74 | 7.26 | 7.37 | -- | -- | 15.7 | 916 | 42.50 | 52 | -30.7 | 0.24 | -- | 3.44 | -- | 0.28 | -- | 412.2 | 7.8 | -- |
| Range: | 0 | 200 | 1.84 | 0.9 | -- | -- | 12.5 | 232 | 60 | 41.72 | 59.14 | 0.48 | -- | 11.62 | -- | 0.63 | -- | 202.6 | 8 | -- |
| Median: | 0 | 29 | 7.35 | 7.4 | -- | -- | 17.6 | 898 | 35 | 51 | -23 | 0.19 | -- | 0.46 | -- | 0.21 | -- | 434 | 6.5 | -- |
| Loading (lb/day): | 40.93 | 48.9 | -20.25 | 0.52 | -- | 8.2 | -- | 0.25 | -- |
Sample Point Description: Effluent of Settling Basin A2 and Final Effluent of MR Tuff System A2; Originally this would have been the final effluent of what is now the A1 and A2 systems before they were separated into two different systems. Therefore data prior to 2017, the water quality may be different. Comparethe old and new schematics for clarification.
- 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 - PA258F1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 2 | 3.99 | 4 | -- | -- | 8.2 | 889 | 5 | 0 | 52 | 3.67 | -- | 19 | -- | 3.66 | -- | 442 | <5 | -- |
| 2010-04-26 | -- | 20 | 3.7 | 3.9 | -- | -- | 10 | 895 | 0 | 0 | 43 | 1.26 | -- | 11.9 | -- | 2.02 | -- | 432 | <5 | -- |
| 2012-05-15 | -- | 10 | 4.24 | 3.9 | -- | -- | 13 | 794 | 0 | 0 | 33 | 1.00 | -- | 10.10 | -- | 1.10 | -- | 377 | <5.0 | -- |
| 2018-05-24 | Bucket | 8 | 3.68 | 3.9 | -- | -- | 15 | 835 | -- | 0 | 33 | 1.16 | -- | 9.28 | -- | 0.72 | -- | 389 | 3 | -- |
| 2020-09-15 | -- | 3.6 | 4.5 | -- | -- | -- | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-13 | Measured | 3 | 5.94 | 4.41 | -- | -- | 12.6 | 804 | -- | <0.10 | 55.36 | 5.35 | -- | 7.3 | -- | 0.84 | -- | 303 | 6 | -- |
| Minimum: | 0 | 2 | 3.68 | 3.9 | -- | -- | 8.2 | 794 | 0 | 0 | 33 | 1.00 | -- | 7.3 | -- | 0.72 | -- | 303 | 3 | -- |
| Maximum: | 0 | 20 | 5.94 | 4.41 | -- | -- | 15 | 895 | 5 | 0 | 55.36 | 5.35 | -- | 19 | -- | 3.66 | -- | 442 | 6 | -- |
| Average: | 0 | 8 | 4.34 | 4.02 | -- | -- | 11.8 | 843 | 1.25 | 0 | 43.3 | 2.49 | -- | 11.52 | -- | 1.67 | -- | 388.6 | 4.5 | -- |
| Range: | 0 | 18 | 2.26 | 0.51 | -- | -- | 6.8 | 101 | 5 | 0 | 22.36 | 4.35 | -- | 11.7 | -- | 2.94 | -- | 139 | 3 | -- |
| Median: | 0 | 5.8 | 4.12 | 3.9 | -- | -- | 12.6 | 835 | 0 | 0 | 43 | 1.26 | -- | 10.1 | -- | 1.1 | -- | 389 | 4.5 | -- |
| Loading (lb/day): | 0.12 | -- | 4.14 | 0.16 | -- | 1.14 | -- | 0.16 | -- |
Sample Point Description: Influent to Mr Tuff System B
- 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 - PA258G1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 2 | 7.71 | 7.4 | -- | -- | 8.7 | 764 | 25 | 70 | -43 | 0.05 | -- | 0.09 | -- | 0.1 | -- | 341 | <5 | -- |
| 2010-04-26 | -- | 40 | 6.78 | 7.4 | -- | -- | 12.2 | 1090 | 50 | 57 | -39 | 0.14 | -- | 0.23 | -- | 0.21 | -- | 520 | <5 | -- |
| 2012-05-15 | -- | -- | 6.12 | 7.2 | -- | -- | 12 | 778 | 55 | 56 | -38 | 0.14 | -- | 0.66 | -- | 0.15 | -- | 341 | <5.0 | -- |
| 2018-05-24 | Bucket | 8 | 6.8 | 7.6 | -- | -- | 15.4 | 808 | -- | 48 | -25 | 0.11 | -- | <0.02 | -- | 0.07 | -- | 347 | 2 | -- |
