Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - BCDS |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Final Effluent from Boswell Treatment System; In the PA DEP SIS database, the point is described at "Beaverdam Creek Downstream of Dunlap 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 - KSTQC1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-08-03 | -- | -- | 7.01 | 7.3 | -- | -- | -- | 515 | -- | 64.2 | -36.2 | 1.438 | -- | 0.623 | -- | 0.5 | -- | 150.4 | 8 | 0.25 |
| 2010-10-23 | -- | -- | 7.02 | 7.3 | -- | -- | -- | 354 | -- | 48.8 | -31.2 | 1.352 | -- | 0.346 | -- | 0.5 | -- | 95.9 | 8 | 0.47 |
| 2011-01-22 | -- | -- | -- | 7 | -- | -- | -- | 339 | -- | 37.6 | -26.2 | 1.294 | -- | 0.491 | -- | 0.5 | -- | 107 | 8 | 0.99 |
| 2011-04-15 | -- | -- | 7 | 7.1 | -- | -- | -- | 225 | -- | 26.6 | -14.6 | 0.782 | -- | 0.233 | -- | 0.5 | -- | 52.7 | 5 | 0.27 |
| 2011-07-23 | -- | -- | 7.01 | 7.2 | -- | -- | -- | 604 | -- | 74.8 | -57.6 | 2.122 | -- | 0.667 | -- | 0.5 | -- | 238.6 | 12 | 0.25 |
| 2011-10-23 | -- | -- | 7.37 | 7.1 | -- | -- | -- | 251 | -- | 34.4 | -11.4 | 0.726 | -- | 0.26 | -- | 0.5 | -- | 108.1 | 5 | 0.31 |
| 2012-01-22 | -- | 62476 | 7.6 | 7 | -- | -- | -- | 267 | -- | 27.6 | -16.2 | 0.733 | -- | 0.278 | -- | 0.5 | -- | 59.4 | 5 | 0.38 |
| 2012-04-29 | -- | 43985.34 | 7.67 | 7.1 | -- | -- | -- | 237 | -- | 27 | -21 | 0.689 | -- | 0.251 | -- | 0.5 | -- | 58.1 | 5 | 0.21 |
| 2012-10-28 | -- | 9897 | 7.6 | 7.2 | -- | -- | -- | 360 | -- | 52.2 | -42.2 | 1.16 | -- | 0.41 | -- | 0.5 | -- | 125 | 5 | 0.29 |
| 2013-01-20 | -- | 61957 | 7.02 | 7.2 | -- | -- | -- | 225 | -- | 28.2 | -31.4 | 0.791 | -- | 0.242 | -- | 0.5 | -- | 58.7 | 10 | 0.3 |
| 2013-04-27 | -- | 26647 | 7.55 | 7.4 | -- | -- | -- | 272 | -- | 33.8 | -31.2 | 0.982 | -- | 0.331 | -- | 0.5 | -- | 82 | 5 | 0.27 |
| 2013-10-20 | -- | 15423 | 7.29 | 7.2 | -- | -- | -- | 371 | -- | 54.6 | -23.4 | 1.193 | -- | 0.332 | -- | 0.5 | -- | 101.4 | 6 | -- |
| 2014-05-04 | -- | -- | 7.05 | 7 | -- | -- | -- | 206 | -- | 29.6 | -6.2 | -- | -- | -- | -- | -- | -- | -- | 5 | -- |
| 2014-07-31 | -- | -- | 7.47 | 7.3 | -- | -- | -- | -- | -- | 55.8 | -44.8 | 1.74 | -- | 0.367 | -- | 0.5 | -- | 123.2 | 6 | -- |
| 2014-10-22 | -- | -- | 6.73 | 7.4 | -- | -- | -- | -- | -- | 73.4 | -57.4 | 2.037 | -- | 0.539 | -- | 0.5 | -- | 177.6 | 5 | -- |
