Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 89-1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1996-12-03 | -- | -- | -- | 4.6 | -- | -- | -- | 66 | -- | 6.6 | 11.6 | 0.092 | -- | 0.647 | -- | 0.49 | -- | 21.3 | 2 | -- |
| 1997-06-25 | -- | -- | -- | 4.5 | -- | -- | -- | 135 | -- | 6.4 | 9.2 | 0.594 | -- | 1.08 | -- | 0.365 | -- | 43 | 34 | -- |
| 1997-07-07 | -- | -- | -- | 4.5 | -- | -- | -- | 163 | -- | 7 | 18.8 | 2.89 | -- | 1.62 | -- | 0.373 | -- | 45 | 22 | -- |
| 1997-07-17 | -- | -- | -- | 5 | -- | -- | -- | 140 | -- | 9.8 | 28 | 9.88 | -- | 1.95 | -- | 0.371 | -- | 50 | 22 | -- |
| 1999-04-12 | -- | -- | -- | 5 | -- | -- | -- | 76.6 | -- | 7.2 | 2.6 | 0.111 | -- | 0.51 | -- | 0.207 | -- | 23 | 2 | -- |
| 1999-07-22 | -- | 200 | -- | 6.6 | -- | -- | -- | 155.9 | -- | 34 | 0 | 2.06 | -- | 0.666 | -- | 0.2 | -- | 47 | 2 | -- |
| 2000-05-03 | -- | -- | 4.7 | 6.1 | -- | -- | -- | 100.5 | -- | 10 | 3.2 | 0.177 | -- | 0.14 | -- | 0.2 | -- | 29 | 14 | -- |
| 2000-06-08 | -- | -- | 6 | 6.1 | -- | -- | -- | 101.1 | -- | 10.6 | 1.8 | 0.322 | -- | 0.117 | -- | 0.2 | -- | 37 | 2 | -- |
| 2000-06-15 | -- | -- | 6 | 5.9 | -- | -- | -- | 86.1 | -- | 11.2 | 2.2 | 0.287 | -- | 0.11 | -- | 0.2 | -- | 37 | 28 | -- |
| 2000-06-19 | -- | -- | 6 | 6 | -- | -- | -- | 65.3 | -- | 11.2 | 34 | 0.306 | -- | 0.173 | -- | 0.2 | -- | 20 | 10 | -- |
| 2000-06-28 | -- | -- | 6 | 5.9 | -- | -- | -- | 73.8 | -- | 10.8 | 2.6 | 0.439 | -- | 0.186 | -- | 0.2 | -- | 25 | 2 | -- |
| 2000-07-17 | -- | -- | 6 | 6.1 | -- | -- | -- | 100.7 | -- | 13.8 | 1.4 | 0.573 | -- | 0.193 | -- | 0.2 | -- | 38 | 2 | -- |
| 2000-08-02 | -- | -- | -- | 6 | -- | -- | -- | 142.8 | -- | 16.8 | 0 | 1.17 | -- | 0.412 | -- | 0.2 | -- | 54 | 4 | -- |
| 2004-06-10 | -- | 800 | 6.7 | 6.9 | -- | -- | -- | -- | -- | 17.2 | 24.6 | 2.21 | -- | 0.504 | -- | 1.25 | -- | 59.1 | 3 | -- |
| 2004-09-09 | -- | 30008 | 6.5 | 6.2 | -- | -- | -- | -- | -- | 10.8 | 20.8 | 0.3 | -- | 0.241 | -- | 0.5 | -- | 28.9 | 3 | -- |
| 2005-04-26 | -- | 300 | 6.1 | 6.6 | -- | -- | -- | -- | -- | 10.2 | 9.2 | 0.3 | -- | 0.09 | -- | 0.5 | -- | 55.6 | 3 | -- |
| 2005-10-12 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 9.8 | 14.8 | 0.3 | -- | 0.406 | -- | 0.5 | -- | 56.6 | 3 | -- |
