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 |
Minimum: | -- | 6492.5 | 2.88 | 3 | -- | -- | -- | -- | -- | 0 | 5.8 | 2.16 | -- | 3.283 | -- | 14.245 | -- | 526.2 | 5 | 0.17 |
Maximum: | -- | 6492.5 | 5.22 | 5.4 | -- | -- | -- | -- | -- | 3 | 290.8 | 17.673 | -- | 5.467 | -- | 34.263 | -- | 1100 | 8 | 8.562 |
Average: | -- | 6,493 | 3.34 | 3.33 | -- | -- | -- | -- | -- | 0 | 186.5 | 11.34 | -- | 4.09 | -- | 21.61 | -- | 664.4 | 5.8 | 4.60 |
Range: | -- | 0 | 2.34 | 2.4 | -- | -- | -- | -- | -- | 3 | 285 | 15.513 | -- | 2.184 | -- | 20.018 | -- | 573.8 | 3 | 8.392 |
Median: | -- | 6492.5 | 3.21 | 3.1 | -- | -- | -- | -- | -- | 0 | 189.7 | 11.51 | -- | 3.79 | -- | 20.17 | -- | 604.95 | 5 | 4.08 |
Loading (lb/day): | -- | -- | 14780.75 | 729.2 | -- | 287.03 | -- | 1422.2 | -- |
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 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2013-01-14 | -- | -- | 6.45 | 7.2 | -- | -- | -- | -- | -- | 137.8 | -122.4 | 0.3 | -- | 3.489 | -- | 0.746 | -- | 705 | 5 | 0.02 |
2013-03-11 | -- | 99 | 6.37 | 7 | -- | -- | -- | -- | -- | 115.4 | -92.2 | 0.3 | -- | 2.564 | -- | 0.914 | -- | 692.5 | 5 | 0.03 |
2013-04-18 | -- | 71.3 | 6.36 | 8.1 | -- | -- | -- | -- | -- | 138 | -127.2 | 0.3 | -- | 1.918 | -- | 0.5 | -- | 611.5 | 5 | 0.02 |
2014-07-20 | -- | -- | 3.37 | 3.5 | -- | -- | -- | -- | -- | 0 | 131.8 | 5.412 | -- | 3.436 | -- | 14.767 | -- | 602.5 | 6 | 1.02 |
2014-09-23 | -- | -- | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 155.2 | 5.425 | -- | 3.296 | -- | 14.695 | -- | 623.6 | 5 | 0.68 |
2014-10-19 | -- | -- | 3.37 | 3.3 | -- | -- | -- | -- | -- | 0 | 161 | 5.195 | -- | 3.49 | -- | 15.811 | -- | 508 | 5 | 0.52 |
2014-12-04 | -- | -- | 3.5 | 3.3 | -- | -- | -- | -- | -- | 0 | 153.8 | 4.939 | -- | 3.349 | -- | 15.267 | -- | 631.1 | 16 | 0.34 |
2015-01-20 | -- | -- | 3.38 | 3.2 | -- | -- | -- | -- | -- | 0 | 183.8 | 10.753 | -- | 3.577 | -- | 16.04 | -- | 487.4 | 5 | 7.86 |
2015-04-26 | -- | -- | 3.19 | 3.2 | -- | -- | -- | -- | -- | 0 | 248.6 | 11.04 | -- | 4.662 | -- | 27.073 | -- | 1110 | 12 | 1.068 |
2015-07-19 | -- | -- | 3.26 | 3.4 | -- | -- | -- | -- | -- | 0 | 243.4 | 10.221 | -- | 5.337 | -- | 32.624 | -- | 784.3 | 8 | 1.365 |
2015-10-25 | -- | -- | 3.09 | 3.1 | -- | -- | -- | -- | -- | 0 | 263 | 11.677 | -- | 4.978 | -- | 28.824 | -- | 785.2 | 8 | 0.761 |
2016-04-19 | -- | -- | 3.3 | 3.1 | -- | -- | -- | -- | -- | 0 | 171.6 | 7.266 | -- | 3.733 | -- | 20.206 | -- | 618.6 | 6 | 1.035 |
