Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - ALD D |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Anoxic Limestone Drain of SR114D System; Same as PA DEP point SR114 D1
- 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 - Pond D1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1996-09-18 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 108 | 0 | 33.9 | -- | 1.14 | -- | 0 | -- | 229 | 6 | -- |
| 1996-10-23 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 112 | 0 | 31.2 | -- | 1.11 | -- | 0 | -- | 222.7 | 62 | -- |
| 2001-02-22 | -- | 139 | -- | 6.6 | -- | -- | -- | -- | -- | 64 | 0 | 24.4 | -- | 1.14 | -- | 0 | -- | 312.7 | 0 | -- |
| 2003-01-07 | -- | 60 | -- | 6.9 | -- | -- | -- | -- | -- | 55.4 | 0 | 18.5 | -- | 1.32 | -- | 0 | -- | 249.6 | 24 | -- |
| 2008-09-29 | -- | 85 | 6.50 | 6.0 | 105 | 3.13 | 12.6 | 535 | 93 | 46.74 | -22.66 | 22.39 | -- | 1.01 | -- | 0.04 | -- | 191.9 | 1 | -- |
| 2008-12-15 | -- | 80 | 6.55 | 6.13 | -- | 3.98 | 9.7 | 601 | 90 | 71.25 | -22.46 | 34.08 | -- | 0.99 | -- | 0.04 | -- | 220.6 | 35 | -- |
| 2009-03-17 | -- | 92 | 6.64 | 6.20 | 205 | -- | 14.0 | 558 | 92 | 64.12 | -26.20 | 29.30 | -- | 0.98 | -- | 0.38 | -- | 196.6 | 14 | -- |
| 2009-06-25 | -- | -- | 6.41 | 6.37 | -- | -- | -- | 539 | 106 | 49.87 | -32.64 | 28.59 | -- | 1.0 | -- | 0.04 | -- | 187.6 | 29 | -- |
| 2009-09-14 | -- | 125 | 6.92 | 6.31 | -- | 2.99 | 14.1 | 544 | 102 | 58.41 | -32.76 | 25.95 | -- | 0.99 | -- | 0.09 | -- | 207.1 | 33 | -- |
| 2009-12-14 | -- | 110 | 6.75 | 6.43 | -- | -- | 8.5 | 563 | 87 | 55.70 | -23.52 | 37.32 | -- | 1.02 | -- | 0.04 | -- | 210.0 | 23 | -- |
| 2010-04-20 | -- | 125 | 6.54 | 6.53 | 65 | 5.22 | 12.8 | 553 | 94 | 49.82 | -27.83 | 33.67 | -- | 0.91 | -- | <0.04 | -- | 241.2 | 25 | -- |
| 2024-06-24 | Estimated | 41 | 6.82 | 6.83 | 304 | -- | 19.9 | 609 | 103 | 119.43 | -95.71 | 5.15 | -- | 1.02 | -- | <0.10 | -- | 183.9 | 12 | -- |
| 2024-09-04 | estimated | 39 | 6.90 | 6.90 | 280.00 | -- | 14.70 | 615 | 125.00 | 116.61 | -95.32 | 5.68 | -- | 0.68 | -- | <0.10 | -- | 161.0 | 24 | -- |
| Minimum: | 0 | 39 | 6.41 | 6.0 | 65 | 2.99 | 8.5 | 535 | 87 | 46.74 | -95.71 | 5.15 | -- | 0.68 | -- | 0 | -- | 161.0 | 0 | -- |
| Maximum: | 0 | 139 | 6.92 | 6.9 | 304 | 5.22 | 19.9 | 615 | 125.00 | 119.43 | 0 | 37.32 | -- | 1.32 | -- | 0.38 | -- | 312.7 | 62 | -- |
| Average: | 0 | 90 | 6.67 | 6.47 | 192 | 3.83 | 13.3 | 569 | 99.11 | 75 | -29.2 | 25.39 | -- | 1.02 | -- | 0.06 | -- | 216.5 | 22.2 | -- |
| Range: | 0 | 100 | 0.51 | 0.9 | 239 | 2.23 | 11.4 | 80 | 38 | 72.69 | 95.71 | 32.17 | -- | 0.64 | -- | 0.38 | -- | 151.7 | 62 | -- |
| Median: | 0 | 88.5 | 6.64 | 6.43 | 205 | 3.56 | 13.4 | 558 | 94 | 64 | -23.52 | 28.59 | -- | 1.01 | -- | 0.04 | -- | 210 | 24 | -- |