| 2020-09-15 | -- | 3.7 | 7.23 | 7.5 | -- | -- | -- | 851 | 100 | 68 | -55 | <0.05 | -- | 0.08 | -- | <0.05 | -- | 339 | <2 | -- |
| 2023-06-13 | Measured | 3 | 6.82 | 7.71 | -- | -- | 14.1 | 792 | -- | 82.5 | -79.28 | <0.10 | -- | <0.05 | -- | <0.10 | -- | 303.7 | <5 | -- |
| Minimum: | 0 | 2 | 6.12 | 7.2 | -- | -- | 8.7 | 764 | 25 | 48 | -79.28 | 0.05 | -- | 0.08 | -- | 0.07 | -- | 303.7 | 2 | -- |
| Maximum: | 0 | 40 | 7.71 | 7.71 | -- | -- | 15.4 | 1090 | 100 | 82.5 | -25 | 0.14 | -- | 0.66 | -- | 0.21 | -- | 520 | 2 | -- |
| Average: | 0 | 11 | 6.91 | 7.47 | -- | -- | 12.5 | 847 | 57.50 | 64 | -46.6 | 0.11 | -- | 0.27 | -- | 0.13 | -- | 365.3 | 2.0 | -- |
| Range: | 0 | 38 | 1.59 | 0.51 | -- | -- | 6.7 | 326 | 75 | 34.5 | 54.28 | 0.09 | -- | 0.58 | -- | 0.14 | -- | 216.3 | 0 | -- |
| Median: | 0 | 3.7 | 6.81 | 7.45 | -- | -- | 12.2 | 800 | 52.5 | 62.5 | -41 | 0.13 | -- | 0.16 | -- | 0.13 | -- | 341 | 2 | -- |
| Loading (lb/day): | 9.7 | 7.94 | -5.5 | 0.03 | -- | 0.04 | -- | 0.04 | -- |
Sample Point Description: Effluent of Limestone Pond B1
- 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 - PA258H1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-11-11 | -- | 2 | 7.68 | 7.5 | -- | -- | 8.3 | 755 | 25 | 67 | -43 | 0.07 | -- | 0.07 | -- | 0.13 | -- | 345 | <5 | -- |
| 2010-04-26 | -- | 40 | 6.7 | 7.3 | -- | -- | 13.3 | 1050 | 45 | 48 | -30 | 0.24 | -- | 0.16 | -- | 0.2 | -- | 491 | 5 | -- |
| 2012-05-15 | -- | 10 | 7.04 | 7.2 | -- | -- | 18 | 716 | 40 | 47 | -30 | 0.13 | -- | 0.29 | -- | 0.12 | -- | 317 | <5.0 | -- |
| 2018-05-24 | Weir | 28 | 6.98 | 7.5 | -- | -- | 22.2 | 751 | -- | 49 | -25 | 0.17 | -- | 0.31 | -- | 0.15 | -- | 302 | 6 | -- |
| 2020-09-15 | -- | -- | 7.01 | 7.3 | -- | -- | -- | 839 | -- | 58 | -42 | <0.05 | -- | 0.09 | -- | <0.05 | -- | 353 | 6 | -- |
| 2020-09-15 | -- | 3.6 | 7.01 | -- | -- | -- | -- | -- | 80 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-13 | Measured | 3 | 6.98 | 7.61 | -- | -- | 17.1 | 742 | -- | 83.6 | -74.4 | 0.29 | -- | 0.25 | -- | <0.10 | -- | 280.7 | <5 | -- |
| Minimum: | 0 | 2 | 6.7 | 7.2 | -- | -- | 8.3 | 716 | 25 | 47 | -74.4 | 0.07 | -- | 0.07 | -- | 0.12 | -- | 280.7 | 5 | -- |
| Maximum: | 0 | 40 | 7.68 | 7.61 | -- | -- | 22.2 | 1050 | 80 | 83.6 | -25 | 0.29 | -- | 0.31 | -- | 0.2 | -- | 491 | 6 | -- |
| Average: | 0 | 14 | 7.06 | 7.40 | -- | -- | 15.8 | 809 | 47.50 | 59 | -40.7 | 0.18 | -- | 0.20 | -- | 0.15 | -- | 348.1 | 5.7 | -- |
| Range: | 0 | 38 | 0.98 | 0.41 | -- | -- | 13.9 | 334 | 55 | 36.6 | 49.4 | 0.22 | -- | 0.24 | -- | 0.08 | -- | 210.3 | 1 | -- |
| Median: | 0 | 6.8 | 7.01 | 7.4 | -- | -- | 17.1 | 753 | 42.5 | 53.5 | -36 | 0.17 | -- | 0.21 | -- | 0.14 | -- | 331 | 6 | -- |
| Loading (lb/day): | 7.63 | 9.97 | -6.03 | 0.04 | -- | 0.05 | -- | 0.04 | -- |
Sample Point Description: Effluent of Settling Basin B2 and Final Effluent of MR Tuff B 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.