Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 26 ALD Outlet |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2019-04-30 | -- | -- | -- | 6.4 | -- | -- | -- | -- | -- | 214.8 | -115.6 | 39.851 | -- | 16.087 | -- | 0.500 | -- | 438.4 | 22 | -- |
| 2020-06-26 | bucket | 11 | 6.28 | 6.18 | -- | 2.35 | 14.9 | 1300 | 262.5 | 320 | -294 | 39 | -- | 16.13 | -- | <0.10 | -- | 462.9 | 26 | -- |
| 2023-06-13 | Measured | 16.3 | 6.68 | 6.61 | -- | -- | 13.2 | 1356 | -- | 309 | -253.82 | 42.32 | -- | 18.29 | -- | <0.10 | -- | 429.7 | 17 | -- |
| Minimum: | 0 | 11 | 6.28 | 6.18 | -- | 2.35 | 13.2 | 1300 | 262.5 | 214.8 | -294 | 39 | -- | 16.087 | -- | 0.500 | -- | 429.7 | 17 | -- |
| Maximum: | 0 | 16.3 | 6.68 | 6.61 | -- | 2.35 | 14.9 | 1356 | 262.5 | 320 | -115.6 | 42.32 | -- | 18.29 | -- | 0.500 | -- | 462.9 | 26 | -- |
| Average: | 0 | 14 | 6.48 | 6.40 | -- | 2.35 | 14.1 | 1,328 | 262.50 | 281 | -221.1 | 40.39 | -- | 16.84 | -- | 0.50 | -- | 443.7 | 21.7 | -- |
| Range: | 0 | 5.3 | 0.4 | 0.43 | -- | 0 | 1.7 | 56 | 0 | 105.2 | 178.4 | 3.32 | -- | 2.203 | -- | 0 | -- | 33.2 | 9 | -- |
| Median: | 0 | 13.65 | 6.48 | 6.4 | -- | 2.35 | 14.05 | 1328 | 262.5 | 309 | -253.82 | 39.85 | -- | 16.13 | -- | 0.5 | -- | 438.4 | 22 | -- |
| Loading (lb/day): | 34.71 | 51.43 | -44.3 | 6.72 | -- | 2.86 | -- | -- | -- |
Sample Point Description: this is the effluent from the ALD, collected at the discharge pipe
- 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 - 26 Final Discharge |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2019-04-30 | M | 12.4 | -- | 7.2 | -- | -- | -- | -- | -- | 104.4 | -87.8 | 0.300 | -- | 0.297 | -- | 0.500 | -- | 401.7 | 16 | -- |
| 2020-06-26 | weir | 18 | 6.84 | 6.52 | -- | -- | 20.9 | 1105 | 156.5 | 128 | -115 | 2.04 | -- | 6.16 | -- | <0.10 | -- | 408.9 | 5 | -- |
| 2023-06-13 | Measured | 43.6 | 7.06 | 6.27 | -- | -- | 15.6 | 1631 | 181.5 | 126.9 | -85.32 | 0.1 | -- | 1.29 | -- | <0.10 | -- | 768.8 | 30 | -- |
| Minimum: | 0 | 12.4 | 6.84 | 6.27 | -- | -- | 15.6 | 1105 | 156.5 | 104.4 | -115 | 0.1 | -- | 0.297 | -- | 0.500 | -- | 401.7 | 5 | -- |
| Maximum: | 0 | 43.6 | 7.06 | 7.2 | -- | -- | 20.9 | 1631 | 181.5 | 128 | -85.32 | 2.04 | -- | 6.16 | -- | 0.500 | -- | 768.8 | 30 | -- |
| Average: | 0 | 25 | 6.95 | 6.66 | -- | -- | 18.3 | 1,368 | 169.00 | 120 | -96.0 | 0.81 | -- | 2.58 | -- | 0.50 | -- | 526.5 | 17.0 | -- |
| Range: | 0 | 31.2 | 0.22 | 0.93 | -- | -- | 5.3 | 526 | 25 | 23.6 | 29.68 | 1.94 | -- | 5.863 | -- | 0 | -- | 367.1 | 25 | -- |
| Median: | 0 | 18 | 6.95 | 6.52 | -- | -- | 18.25 | 1368 | 169 | 126.9 | -87.8 | 0.3 | -- | 1.29 | -- | 0.5 | -- | 408.9 | 16 | -- |
| Loading (lb/day): | 64.49 | 36.59 | -27.56 | 0.18 | -- | 0.68 | -- | 0.07 | -- |
Sample Point Description: this is the effluent from the entire system before discharging into a UNT to Sugar Run
- 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.