Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 87-7 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: AMD located where Fox Run flows beneath SR-62. Flows have been diverted into an aerobic wetland/settling pond complex.
- 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 - SP |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-12-14 | -- | -- | 7 | 7.15 | -- | -- | 4 | 1600 | 328 | 323.18 | -235 | 8.81 | 4.77 | 2.26 | 2.24 | 0.07 | 0.05 | 630.3 | 6 | -- |
| 2005-02-07 | -- | -- | 6.5 | 6.98 | -- | -- | 3.89 | 1638 | 330 | 326.16 | -254.95 | 11.33 | 9.99 | 3.09 | 3.05 | 0.04 | 0.4 | 1393.7 | 4 | -- |
| 2005-03-17 | -- | -- | 6.5 | 7.1 | -- | -- | 4 | 1706 | 338 | 340.46 | -290.69 | 11.66 | 7.64 | 2.99 | 2.69 | 0.02 | 0.02 | 808.5 | 3 | -- |
| 2005-04-13 | -- | -- | 6.5 | 7.41 | -- | -- | 11.5 | 1715 | 350 | 336.04 | -242.97 | 13.24 | 6.08 | 3.21 | 3.17 | 0.02 | 0.02 | 765.1 | 10 | -- |
| 2005-05-09 | -- | -- | 6.5 | 6.9 | -- | -- | -- | 1803 | 355 | 379.39 | -360.53 | 9.96 | 6.38 | 3.27 | 3.24 | 0.26 | 0.23 | 771.2 | 10 | -- |
| 2005-06-01 | -- | -- | 6.5 | 7.07 | -- | -- | -- | 1932 | 372 | 1149.8 | -166.26 | 9.49 | 6.59 | 3.8 | 3.76 | 0.09 | 0.04 | 1124.3 | 15 | -- |
| 2009-06-29 | -- | -- | 6.62 | 7.17 | -- | 2.94 | 15.6 | 1356 | 314 | 250.91 | -242.78 | 4.95 | -- | 1.81 | -- | 0.04 | -- | 464.5 | 7 | -- |
| 2009-09-22 | -- | 7 | 6.67 | 7.14 | 157 | 5.53 | 15.5 | 1091 | 269 | 264.98 | -210.85 | 0.12 | -- | 1.36 | -- | 0.04 | -- | 408.6 | 3 | -- |
| 2009-12-15 | -- | -- | 6.83 | 6.97 | -- | -- | 3.7 | 927 | 212 | 218.40 | -183.71 | 6.39 | -- | 0.62 | -- | 0.04 | -- | 277.8 | 9 | -- |
| 2010-04-21 | -- | 25 | 7.02 | 7.36 | 140 | 6.47 | 10.8 | 1088 | 287 | 264.80 | -214.82 | 7.13 | -- | 1.23 | -- | <0.04 | -- | 375.6 | 11 | -- |
| 2015-05-14 | -- | -- | 7.32 | 6.6 | 205 | 6.37 | 11.2 | 1244 | 299 | 272.83 | -237.12 | 3.74 | -- | 1.69 | -- | <0.10 | -- | 331.5 | 11 | -- |
| 2020-06-29 | -- | -- | 7.24 | 7.18 | -- | 8.69 | 15.6 | 626 | 197 | 199.75 | -140.07 | 1.96 | -- | 0.64 | -- | <0.10 | -- | 143.6 | 5 | -- |
| Minimum: | -- | 7 | 6.5 | 6.6 | 140 | 2.94 | 3.7 | 626 | 197 | 199.75 | -360.53 | 0.12 | 4.77 | 0.62 | 2.24 | 0.02 | 0.02 | 143.6 | 3 | -- |
| Maximum: | -- | 25 | 7.32 | 7.41 | 205 | 8.69 | 15.6 | 1932 | 372 | 1149.8 | -140.07 | 13.24 | 9.99 | 3.8 | 3.76 | 0.26 | 0.4 | 1393.7 | 15 | -- |
| Average: | -- | 16 | 6.77 | 7.09 | 167 | 6.00 | 9.6 | 1,394 | 304.25 | 361 | -231.7 | 7.40 | 6.91 | 2.16 | 3.03 | 0.07 | 0.13 | 624.6 | 7.8 | -- |
| Range: | -- | 18 | 0.82 | 0.81 | 65 | 5.75 | 11.9 | 1306 | 175 | 950.05 | 220.46 | 13.12 | 5.22 | 3.18 | 1.52 | 0.24 | 0.38 | 1250.1 | 12 | -- |
| Median: | -- | 16 | 6.65 | 7.12 | 157 | 6.37 | 11 | 1478 | 321 | 298.01 | -236.06 | 7.97 | 6.49 | 2.04 | 3.11 | 0.04 | 0.05 | 547.4 | 8 | -- |