| 2006-03-28 | -- | 1000 | 6.2 | 6.4 | -- | -- | -- | -- | -- | 10.4 | 2.6 | 0.3 | -- | 0.074 | -- | 0.5 | -- | 35.7 | 3 | -- |
| 2006-04-19 | -- | 1500 | 4.5 | 5.6 | -- | -- | -- | -- | -- | 6.2 | 6.2 | 0.3 | -- | 0.054 | -- | 0.5 | -- | 20 | 3 | -- |
| 2006-08-29 | -- | 300 | 6.3 | 6.8 | -- | -- | -- | -- | -- | 13.2 | -1.6 | 0.55 | -- | 0.163 | -- | 0.5 | -- | 25.3 | 3 | -- |
| 2009-08-31 | -- | 250 | 6.50 | 6.25 | -- | -- | -- | 108 | -- | 13.03 | -0.60 | 0.58 | -- | 0.11 | -- | 0.11 | -- | 23.4 | 5 | -- |
| 2010-03-16 | -- | 325 | -- | 5.85 | -- | -- | -- | 46 | -- | 6.99 | 4.90 | 0.04 | -- | 0.07 | -- | 0.04 | -- | 15.2 | 7 | -- |
| 2012-04-02 | -- | -- | 6.5 | 6.42 | -- | -- | 5 | 89 | -- | 10.6 | 1.99 | 0.07 | -- | 0.03 | -- | <0.04 | -- | 32 | 14 | -- |
| 2015-05-05 | -- | -- | 7 | 5.9 | -- | -- | 12 | 86 | -- | 4.26 | 1.2 | 0.59 | -- | 0.12 | -- | 0.3 | -- | 24.9 | 6 | -- |
| 2018-04-02 | -- | 3000 | 6.5 | 6 | -- | -- | 4 | 64 | -- | 2.49 | 1 | <0.10 | -- | <0.05 | -- | <0.10 | -- | 17.6 | <5 | -- |
| 2020-06-01 | -- | -- | 6.50 | 6.86 | -- | -- | 11.0 | 71 | -- | 5.81 | 1.38 | 0.36 | -- | 0.09 | -- | 0.14 | -- | 24.8 | 12 | -- |
| 2023-04-11 | -- | -- | 6.5 | 6.34 | -- | -- | 7 | 72 | -- | 8.28 | 13.91 | 0.12 | -- | <0.05 | -- | <0.10 | -- | 24.7 | <5 | -- |
| Minimum: | -- | 200 | 4.5 | 4.5 | -- | -- | 4 | 46 | -- | 2.49 | -1.6 | 0.04 | -- | 0.03 | -- | 0.04 | -- | 15.2 | 2 | -- |
| Maximum: | -- | 30008 | 7 | 6.9 | -- | -- | 12 | 163 | -- | 34 | 34 | 9.88 | -- | 1.95 | -- | 1.25 | -- | 59.1 | 34 | -- |
| Average: | -- | 3,768 | 6.14 | 5.95 | -- | -- | 7.8 | 97 | -- | 11 | 8.0 | 0.96 | -- | 0.39 | -- | 0.34 | -- | 33.8 | 8.4 | -- |
| Range: | -- | 29808 | 2.5 | 2.4 | -- | -- | 8 | 117 | -- | 31.51 | 35.6 | 9.84 | -- | 1.92 | -- | 1.21 | -- | 43.9 | 32 | -- |
| Median: | -- | 562.5 | 6.25 | 6.1 | -- | -- | 7 | 87.55 | -- | 10.2 | 2.6 | 0.31 | -- | 0.17 | -- | 0.25 | -- | 29 | 3 | -- |
| Loading (lb/day): | -- | 462.01 | 884.76 | 16.49 | -- | 10.75 | -- | 23.55 | -- |
Sample Point Description: Influent water for Lick Creek Diversion Wells. Located at jack dam pool upstream of wells
