Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 3888A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-25 | -- | N/A | 3.47 | 3.46 | -- | -- | -- | 556 | N/A | 0 | 61.66 | 0.19 | -- | 0.85 | -- | 6.68 | -- | 191.5 | 6 | -- |
| 2009-06-29 | -- | -- | -- | 3.4 | -- | -- | -- | 624 | -- | 0 | 94 | 0.62 | -- | 1.08 | -- | 9.96 | -- | 281 | 5.0 | -- |
| 2009-09-21 | -- | 11 | 3.12 | 3.39 | -- | -- | -- | 713 | 0 | 0 | 107.54 | 0.81 | -- | 1.46 | -- | 14.01 | -- | 367.9 | 1 | -- |
| 2009-12-30 | -- | 60 | 2.89 | 3.37 | -- | -- | -- | 614 | 0 | 0 | 86.17 | 0.77 | -- | 0.97 | -- | 8.44 | -- | 249.6 | 3 | -- |
| 2010-03-31 | -- | 60 | 2.77 | 3.45 | -- | -- | 12.5 | 523 | N/A | 0 | 56.84 | 0.49 | -- | 0.85 | -- | 5.91 | -- | 222.2 | 9 | -- |
| 2010-06-02 | -- | -- | 7.2 | 3.44 | -- | -- | 22.8 | 522 | 80 | ND | 65.52 | 0.48 | -- | <0.02 | -- | 1.67 | -- | 201.7 | 1 | -- |
| 2010-09-02 | -- | 8 | 2.83 | -- | -- | -- | 10.7 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-12-16 | -- | 100 | 3.55 | -- | -- | -- | 7.0 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-12-06 | -- | 43 | 4.1 | 3.74 | -- | -- | 9 | 364 | 0 | 0 | 37.21 | 0.15 | -- | 0.6 | -- | 2.81 | -- | 156.5 | <5 | -- |
| 2020-07-07 | -- | 30 | 4.02 | 4.3 | -- | -- | -- | 403 | -- | 0 | 37 | 0.12 | -- | 0.78 | -- | 4.80 | -- | 197 | <2 | -- |
| 2023-05-09 | Measured | 77 | 3.0 | 3.66 | -- | -- | 10.4 | 515 | 0 | <0.10 | 18.81 | 0.25 | -- | 0.87 | -- | 5.67 | -- | 224.3 | <5 | -- |
| Minimum: | 0 | 8 | 2.77 | 3.37 | -- | -- | 7.0 | 364 | 0 | 0 | 18.81 | 0.12 | -- | 0.6 | -- | 1.67 | -- | 156.5 | 1 | -- |
| Maximum: | 0 | 100 | 7.2 | 4.3 | -- | -- | 22.8 | 713 | 80 | 0 | 107.54 | 0.81 | -- | 1.46 | -- | 14.01 | -- | 367.9 | 9 | -- |
| Average: | 0 | 43 | 3.70 | 3.58 | -- | -- | 12.1 | 537 | 8.89 | 0 | 62.8 | 0.43 | -- | 0.93 | -- | 6.66 | -- | 232.4 | 4.2 | -- |
| Range: | 0 | 92 | 4.43 | 0.93 | -- | -- | 15.8 | 349 | 80 | 0 | 88.73 | 0.69 | -- | 0.86 | -- | 12.34 | -- | 211.4 | 8 | -- |
| Median: | 0 | 60 | 3.3 | 3.45 | -- | -- | 10.55 | 523 | 0 | 0 | 61.66 | 0.48 | -- | 0.86 | -- | 5.91 | -- | 222.2 | 4 | -- |
| Loading (lb/day): | -- | -- | 27.89 | 0.23 | -- | 0.48 | -- | 3.44 | -- |
Sample Point Description: AMD; Raw untreated discharge located at top of limestone channel;