| Loading (lb/day): | 100.27 | 68.38 | -35.96 | 28.63 | -- | 1.09 | -- | 0.14 | -- |
Sample Point Description: Same as PA DEP point SR114 D2
- 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 - WLD2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-09-29 | -- | 85 | 6.54 | 6.07 | 130 | 6.40 | 13.6 | 504 | 78 | 50.33 | -24.63 | 9.17 | -- | 0.97 | -- | 0.04 | -- | 205.4 | 6 | -- |
| 2008-12-15 | -- | 80 | 6.77 | 6.16 | -- | 8.11 | 9.3 | 568 | 79 | 54.99 | -23.84 | 25.12 | -- | 0.95 | -- | 1.35 | -- | 222.3 | 13 | -- |
| 2009-03-17 | -- | 92 | 6.74 | 6.14 | 205 | -- | 16.0 | 561 | 75 | 52.32 | -28.76 | 20.05 | -- | 0.97 | -- | 0.78 | -- | 196.6 | 13 | -- |
| 2009-06-25 | -- | -- | 6.43 | 6.50 | -- | -- | -- | 519 | 87 | 42.96 | -30.05 | 17.01 | -- | 1.0 | -- | 0.04 | -- | 184.2 | 15 | -- |
| 2009-09-14 | -- | 125 | 6.97 | 6.42 | -- | 7.06 | 19.5 | 535 | 76 | 49.49 | -34.97 | 2.19 | -- | 0.90 | -- | 0.11 | -- | 213.8 | 23 | -- |
| 2009-12-14 | -- | 110 | 6.87 | 6.49 | -- | -- | 7.2 | 550 | 82 | 57.36 | -30.75 | 23.85 | -- | 1.06 | -- | 0.04 | -- | 205.0 | 24 | -- |
| 2010-04-20 | -- | 125 | 6.66 | 6.70 | 68 | 9.03 | 17.2 | 570 | 65 | 44.62 | -27.24 | 18.51 | -- | 0.87 | -- | <0.04 | -- | 241.2 | 27 | -- |
| 2018-05-09 | -- | 150 | 6.64 | 6.15 | -- | 7.78 | 23.00 | 535 | 56.00 | 41.06 | -29.25 | 16.03 | -- | 0.84 | -- | <0.10 | -- | 187.6 | 27 | -- |
| 2020-06-17 | -- | -- | 6.56 | 6.81 | 40 | 7.58 | 23.1 | 454 | 62 | 52.35 | -30.54 | 12.96 | -- | 0.79 | -- | <0.10 | -- | 180.4 | -- | -- |
| 2021-03-17 | -- | -- | 6.86 | 6.72 | 10 | 8.70 | 17.0 | 496 | 72 | 51.98 | -42.81 | 16.41 | 7.97 | 0.92 | 0.55 | <0.10 | <0.10 | 194.9 | -- | -- |
| 2023-04-26 | Assumed | 100 | 7.02 | 6.71 | 64 | -- | 18 | 507 | 78 | 45.9 | -33.71 | 13.38 | -- | 0.85 | -- | <0.10 | -- | 212.7 | 27 | -- |
| 2023-12-20 | Estimated | 32 | 7.39 | 7.33 | 133 | -- | 5.8 | 625 | 143 | 133.16 | -108.97 | 7.29 | -- | 0.75 | -- | <0.10 | -- | 263.8 | <5 | -- |
| 2024-03-20 | Estimated | 54 | 7.09 | 7.79 | 220 | -- | 6.2 | 603 | 113 | -- | -- | 6.9 | -- | 0.67 | -- | 0.32 | -- | 170 | 20 | -- |
| Minimum: | 0 | 32 | 6.43 | 6.07 | 10 | 6.40 | 5.8 | 454 | 56.00 | 41.06 | -108.97 | 2.19 | 7.97 | 0.67 | 0.55 | 0.04 | -- | 170 | 6 | -- |
| Maximum: | 0 | 150 | 7.39 | 7.79 | 220 | 9.03 | 23.1 | 625 | 143 | 133.16 | -23.84 | 25.12 | 7.97 | 1.06 | 0.55 | 1.35 | -- | 263.8 | 27 | -- |
| Average: | 0 | 95 | 6.81 | 6.61 | 109 | 7.81 | 14.7 | 541 | 82.00 | 56 | -37.1 | 14.53 | 7.97 | 0.89 | 0.55 | 0.38 | -- | 206.0 | 19.5 | -- |
| Range: | 0 | 118 | 0.96 | 1.72 | 210 | 2.63 | 17.3 | 171 | 87 | 92.1 | 85.13 | 22.93 | 0 | 0.39 | 0 | 1.31 | -- | 93.8 | 21 | -- |