| Loading (lb/day): | 54.44 | 50.93 | -41.15 | 1.08 | -- | 0.24 | -- | 0 | -- |
Sample Point Description: Settling pond 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 - WL |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-12-14 | -- | -- | 7.5 | 7.51 | -- | -- | 2 | 1548 | 321 | 329.73 | -233.04 | 1.71 | 0.77 | 2.1 | 1.65 | 0.1 | 0.02 | 630.3 | 1 | -- |
| 2005-02-07 | -- | -- | 6.5 | 7.16 | -- | -- | 2.78 | 1637 | 340 | 323.56 | -197.44 | 7.81 | 6.52 | 3.05 | 3.03 | 0.02 | 0.01 | 1946.8 | 20 | -- |
| 2005-03-17 | -- | -- | 7 | 7.39 | -- | -- | 3 | 1723 | 345 | 348.04 | -285.7 | 9.14 | 5.96 | 3.05 | 2.93 | 0.02 | 0.02 | 727.6 | 10 | -- |
| 2005-04-13 | -- | -- | 6.5 | 7.6 | -- | -- | 11 | 1657 | 348 | 338.5 | -259.74 | 5.61 | 3.03 | 2.82 | 2.75 | 0.02 | 0.02 | 795.4 | 9 | -- |
| 2005-05-09 | -- | -- | 6.5 | 7.16 | -- | -- | -- | 1827 | 360 | 382.97 | -326.22 | 3.72 | 1.9 | 2.66 | 2.65 | 0.13 | 0.12 | 717.4 | 5 | -- |
| 2005-06-01 | -- | -- | 6.88 | 7.33 | -- | -- | -- | 1886 | 347 | 376.54 | -320.54 | 5.95 | 1.69 | 3.82 | 3.77 | 0.04 | 0.04 | 892.1 | 4 | -- |
| 2009-06-29 | -- | -- | 7.03 | 7.48 | -- | 2.68 | 16.0 | 1292 | 322 | 276.16 | -271.04 | 0.19 | -- | 0.90 | -- | 0.08 | -- | 491.8 | 10 | -- |
| 2009-09-22 | -- | 7 | 6.86 | 7.25 | 166 | 2.67 | 17.1 | 1113 | 265 | 279.47 | -235.57 | 0.69 | -- | 1.80 | -- | 0.04 | -- | 355.3 | 5 | -- |
| 2009-12-15 | -- | -- | 6.91 | 6.99 | -- | -- | 2.4 | 874 | 187 | 213.52 | -184.32 | 3.14 | -- | 1.19 | -- | 0.04 | -- | 250.1 | 2 | -- |
| 2010-04-21 | -- | 25 | 7.26 | 7.55 | 161 | 7.16 | 99 | 1126 | 285 | 260.27 | -201.68 | 1.87 | -- | 0.98 | -- | <0.04 | -- | 373.6 | 18 | -- |
| 2012-05-22 | Bucket | 30 | 7.23 | 7.23 | 65 | 5.26 | 18.0 | 1260 | 279 | 308.4 | -219.3 | 0.36 | -- | 0.95 | -- | <0.04 | -- | 485.6 | <5 | -- |
| 2015-05-14 | -- | 32 | 7.63 | 7 | 220 | 8.58 | 10.5 | 1230 | 288 | 274.42 | -223.6 | 0.69 | -- | 1.25 | -- | <0.10 | -- | 252.4 | 8 | -- |
| Minimum: | 0 | 7 | 6.5 | 6.99 | 65 | 2.67 | 2 | 874 | 187 | 213.52 | -326.22 | 0.19 | 0.77 | 0.90 | 1.65 | 0.02 | 0.01 | 250.1 | 1 | -- |
| Maximum: | 0 | 32 | 7.63 | 7.6 | 220 | 8.58 | 99 | 1886 | 360 | 382.97 | -184.32 | 9.14 | 6.52 | 3.82 | 3.77 | 0.13 | 0.12 | 1946.8 | 20 | -- |
| Average: | 0 | 24 | 6.98 | 7.30 | 153 | 5.27 | 18.2 | 1,431 | 307.25 | 309 | -246.5 | 3.41 | 3.31 | 2.05 | 2.80 | 0.05 | 0.04 | 659.9 | 8.4 | -- |
| Range: | 0 | 25 | 1.13 | 0.61 | 155 | 5.91 | 97 | 1012 | 173 | 169.45 | 141.9 | 8.95 | 5.75 | 2.92 | 2.12 | 0.11 | 0.11 | 1696.7 | 19 | -- |
| Median: | 0 | 27.5 | 6.96 | 7.29 | 163.5 | 5.26 | 10.75 | 1420 | 321.5 | 315.98 | -234.31 | 2.51 | 2.47 | 1.95 | 2.84 | 0.04 | 0.02 | 561.05 | 8 | -- |
| Loading (lb/day): | 79.83 | 79.62 | -61.38 | 0.25 | -- | 0.32 | -- | 0 | -- |
Sample Point Description: Aerobic wetland 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.