- 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 - 3888B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-25 | -- | N/A | 6.99 | 7.21 | -- | -- | -- | 565 | N/A | 66.33 | -55.55 | 0.36 | -- | 0.65 | -- | 1.42 | -- | 202.9 | 1 | -- |
| 2009-06-29 | -- | -- | -- | 7.9 | -- | -- | -- | 358 | -- | 258 | -198 | <0.05 | -- | 0.64 | -- | 0.18 | -- | 117 | 6.0 | -- |
| 2009-09-21 | -- | 10 | 7.46 | 8.28 | -- | -- | -- | 773 | 100 | 322.96 | -278.99 | 0.04 | -- | 0.70 | -- | 0.28 | -- | 130.2 | 3 | -- |
| 2009-12-30 | -- | 60 | 6.57 | 6.32 | -- | -- | -- | 616 | 40 | 36.25 | -23.28 | 0.16 | -- | 0.69 | -- | 2.63 | -- | 184.4 | 27 | -- |
| 2010-03-31 | -- | 60 | 6.62 | 6.41 | -- | -- | 11.6 | 514 | 40 | 37.95 | -25.28 | 0.10 | -- | 0.47 | -- | 2.14 | -- | 201.1 | 9 | -- |
| 2010-06-02 | -- | -- | 3.47 | 6.58 | -- | -- | -- | 540 | -- | 71.32 | -54.29 | 0.04 | -- | 0.61 | -- | 5.74 | -- | 183.4 | 12 | -- |
| 2010-09-02 | -- | 8 | 7.11 | -- | -- | -- | -- | -- | 90 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-12-16 | -- | 100 | 6.00 | -- | -- | -- | 5.0 | -- | 12.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-12-06 | -- | 75 | 7.4 | 7.02 | -- | -- | 6.3 | 359 | 160 | 33.18 | -23.48 | <0.10 | -- | 0.12 | -- | 0.38 | -- | 153.1 | <5 | -- |
| 2020-07-07 | -- | 34.2 | 7.36 | 7.6 | -- | -- | -- | 515 | -- | 66 | -52 | 0.10 | -- | 0.88 | -- | 0.92 | -- | 199 | 2 | -- |
| 2023-05-09 | Measured | 70 | 6.5 | 7.13 | -- | -- | 13.2 | 486 | 36 | 31.53 | -25.28 | <0.10 | -- | 0.25 | -- | 1.14 | -- | 209.1 | 6 | -- |
| Minimum: | 0 | 8 | 3.47 | 6.32 | -- | -- | 5.0 | 358 | 12.5 | 31.53 | -278.99 | 0.04 | -- | 0.12 | -- | 0.18 | -- | 117 | 1 | -- |
| Maximum: | 0 | 100 | 7.46 | 8.28 | -- | -- | 13.2 | 773 | 160 | 322.96 | -23.28 | 0.36 | -- | 0.88 | -- | 5.74 | -- | 209.1 | 27 | -- |
| Average: | 0 | 46 | 6.55 | 7.16 | -- | -- | 9.0 | 525 | 59.81 | 103 | -81.8 | 0.13 | -- | 0.56 | -- | 1.65 | -- | 175.6 | 8.3 | -- |
| Range: | 0 | 92 | 3.99 | 1.96 | -- | -- | 8.2 | 415 | 147.5 | 291.43 | 255.71 | 0.32 | -- | 0.76 | -- | 5.56 | -- | 92.1 | 26 | -- |
| Median: | 0 | 60 | 6.81 | 7.13 | -- | -- | 8.95 | 515 | 65 | 66 | -52 | 0.1 | -- | 0.64 | -- | 1.14 | -- | 184.4 | 6 | -- |
| Loading (lb/day): | 38.28 | 29.32 | -22.06 | 0.06 | -- | 0.27 | -- | 0.86 | -- |
Sample Point Description: Effluent of Vertical Flow Pond and final effluent of the 3888 treatment system; located in channel k below the inlet structure
- 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.