| Median: | 0 | 96 | 6.77 | 6.5 | 99 | 7.78 | 16.5 | 535 | 78 | 51.16 | -30.3 | 16.03 | 7.97 | 0.9 | 0.55 | 0.11 | -- | 205 | 21.5 | -- |
| Loading (lb/day): | 88.19 | 62.2 | -38.8 | 17.06 | -- | 1.03 | -- | 0.44 | -- |
Sample Point Description:
- 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 - WLD3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-09-29 | -- | 85 | 6.64 | 6.13 | 123 | 7.73 | 15.9 | 499 | 74 | 48.34 | -25.61 | 7.06 | -- | 0.96 | -- | 0.04 | -- | 193.0 | 3 | -- |
| 2008-12-15 | -- | 80 | 6.83 | 6.21 | -- | 9.31 | 9.1 | 571 | 72 | 54.72 | -28.96 | 20.17 | -- | 1.01 | -- | 0.35 | -- | 225.4 | 25 | -- |
| 2009-03-17 | -- | 92 | 6.84 | 6.17 | 215 | -- | 17.0 | 542 | 64 | 42.32 | -29.16 | 16.77 | -- | 0.96 | -- | 0.70 | -- | 192.9 | 5 | -- |
| 2009-06-25 | -- | -- | 6.54 | 6.74 | -- | -- | -- | 528 | 63 | 45.16 | -39.60 | 11.27 | -- | 0.93 | -- | 0.04 | -- | 213.7 | 2 | -- |
| 2009-09-14 | -- | 125 | 7.07 | 6.47 | -- | 7.61 | 22.6 | 521 | 60 | 46.11 | -34.77 | 10.14 | -- | 0.89 | -- | 0.10 | -- | 207.1 | 16 | -- |
| 2009-12-14 | -- | 110 | 7.08 | 6.60 | -- | -- | 3.8 | 515 | 61 | 46.22 | -32.56 | 25.93 | -- | 1.33 | -- | 0.04 | -- | 195.0 | 24 | -- |
| 2010-04-20 | -- | 125 | 6.78 | 6.95 | 80 | 8.73 | 18.8 | 553 | 63 | 40.46 | -31.36 | 3.20 | -- | 0.73 | -- | <0.04 | -- | 243.4 | 13 | -- |
| 2023-12-20 | -- | -- | 7.78 | 7.76 | 234 | -- | 3.8 | 649 | 135 | 126.04 | -112.89 | 3.66 | -- | 0.71 | -- | <0.10 | -- | 211 | <5 | -- |
| 2024-06-24 | Estimated | 41 | 7.5 | 7.86 | 283 | -- | 24.6 | 630 | 110 | 137.55 | -112.83 | 0.64 | -- | 0.39 | -- | <0.10 | -- | 191.4 | 6 | -- |
| 2024-09-04 | estimated | 39 | 6.83 | 7.89 | 257.00 | -- | 19.80 | 637 | 130.00 | 136.41 | -108.65 | 0.12 | -- | <0.05 | -- | <0.10 | -- | 152.4 | <5 | -- |
| Minimum: | 0 | 39 | 6.54 | 6.13 | 80 | 7.61 | 3.8 | 499 | 60 | 40.46 | -112.89 | 0.12 | -- | 0.39 | -- | 0.04 | -- | 152.4 | 2 | -- |
| Maximum: | 0 | 125 | 7.78 | 7.89 | 283 | 9.31 | 24.6 | 649 | 135 | 137.55 | -25.61 | 25.93 | -- | 1.33 | -- | 0.70 | -- | 243.4 | 25 | -- |
| Average: | 0 | 87 | 6.99 | 6.88 | 199 | 8.35 | 15.0 | 565 | 83.20 | 72 | -55.6 | 9.90 | -- | 0.88 | -- | 0.21 | -- | 202.5 | 11.8 | -- |
| Range: | 0 | 86 | 1.24 | 1.76 | 203 | 1.7 | 20.8 | 150 | 75 | 97.09 | 87.28 | 25.81 | -- | 0.94 | -- | 0.66 | -- | 91 | 23 | -- |
| Median: | 0 | 88.5 | 6.84 | 6.67 | 224.5 | 8.23 | 17 | 547.5 | 68 | 47.28 | -33.67 | 8.6 | -- | 0.93 | -- | 0.07 | -- | 201.05 | 9.5 | -- |
| Loading (lb/day): | 74.53 | 58.97 | -41.9 | 12.48 | -- | 1.06 | -- | 0.27 | -- |
Sample Point Description:
- 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 - WLD4 |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Final Effluent of SR114D system. Same as PA DEP point SR114 D5