| 2015-01-20 | -- | -- | 7.33 | 7.1 | -- | -- | -- | -- | -- | 35.8 | -30 | 0.886 | -- | 0.333 | -- | 0.5 | -- | 104.5 | 10 | -- |
| 2015-04-20 | -- | -- | 6.3 | 7.2 | -- | -- | -- | -- | -- | 30.8 | -22.4 | 2.74 | -- | 0.438 | -- | 1.476 | -- | 37.2 | 44 | -- |
| 2015-07-15 | -- | -- | 7.03 | 7.2 | -- | -- | -- | -- | -- | 37.8 | 8.4 | 1.557 | -- | 0.272 | -- | 1.061 | -- | 68.3 | 14 | -- |
| 2016-05-02 | -- | -- | 7.19 | 7.3 | -- | -- | -- | -- | -- | 30.8 | -19.4 | 2.408 | -- | 0.226 | -- | 1.2 | -- | 37.6 | 50 | -- |
| 2016-07-12 | -- | -- | 7.35 | 6.9 | -- | -- | -- | -- | -- | 60.8 | -46.2 | 1.346 | -- | 0.479 | -- | 0.5 | -- | 158 | 16 | -- |
| 2016-10-20 | -- | -- | 6.41 | 7 | -- | -- | -- | -- | -- | 59.6 | -45.2 | 1.269 | -- | 0.392 | -- | 0.5 | -- | 109.8 | 6 | -- |
| 2017-01-17 | -- | -- | 7.36 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2017-04-19 | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | 34.2 | -17.8 | 0.804 | -- | 0.317 | -- | 0.5 | -- | 93.6 | 5 | -- |
| 2017-07-19 | -- | -- | 7.55 | 7.4 | -- | -- | -- | -- | -- | 52.6 | -35.2 | 1.082 | -- | 0.326 | -- | 0.5 | -- | 128.4 | 5 | -- |
| 2017-10-31 | -- | -- | 7.18 | 7 | -- | -- | -- | -- | -- | 33.2 | -19.2 | 0.736 | -- | 0.195 | -- | 0.5 | -- | 45.6 | 5 | -- |
| 2018-01-18 | -- | -- | -- | 6.8 | -- | -- | -- | -- | -- | 29.2 | -13.4 | 0.632 | -- | 0.252 | -- | 0.5 | -- | 63.7 | 10 | -- |
| 2018-05-09 | -- | -- | 6.75 | 7.2 | -- | -- | 14.4 | -- | -- | 38.4 | -24.2 | 0.755 | -- | 0.291 | -- | 0.500 | -- | 97 | 5 | -- |
| Minimum: | -- | 9897 | 6.3 | 6.8 | -- | -- | 14.4 | 206 | -- | 26.6 | -57.6 | 0.632 | -- | 0.195 | -- | 0.5 | -- | 37.2 | 5 | 0.21 |
| Maximum: | -- | 62476 | 7.67 | 7.4 | -- | -- | 14.4 | 604 | -- | 74.8 | 8.4 | 2.74 | -- | 0.667 | -- | 1.476 | -- | 238.6 | 50 | 0.99 |
| Average: | -- | 36,731 | 7.16 | 7.16 | -- | -- | 14.4 | 325 | -- | 43 | -27.5 | 1.25 | -- | 0.36 | -- | 0.59 | -- | 99.3 | 10.3 | 0.36 |
| Range: | -- | 52579 | 1.37 | 0.6 | -- | -- | 0 | 398 | -- | 48.2 | 66 | 2.108 | -- | 0.472 | -- | 0.976 | -- | 201.4 | 45 | 0.78 |
| Median: | -- | 35316.17 | 7.19 | 7.2 | -- | -- | 14.4 | 272 | -- | 36.7 | -25.2 | 1.16 | -- | 0.33 | -- | 0.5 | -- | 97 | 6 | 0.29 |
| Loading (lb/day): | -- | 13860.1 | -11000.69 | 362.92 | -- | 123.01 | -- | 220.75 | -- |
Sample Point Description: Quemahoning Creek downstream of Boswell 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.