Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 536 |
Sample Point Description:
BIG RUN AMD DISCHARGE #9; Influent to Big Run #8 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 - 554 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2013-04-18 | -- | -- | 5.22 | 5.4 | -- | -- | -- | -- | -- | 3 | 5.8 | 2.16 | -- | 3.425 | -- | 14.245 | -- | 615 | 6 | 0.17 |
2014-07-20 | -- | -- | 3.26 | 3.3 | -- | -- | -- | -- | -- | 0 | 159.6 | 8.849 | -- | 3.789 | -- | 16.344 | -- | 587.5 | 5 | 3.63 |
2014-10-19 | -- | -- | 3.29 | 3.2 | -- | -- | -- | -- | -- | 0 | 178.6 | 12.91 | -- | 5.072 | -- | 20.749 | -- | 526.5 | 8 | 4.1 |
2015-04-26 | -- | -- | 3.21 | 3.1 | -- | -- | -- | -- | -- | 0 | 259.2 | 12.653 | -- | 4.285 | -- | 25.681 | -- | 1100 | 8 | 3.458 |
2015-07-19 | -- | -- | 2.88 | 3 | -- | -- | -- | -- | -- | 0 | 290.8 | 17.192 | -- | 5.467 | -- | 34.263 | -- | 877.4 | 6 | 6.863 |
2015-10-25 | -- | -- | 3.01 | 3.1 | -- | -- | -- | -- | -- | 0 | -- | 17.673 | -- | 5.068 | -- | 29.843 | -- | -- | -- | -- |
2016-04-19 | -- | -- | 3.11 | 3.1 | -- | -- | -- | -- | -- | 0 | 199 | 11.506 | -- | 3.879 | -- | 21.04 | -- | 626.2 | 5 | 4.147 |
2016-07-31 | -- | -- | 3.04 | 3.1 | -- | -- | -- | -- | -- | 0 | 186.6 | 10.953 | -- | 3.283 | -- | 17.062 | -- | 526.2 | 5 | 7.186 |
2017-01-22 | -- | -- | 3.27 | 3.1 | -- | -- | -- | -- | -- | 0 | 190 | 12.035 | -- | 3.304 | -- | 20.108 | -- | 597.4 | 5 | 8.562 |
2017-04-30 | -- | -- | 3.1 | 3.1 | -- | -- | -- | -- | -- | 0 | 205.6 | 9.453 | -- | 3.703 | -- | 20.169 | -- | 612.5 | 5 | 4.067 |
2017-07-30 | -- | 6492.5 | 3.32 | 3.1 | -- | -- | -- | -- | -- | 0 | 189.4 | 9.344 | -- | 3.678 | -- | 18.224 | -- | 574.8 | 5 | 3.84 |
2018-10-21 | -- | -- | 2.67 | 2.9 | -- | -- | 10.8 | -- | -- | 0 | 388.4 | 18.140 | -- | 5.313 | -- | 44.723 | -- | 922.9 | 8 | 7.890 |
2020-01-26 | -- | 322 | 3.81 | 3.1 | -- | -- | 11.5 | -- | -- | 0 | 169.8 | 8.515 | -- | 3.317 | -- | 16.551 | -- | 620 | 5 | 4.951 |
Minimum: | -- | 322 | 2.67 | 2.9 | -- | -- | 10.8 | -- | -- | 0 | 5.8 | 2.16 | -- | 3.283 | -- | 14.245 | -- | 526.2 | 5 | 0.17 |
Maximum: | -- | 6492.5 | 5.22 | 5.4 | -- | -- | 11.5 | -- | -- | 3 | 388.4 | 18.140 | -- | 5.467 | -- | 44.723 | -- | 1100 | 8 | 8.562 |
Average: | -- | 3,407 | 3.32 | 3.28 | -- | -- | 11.2 | -- | -- | 0 | 201.9 | 11.64 | -- | 4.12 | -- | 23.00 | -- | 682.2 | 5.9 | 4.91 |
Range: | -- | 6170.5 | 2.55 | 2.5 | -- | -- | 0.7 | -- | -- | 3 | 382.6 | 15.98 | -- | 2.184 | -- | 30.478 | -- | 573.8 | 3 | 8.392 |
Median: | -- | 3407.25 | 3.21 | 3.1 | -- | -- | 11.15 | -- | -- | 0 | 189.7 | 11.51 | -- | 3.79 | -- | 20.17 | -- | 613.75 | 5 | 4.12 |
Loading (lb/day): | -- | -- | 7718.97 | 381.08 | -- | 149.93 | -- | 743.13 | -- |
Sample Point Description: OUTPUT OF BIG RUN #8 LIMESTONE POOL
- 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 - 553 |
Sample Point Description: EFFLUENT OF BIG RUN #8 TREATMENT SYSTEM (POND 3 EFFLUENT)
- 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 - 563 |
Sample Point Description: BIG RUN #8 TREATMENT SYSTEM EFFLUENT; This sampling point actually includes the effluent of the Big Run #8 (sample point 553) and discharge 7.5 (also known as 7A) which is collected underground and piped into the same pipe conveying the Big Run #8 discharge to Big Run #3. The effluent is further treated by Big Run #3 system where it also mixes with the effluent of Big Run #7.
- 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 - LP/SB8 |
There is no water data for this sample point