- 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 - ALD B |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Anoxic Limestone Drain of SR114B system; Same as PA DEP point SR114B1
- 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 - SR114-B2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-14 | -- | 14.0 | 6.35 | 5.86 | -- | 5.7 | 15.3 | 389 | 3.0 | 9.44 | 13.47 | 8.22 | -- | 1.33 | -- | 0.10 | -- | 164.2 | 3 | -- |
| 2009-12-14 | -- | 17 | 6.2 | -- | -- | 7.1 | 8.9 | -- | 15.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-04-20 | -- | 17 | 5.9 | 6.17 | 176.00 | 6.77 | 11.2 | 404 | 11.00 | 21.17 | 6.08 | 10.32 | -- | 1.22 | -- | <0.04 | -- | 157.6 | 20 | -- |
| 2012-05-08 | -- | -- | -- | 5.73 | -- | -- | -- | 319 | -- | 17.5 | 8.16 | 9.94 | -- | 1.16 | -- | <0.04 | -- | 113.9 | <5 | -- |
| 2015-05-14 | -- | 15 | 6.3 | 5.52 | 253 | 7.08 | 13 | 290 | 13 | 8.20 | 4.78 | 6.69 | -- | 0.91 | -- | <0.10 | -- | 104.2 | 6 | -- |
| 2018-05-09 | -- | 20 | 7.72 | 5.65 | -- | 8.73 | 15.10 | 272 | 24.00 | 4.43 | 3.98 | 2.02 | -- | 0.53 | -- | <0.10 | -- | 103.4 | 5 | -- |
| 2020-06-17 | Calculated | 16 | 5.67 | 5.95 | 100 | 7.20 | 12.7 | 225 | 27 | 9.24 | 1.77 | 5.63 | -- | 0.63 | -- | <0.10 | -- | 71.9 | -- | -- |
| 2021-03-17 | Bucket | 12 | 6.08 | 6.13 | 78 | 0.18 | 10.1 | 338 | 22 | 14.62 | -2.01 | 7.97 | 5.17 | 1.15 | 0.74 | <0.10 | <0.10 | 115.0 | -- | -- |
| 2023-04-26 | Assumed | 10 | 5.75 | 6.07 | 341 | -- | 13 | 322 | 17 | 12.42 | 1.56 | 4.11 | -- | 0.8 | -- | <0.10 | -- | 126.9 | 5 | -- |
| Minimum: | 0 | 10 | 5.67 | 5.52 | 78 | 0.18 | 8.9 | 225 | 3.0 | 4.43 | -2.01 | 2.02 | 5.17 | 0.53 | 0.74 | 0.10 | -- | 71.9 | 3 | -- |
| Maximum: | 0 | 20 | 7.72 | 6.17 | 341 | 8.73 | 15.3 | 404 | 27 | 21.17 | 13.47 | 10.32 | 5.17 | 1.33 | 0.74 | 0.10 | -- | 164.2 | 20 | -- |
| Average: | 0 | 15 | 6.25 | 5.89 | 190 | 6.11 | 12.4 | 320 | 16.50 | 12 | 4.7 | 6.86 | 5.17 | 0.97 | 0.74 | 0.10 | -- | 119.6 | 7.8 | -- |
| Range: | 0 | 10 | 2.05 | 0.65 | 263 | 8.55 | 6.4 | 179 | 24 | 16.74 | 15.48 | 8.3 | 0 | 0.8 | 0 | 0 | -- | 92.3 | 17 | -- |
| Median: | 0 | 15.5 | 6.14 | 5.91 | 176 | 7.08 | 12.85 | 320.5 | 16 | 10.93 | 4.38 | 7.33 | 5.17 | 1.03 | 0.74 | 0.1 | -- | 114.45 | 5 | -- |
| Loading (lb/day): | 3.04 | 1.98 | 0.98 | 1.13 | 0.75 | 0.16 | 0.11 | 0.02 | -- |
Sample Point Description: Abandoned Mine Discharge; mixes with flow from ALD B before entering Pond 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 - Pond B |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Final Effluent of SR114 B System; Same as PA DEP SR114 B2
- 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.