- 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 - 89-2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1997-06-25 | -- | -- | -- | 5.6 | -- | -- | -- | 136 | -- | 8.6 | 7.4 | 0.414 | -- | 1.1 | -- | 0.307 | -- | 56 | 2 | -- |
| 1997-07-07 | -- | -- | -- | 4.7 | -- | -- | -- | 163 | -- | 7.4 | 22 | 2.38 | -- | 1.66 | -- | 0.388 | -- | 49 | 4 | -- |
| 2000-06-08 | -- | -- | 6 | 6.3 | -- | -- | -- | 105.9 | -- | 13.6 | 0 | 0.34 | -- | 0.11 | -- | 0.2 | -- | 37 | 4 | -- |
| 2000-06-19 | -- | -- | 6.5 | 6.3 | -- | -- | -- | 71 | -- | 13.8 | 28 | 0.326 | -- | 0.168 | -- | 0.2 | -- | 23 | 18 | -- |
| 2000-07-17 | -- | -- | 6.5 | 6.3 | -- | -- | -- | 106.2 | -- | 17.2 | 0 | 0.646 | -- | 0.201 | -- | 0.2 | -- | 39 | 2 | -- |
| 2000-08-02 | -- | -- | 6.5 | 6.1 | -- | -- | -- | 147.4 | -- | 19.2 | 1.8 | 1.14 | -- | 0.404 | -- | 0.2 | -- | 57 | 2 | -- |
| 2004-06-10 | -- | 450 | 6.8 | 7 | -- | -- | -- | -- | -- | 17.8 | 24.4 | 0.368 | -- | 0.206 | -- | 0.5 | -- | 50.6 | 3 | -- |
| 2004-09-09 | -- | 300 | 6.7 | 6.6 | -- | -- | -- | -- | -- | 13.4 | 15 | 0.438 | -- | 0.254 | -- | 0.5 | -- | 29.1 | 4 | -- |
| 2005-04-26 | -- | 200 | 6.5 | 6.7 | -- | -- | -- | -- | -- | 11 | 8 | 0.3 | -- | 0.09 | -- | 0.5 | -- | 45.9 | 3 | -- |
| 2005-10-12 | -- | -- | -- | 7.8 | -- | -- | -- | -- | -- | 20.6 | 4.2 | 0.3 | -- | 0.384 | -- | 0.5 | -- | 50.2 | 3 | -- |
| 2006-03-28 | -- | 400 | 6.4 | 6.5 | -- | -- | -- | -- | -- | 11.4 | 1 | 0.3 | -- | 0.7 | -- | 0.5 | -- | 43 | 3 | -- |
| 2006-04-19 | -- | 10 | 4.5 | 5.6 | -- | -- | -- | -- | -- | 6.4 | 6.6 | 0.3 | -- | 0.05 | -- | 0.5 | -- | 20 | 3 | -- |
| 2006-08-29 | -- | 100 | 6.5 | 6.8 | -- | -- | -- | -- | -- | 18.2 | -6.2 | 0.515 | -- | 0.144 | -- | 0.5 | -- | 28.4 | 3 | -- |
| 2009-08-31 | -- | 200 | 6.60 | 6.45 | -- | -- | -- | 118 | -- | 23.27 | -10.40 | 0.49 | -- | 0.11 | -- | 0.44 | -- | 27.2 | 9 | -- |
| 2010-03-16 | -- | 250 | -- | 7.25 | -- | -- | -- | 62 | -- | 27.47 | -4.51 | 0.04 | -- | 0.07 | -- | 0.06 | -- | 15.1 | 9 | -- |
| 2012-04-02 | -- | 50 | 7 | 6.68 | -- | -- | 5 | 90 | -- | 16.41 | -1.59 | 0.56 | -- | 0.15 | -- | 0.18 | -- | 31.9 | 14 | -- |
| 2015-05-05 | -- | -- | 7 | 7.09 | -- | -- | -- | 98 | -- | 12.12 | -3.61 | 0.14 | -- | 0.06 | -- | <0.10 | -- | 26.6 | 6 | -- |
| 2018-04-02 | -- | 53 | 6.8 | 6 | -- | -- | 4 | 68 | -- | 4.96 | -1.99 | <0.10 | -- | <0.05 | -- | <0.10 | -- | 16.8 | <5 | -- |