2016-07-31 | -- | -- | 3.09 | 3.1 | -- | -- | -- | -- | -- | 0 | 167.2 | 5.563 | -- | 3.284 | -- | 16.649 | -- | 519.7 | 5 | 0.677 |
2016-10-18 | -- | -- | 3.08 | 3.1 | -- | -- | -- | 1196 | -- | 0 | 170.6 | -- | 5.456 | -- | 3.492 | -- | 18.61 | 578.8 | 5 | -- |
2017-01-22 | -- | -- | 3.26 | 3.1 | -- | -- | -- | -- | -- | 0 | 184 | 7.389 | -- | 3.224 | -- | 19.397 | -- | 1022 | 5 | 0.776 |
2017-04-30 | -- | -- | 3.67 | 3.1 | -- | -- | -- | -- | -- | 0 | 191.4 | 6.994 | -- | 3.607 | -- | 19.662 | -- | 599.3 | 5 | 0.657 |
2017-07-30 | -- | 71.31 | 3.27 | 3.1 | -- | -- | -- | -- | -- | 0 | 178 | 7.07 | -- | 3.668 | -- | 18.12 | -- | 581.7 | 5 | 1.561 |
Minimum: | -- | 71.3 | 3.08 | 3.1 | -- | -- | -- | 1196 | -- | 0 | -127.2 | 0.3 | 5.456 | 1.918 | 3.492 | 0.5 | 18.61 | 487.4 | 5 | 0.02 |
Maximum: | -- | 99 | 6.45 | 8.1 | -- | -- | -- | 1196 | -- | 138 | 263 | 11.677 | 5.456 | 5.337 | 3.492 | 32.624 | 18.61 | 1110 | 16 | 7.86 |
Average: | -- | 81 | 3.88 | 3.95 | -- | -- | -- | 1,196 | -- | 23 | 133.0 | 6.24 | 5.46 | 3.60 | 3.49 | 16.33 | 18.61 | 674.2 | 6.5 | 1.15 |
Range: | -- | 27.7 | 3.37 | 5 | -- | -- | -- | 0 | -- | 138 | 390.2 | 11.377 | 0 | 3.419 | 0 | 32.124 | 0 | 622.6 | 11 | 7.84 |
Median: | -- | 71.31 | 3.34 | 3.2 | -- | -- | -- | 1196 | -- | 0 | 170.6 | 6.28 | 5.46 | 3.49 | 3.49 | 16.34 | 18.61 | 618.6 | 5 | 0.72 |
Loading (lb/day): | -- | 127.8 | -22.05 | 2.22 | -- | 2.61 | -- | 5.68 | -- |
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 |
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 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
2013-01-14 | -- | -- | 5.2 | 5.8 | -- | -- | -- | -- | -- | 8.2 | -1.6 | 0.3 | -- | 2.117 | -- | 5.582 | -- | 432.8 | 12 | 0.03 |
2013-03-11 | -- | -- | 4.77 | 4.7 | -- | -- | -- | -- | -- | 0 | 39.6 | 0.3 | -- | 1.479 | -- | 6.519 | -- | 374.2 | 5 | 0.05 |
2013-04-18 | -- | -- | 4.81 | 4.7 | -- | -- | -- | -- | -- | 0 | 20.8 | 0.3 | -- | 1.466 | -- | 6.272 | -- | 389.2 | 5 | 0.03 |
2013-09-23 | -- | -- | 3.93 | 3.9 | -- | -- | -- | -- | -- | 0 | 68 | 0.3 | -- | 1.158 | -- | 7.316 | -- | 294.4 | 5 | 0.04 |
2014-07-20 | -- | -- | 3.53 | 3.6 | -- | -- | -- | -- | -- | 0 | 92.2 | 2.967 | -- | 2.417 | -- | 10.85 | -- | 531.3 | 5 | 0.58 |
2014-09-23 | -- | -- | 3.48 | 3.5 | -- | -- | -- | -- | -- | 0 | 110.4 | 2.992 | -- | 2.331 | -- | 10.636 | -- | 483.7 | 5 | 0.26 |
