Water Quality Report
EXPORT RAW DATA TO CSV
Reevesdale South Dip Tunnel Water Quality Report - REV2RAW |
Export Sample Point Report / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-07-23 | -- | 436 | 4.2 | 5.3 | 474 | 1.89 | 11 | 149 | -- | 11 | 21 | 2.76 | -- | 0.67 | -- | 0.65 | -- | 49 | 0 | -- |
| 2015-05-20 | -- | 228 | 5.21 | 5.3 | -- | -- | 10.79 | 138 | -- | 8 | 11 | 2.42 | -- | 0.67 | -- | 0.88 | -- | 51 | <5 | -- |
| 2009-09-15 | -- | -- | -- | 5 | -- | -- | -- | -- | -- | 1.4 | 1.2 | 2.422 | -- | 0.843 | -- | 0.921 | -- | 52.7 | 8 | 1.85 |
| 2010-04-07 | -- | -- | -- | 4.9 | -- | -- | -- | -- | -- | 0 | 17.6 | 1.234 | -- | 0.68 | -- | 1.204 | -- | 49.3 | 5 | 0.75 |
| Minimum: | -- | 228 | 4.2 | 4.9 | 474 | 1.89 | 10.79 | 138 | -- | 0 | 1.2 | 1.234 | -- | 0.67 | -- | 0.65 | -- | 49 | 0 | 0.75 |
| Maximum: | -- | 436 | 5.21 | 5.3 | 474 | 1.89 | 11 | 149 | -- | 11 | 21 | 2.76 | -- | 0.843 | -- | 1.204 | -- | 52.7 | 8 | 1.85 |
| Average: | -- | 332 | 4.71 | 5.13 | 474 | 1.89 | 10.9 | 144 | -- | 5 | 12.70 | 2.21 | -- | 0.72 | -- | 0.91 | -- | 50.5 | 4.3 | 1.30 |
| Range: | -- | 208 | 1.01 | 0.4 | 0 | 0 | 0.21 | 11 | -- | 11 | 19.8 | 1.526 | -- | 0.173 | -- | 0.554 | -- | 3.7 | 8 | 1.1 |
| Median: | -- | 332 | 4.71 | 5.15 | 474 | 1.89 | 10.9 | 143.5 | -- | 4.7 | 14.3 | 2.42 | -- | 0.68 | -- | 0.9 | -- | 50.15 | 5 | 1.3 |
| Loading (lb/day): | -- | 39.79 | 70.1 | 10.55 | -- | 2.67 | -- | 2.91 | -- |
Sample Point Description: Reevesdale #2 Discharge; AKA 240-A1
- 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.
Reevesdale South Dip Tunnel Water Quality Report - REV2TRET |
Export Sample Point Report / 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2012-07-23 | -- | 436 | 6 | 6.2 | 359 | 8.96 | 14 | 303 | -- | 94 | -57 | 0.2 | -- | 0.2 | -- | 0.08 | -- | 50 | 0 | -- |
| 2015-05-20 | -- | 228 | 6.84 | 6.7 | -- | -- | 13.45 | 270 | -- | 88 | -68 | 0.09 | -- | 0.21 | -- | 0.09 | -- | 54 | <5 | -- |
| 2009-09-15 | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | 88 | -85.8 | 0.435 | -- | 0.263 | -- | 0.203 | -- | 51 | 6 | 0.1 |
| 2010-04-07 | -- | -- | -- | 7.5 | -- | -- | -- | -- | -- | 91 | -80 | 0.182 | -- | 0.157 | -- | 0.2 | -- | 56.2 | 5 | 0.05 |
| Minimum: | -- | 228 | 6 | 6.2 | 359 | 8.96 | 13.45 | 270 | -- | 88 | -85.8 | 0.09 | -- | 0.157 | -- | 0.08 | -- | 50 | 0 | 0.05 |
| Maximum: | -- | 436 | 6.84 | 7.5 | 359 | 8.96 | 14 | 303 | -- | 94 | -57 | 0.435 | -- | 0.263 | -- | 0.203 | -- | 56.2 | 6 | 0.1 |
| Average: | -- | 332 | 6.42 | 6.88 | 359 | 8.96 | 13.7 | 287 | -- | 90 | -72.70 | 0.23 | -- | 0.21 | -- | 0.14 | -- | 52.8 | 3.7 | 0.08 |
| Range: | -- | 208 | 0.84 | 1.3 | 0 | 0 | 0.55 | 33 | -- | 6 | 28.8 | 0.345 | -- | 0.106 | -- | 0.123 | -- | 6.2 | 6 | 0.05 |
| Median: | -- | 332 | 6.42 | 6.9 | 359 | 8.96 | 13.73 | 286.5 | -- | 89.5 | -74 | 0.19 | -- | 0.21 | -- | 0.15 | -- | 52.5 | 5 | 0.08 |
| Loading (lb/day): | -- | 366.9 | -242.54 | 0.65 | -- | 0.81 | -- | 0.33 | -- |
Sample Point Description: Reevesdale #2 Final Treatment Pond; AKA 240-D1
- 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.