| 2020-06-01 | -- | 150 | 6.8 | 7.43 | -- | estimate | 11.0 | 87 | -- | 15.89 | -10.44 | 0.28 | -- | 0.07 | -- | 0.11 | -- | 25.0 | <5 | -- |
| 2023-04-11 | -- | -- | 6.8 | 6.83 | -- | -- | 7 | 80 | -- | 11.26 | 10.38 | 0.14 | -- | <0.05 | -- | <0.10 | -- | 24.8 | <5 | -- |
| Minimum: | -- | 10 | 4.5 | 4.7 | -- | 0 | 4 | 62 | -- | 4.96 | -10.44 | 0.04 | -- | 0.05 | -- | 0.06 | -- | 15.1 | 2 | -- |
| Maximum: | -- | 450 | 7 | 7.8 | -- | 0 | 11.0 | 163 | -- | 27.47 | 28 | 2.38 | -- | 1.66 | -- | 0.5 | -- | 57 | 18 | -- |
| Average: | -- | 197 | 6.49 | 6.50 | -- | 0 | 6.8 | 103 | -- | 15 | 4.5 | 0.50 | -- | 0.33 | -- | 0.34 | -- | 34.8 | 5.4 | -- |
| Range: | -- | 440 | 2.5 | 3.1 | -- | 0 | 7 | 101 | -- | 22.51 | 38.44 | 2.34 | -- | 1.61 | -- | 0.44 | -- | 41.9 | 16 | -- |
| Median: | -- | 200 | 6.55 | 6.55 | -- | 0 | 6 | 98 | -- | 13.7 | 1.4 | 0.34 | -- | 0.16 | -- | 0.39 | -- | 30.5 | 3 | -- |
| Loading (lb/day): | -- | 38.97 | 14.48 | 0.85 | -- | 0.65 | -- | 1.03 | -- |
Sample Point Description: Effluent of Upper Well at Lick Creek Diversion Wells
- 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 - 89-3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1997-06-25 | -- | -- | -- | 4.5 | -- | -- | -- | 142 | -- | 6 | 10.6 | 0.252 | -- | 1.21 | -- | 0.382 | -- | 51 | 16 | -- |
| 1997-07-07 | -- | -- | -- | 6.1 | -- | -- | -- | 184 | -- | 14.4 | 0 | 3.07 | -- | 2.48 | -- | 1.08 | -- | 55 | 74 | -- |
| 2000-06-08 | -- | -- | 6.5 | 6.3 | -- | -- | -- | 104 | -- | 12.6 | 0 | 0.332 | -- | 0.11 | -- | 0.2 | -- | 38 | 2 | -- |
| 2000-06-19 | -- | -- | 6 | 6.3 | -- | -- | -- | 69 | -- | 13.4 | 34 | 0.373 | -- | 0.138 | -- | 0.2 | -- | 22 | 14 | -- |
| 2000-07-17 | -- | -- | -- | 6.2 | -- | -- | -- | 103.9 | -- | 15.6 | 0 | 0.659 | -- | 0.216 | -- | 0.2 | -- | 36 | 2 | -- |
| 2000-08-02 | -- | -- | 6.5 | 6.1 | -- | -- | -- | 148.3 | -- | 19.2 | 3 | 1.32 | -- | 0.446 | -- | 0.2 | -- | 54 | 8 | -- |
| 2004-06-10 | -- | 350 | 6.7 | 6.9 | -- | -- | -- | -- | -- | 20.8 | 14.6 | 0.431 | -- | 0.222 | -- | 0.5 | -- | 62.4 | 3 | -- |
| 2004-09-09 | -- | 200 | 6.7 | 6.8 | -- | -- | -- | -- | -- | 16 | 13 | 0.3 | -- | 0.17 | -- | 0.5 | -- | 28.1 | 4 | -- |