2014-10-19 | -- | -- | 5.5 | 6.2 | -- | -- | -- | -- | -- | 23.8 | -2.2 | 0.586 | -- | 2.798 | -- | 4.293 | -- | 487.4 | 20 | 0.05 |
2014-12-04 | -- | -- | 3.3 | 3.3 | -- | -- | -- | -- | -- | 0 | 146.6 | 4.709 | -- | 3.365 | -- | 15.371 | -- | 571.5 | 6 | 0.3 |
2015-01-20 | -- | -- | 3.36 | 3.3 | -- | -- | -- | -- | -- | 0 | 136 | 4.271 | -- | 3.142 | -- | 14.158 | -- | 546 | 5 | 0.21 |
2015-04-26 | -- | -- | 3.41 | 3.5 | -- | -- | -- | -- | -- | 0 | 119.2 | 3.129 | -- | 2.69 | -- | 14.671 | -- | 732 | 16 | 0.328 |
2015-07-19 | -- | -- | 3.49 | 3.7 | -- | -- | -- | -- | -- | 0 | 195.6 | 2.22 | -- | 2.904 | -- | 16.172 | -- | 685 | 5 | 0.216 |
2015-10-25 | -- | -- | 3.17 | 3.2 | -- | -- | -- | -- | -- | 0 | 243.8 | 10.023 | -- | 4.643 | -- | 26.991 | -- | 769.9 | 12 | 0.624 |
2016-04-19 | -- | -- | 3.16 | 3.4 | -- | -- | -- | -- | -- | 0 | 109.8 | 3.467 | -- | 2.452 | -- | 13.747 | -- | 472.2 | 6 | 0.353 |
2016-07-31 | -- | -- | 7.1 | 3.2 | -- | -- | -- | -- | -- | 0 | 148.6 | 4.436 | -- | 2.893 | -- | 14.936 | -- | 509 | 6 | 0.691 |
2016-10-18 | -- | -- | 3.11 | 3.2 | -- | -- | -- | -- | -- | 0 | 158.4 | 4.996 | -- | 3.382 | -- | 16.705 | -- | 496.6 | 5 | 0.443 |
2017-01-22 | -- | -- | 3.19 | 3.3 | -- | -- | -- | -- | -- | 0 | 139.8 | 4.612 | -- | 2.538 | -- | 14.982 | -- | 875.2 | 5 | 0.371 |
2017-04-30 | -- | -- | 3.53 | 3.4 | -- | -- | -- | -- | -- | 0 | 102.4 | 2.069 | -- | 2.054 | -- | 11.671 | -- | 437.4 | 5 | 0.244 |
2017-07-30 | -- | -- | 3.2 | 3.4 | -- | -- | -- | -- | -- | 0 | 113 | 3.37 | -- | 2.474 | -- | 12.738 | -- | 468.7 | 5 | 0.625 |
2018-01-21 | -- | -- | 7.6 | 3.7 | -- | -- | -- | -- | -- | 0 | 113.2 | 1.045 | -- | 2.683 | -- | 11.985 | -- | 475.6 | 5 | 0.169 |
Minimum: | -- | -- | 3.11 | 3.2 | -- | -- | -- | -- | -- | 0 | -2.2 | 0.3 | -- | 1.158 | -- | 4.293 | -- | 294.4 | 5 | 0.03 |
Maximum: | -- | -- | 7.6 | 6.2 | -- | -- | -- | -- | -- | 23.8 | 243.8 | 10.023 | -- | 4.643 | -- | 26.991 | -- | 875.2 | 20 | 0.691 |
Average: | -- | -- | 4.15 | 3.84 | -- | -- | -- | -- | -- | 2 | 108.1 | 2.95 | -- | 2.58 | -- | 12.40 | -- | 528.0 | 7.3 | 0.30 |
Range: | -- | -- | 4.49 | 3 | -- | -- | -- | -- | -- | 23.8 | 246 | 9.723 | -- | 3.485 | -- | 22.698 | -- | 580.8 | 15 | 0.661 |
Median: | -- | -- | 3.49 | 3.5 | -- | -- | -- | -- | -- | 0 | 113 | 2.99 | -- | 2.54 | -- | 12.74 | -- | 487.4 | 5 | 0.26 |
Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
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