| 2005-04-26 | -- | 150 | 6.5 | 6.8 | -- | -- | -- | -- | -- | 11.6 | 7 | 0.3 | -- | 0.081 | -- | 0.5 | -- | 41.6 | 3 | -- |
| 2005-10-12 | -- | -- | -- | 6.3 | -- | -- | -- | -- | -- | 10 | 16 | 0.3 | -- | 0.385 | -- | 0.5 | -- | 49.8 | 3 | -- |
| 2006-03-28 | -- | 100 | 6.3 | 6.2 | -- | -- | -- | -- | -- | 12.6 | 3 | 0.3 | -- | 0.06 | -- | 0.5 | -- | 38.2 | 3 | -- |
| 2006-04-19 | -- | 1000 | 5 | 5.7 | -- | -- | -- | -- | -- | 6.2 | 7.8 | 0.3 | -- | 0.065 | -- | 0.5 | -- | 20 | 4 | -- |
| 2009-08-31 | -- | 50 | 6.50 | 6.33 | -- | -- | -- | 105 | -- | 16.87 | -5.20 | 3.83 | -- | 0.08 | -- | 0.04 | -- | 27.9 | 7 | -- |
| 2010-03-16 | -- | 75 | -- | 6.16 | -- | -- | -- | 54 | -- | 8.74 | 4.31 | 0.04 | -- | 0.06 | -- | 0.07 | -- | 14.7 | 7 | -- |
| 2012-04-02 | -- | 20 | 6.5 | 6.49 | -- | -- | 5 | 92 | -- | 11.21 | 0 | 0.32 | -- | 0.05 | -- | 0.15 | -- | 32.5 | 6 | -- |
| 2015-05-05 | -- | -- | 7 | 6.5 | -- | -- | 13 | 90 | -- | 7.27 | -0.4 | 0.15 | -- | 0.06 | -- | <0.10 | -- | 25.8 | <5 | -- |
| 2018-04-02 | -- | 129 | 6.5 | 6.45 | -- | -- | 4 | 68 | -- | 4.13 | 0.2 | <0.10 | -- | <0.05 | -- | <0.10 | -- | 16.5 | <5 | -- |
| 2020-06-01 | -- | 95 | 6.8 | 6.61 | -- | estimate | 11.0 | 94 | -- | 17.05 | -16.35 | 0.37 | -- | 0.06 | -- | 0.11 | -- | 26.1 | 11 | -- |
| 2023-04-11 | -- | -- | 6.8 | 6.7 | -- | -- | 7 | 78 | -- | 11.36 | 10.97 | 0.13 | -- | <0.05 | -- | <0.10 | -- | 24.5 | <5 | -- |
| Minimum: | -- | 20 | 5 | 4.5 | -- | 0 | 4 | 54 | -- | 4.13 | -16.35 | 0.04 | -- | 0.05 | -- | 0.04 | -- | 14.7 | 2 | -- |
| Maximum: | -- | 1000 | 7 | 6.9 | -- | 0 | 13 | 184 | -- | 20.8 | 34 | 3.83 | -- | 2.48 | -- | 1.08 | -- | 62.4 | 74 | -- |
| Average: | -- | 217 | 6.45 | 6.29 | -- | 0 | 8.0 | 102 | -- | 12 | 5.4 | 0.71 | -- | 0.35 | -- | 0.35 | -- | 35.0 | 10.4 | -- |
| Range: | -- | 980 | 2 | 2.4 | -- | 0 | 9 | 130 | -- | 16.67 | 50.35 | 3.79 | -- | 2.43 | -- | 1.04 | -- | 47.7 | 72 | -- |
| Median: | -- | 114.5 | 6.5 | 6.3 | -- | 0 | 7 | 94 | -- | 12.6 | 3 | 0.31 | -- | 0.11 | -- | 0.29 | -- | 32.5 | 5 | -- |
| Loading (lb/day): | -- | 28.31 | 20.56 | 1.1 | -- | 0.28 | -- | 1.23 | -- |
Sample Point Description: Effluent of Lower Well of Lick Creek Diversion Wells
- 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.