Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 3893 8A |
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 | 3.80 | 3.83 | -- | -- | -- | 488 | N/A | 0 | 24.82 | 0.92 | -- | 3.83 | -- | 1.62 | -- | 155.1 | 8 | -- |
| 2009-06-29 | -- | -- | -- | 3.4 | -- | -- | -- | 639 | -- | 0 | 63 | 2.96 | -- | 9.23 | -- | 1.80 | -- | 270 | 8.0 | -- |
| 2009-09-21 | -- | 3 | 2.81 | 3.41 | -- | -- | -- | 957 | -- | 0 | 75.98 | 5.69 | -- | 9.23 | -- | 5.52 | -- | 510.5 | 5 | -- |
| 2009-12-30 | -- | -- | 3.68 | 3.92 | -- | -- | -- | 358 | 0 | 0 | 23.08 | 0.95 | -- | 2.61 | -- | 1.24 | -- | 194.1 | 1 | -- |
| 2010-03-31 | -- | 12 | 3.38 | 3.93 | -- | -- | 12.9 | 357 | N/A | 0 | 20.38 | 1.06 | -- | 2.89 | -- | 0.91 | -- | 154.6 | 30 | -- |
| 2010-06-02 | -- | -- | 2.9 | 3.54 | -- | -- | 23.8 | 600 | -- | ND | 52.83 | 6.94 | -- | 10.94 | -- | 0.41 | -- | 252.6 | 1 | -- |
| 2010-09-02 | -- | <1 | 2.5 | -- | -- | -- | 25 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-12-06 | -- | -- | 4.5 | 3.96 | -- | -- | 1.6 | 262 | 0 | 0 | 17.71 | 0.76 | -- | 1.81 | -- | 0.69 | -- | 108.0 | <5 | -- |
| 2020-07-01 | Assumed | 10 | 3.57 | 3.53 | 350 | 7.4 | 18.6 | 536 | 0 | 0 | 37.43 | 4.68 | -- | 5.73 | -- | 0.78 | -- | 210.2 | 14 | -- |
| 2023-05-09 | -- | -- | 4.0 | 3.78 | -- | -- | 13.5 | 395 | 0 | <0.10 | 77.81 | 0.76 | -- | 2.85 | -- | 0.71 | -- | 136.3 | <5 | -- |
| Minimum: | 0 | 0 | 2.5 | 3.4 | 350 | 7.4 | 1.6 | 262 | 0 | 0.00 | 17.71 | 0.76 | -- | 1.81 | -- | 0.41 | -- | 108.0 | 1 | -- |
| Maximum: | 0 | 12 | 4.5 | 3.96 | 350 | 7.4 | 25 | 957 | 0 | 0.00 | 77.81 | 6.94 | -- | 10.94 | -- | 5.52 | -- | 510.5 | 30 | -- |
| Average: | 0 | 6 | 3.46 | 3.70 | 350 | 7.40 | 15.9 | 510 | 0 | 0 | 43.7 | 2.75 | -- | 5.46 | -- | 1.52 | -- | 221.3 | 9.6 | -- |
| Range: | 0 | 12 | 2 | 0.56 | 0 | 0 | 23.4 | 695 | 0 | 0 | 60.1 | 6.18 | -- | 9.13 | -- | 5.11 | -- | 402.5 | 29 | -- |
| Median: | 0 | 11 | 3.57 | 3.78 | 350 | 7.4 | 16.05 | 488 | 0 | 0 | 37.43 | 1.06 | -- | 3.83 | -- | 0.91 | -- | 194.1 | 8 | -- |
| Loading (lb/day): | -- | -- | 3.39 | 0.31 | -- | 0.48 | -- | 0.14 | -- |
Sample Point Description:
AMD; Inlet to 8A treatments ponds; Sample located at concrete inlet box
- 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 - 8AVFP1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-07-01 | Bucket | 6 | 7 | 6.89 | -62 | 2.34 | 18.3 | 497 | 124 | 100.67 | -89.44 | 1.51 | -- | 2.55 | -- | <0.10 | -- | 162.3 | <5 | -- |
| Minimum: | 0 | 6 | 7 | 6.89 | -62 | 2.34 | 18.3 | 497 | 124 | 100.67 | -89.44 | 1.51 | -- | 2.55 | -- | -- | -- | 162.3 | -- | -- |
| Maximum: | 0 | 6 | 7 | 6.89 | -62 | 2.34 | 18.3 | 497 | 124 | 100.67 | -89.44 | 1.51 | -- | 2.55 | -- | -- | -- | 162.3 | -- | -- |
| Average: | 0 | 6 | 7.00 | 6.89 | -62 | 2.34 | 18.3 | 497 | 124.00 | 101 | -89.4 | 1.51 | -- | 2.55 | -- | -- | -- | 162.3 | -- | -- |
| Range: | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | -- | -- | 0 | -- | -- |
| Median: | 0 | 6 | 7 | 6.89 | -62 | 2.34 | 18.3 | 497 | 124 | 100.67 | -89.44 | 1.51 | -- | 2.55 | -- | -- | -- | 162.3 | -- | -- |
| Loading (lb/day): | 8.94 | 7.26 | -6.45 | 0.11 | -- | 0.18 | -- | -- | -- |
Sample Point Description:
Effluent of 8A VFP1 sampled at Agri Drain box
- 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 - 8AVFP2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-07-01 | Bucket | 4 | 7.38 | 7.36 | -112 | 1.2 | 18 | 443 | 86 | 89.51 | -81.16 | 0.62 | -- | 2.14 | -- | <0.10 | -- | 143.7 | <5 | -- |
| Minimum: | 0 | 4 | 7.38 | 7.36 | -112 | 1.2 | 18 | 443 | 86 | 89.51 | -81.16 | 0.62 | -- | 2.14 | -- | -- | -- | 143.7 | -- | -- |
| Maximum: | 0 | 4 | 7.38 | 7.36 | -112 | 1.2 | 18 | 443 | 86 | 89.51 | -81.16 | 0.62 | -- | 2.14 | -- | -- | -- | 143.7 | -- | -- |
| Average: | 0 | 4 | 7.38 | 7.36 | -112 | 1.20 | 18.0 | 443 | 86.00 | 90 | -81.2 | 0.62 | -- | 2.14 | -- | -- | -- | 143.7 | -- | -- |
| Range: | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | -- | -- | 0 | -- | -- |
| Median: | 0 | 4 | 7.38 | 7.36 | -112 | 1.2 | 18 | 443 | 86 | 89.51 | -81.16 | 0.62 | -- | 2.14 | -- | -- | -- | 143.7 | -- | -- |
| Loading (lb/day): | 4.13 | 4.3 | -3.9 | 0.03 | -- | 0.1 | -- | -- | -- |
Sample Point Description:
Effluent of 8A Vertical Flow Pond 2; Sampled at Agri Drain box
- 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 - 3893 9A |
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 | 3.79 | 3.88 | -- | -- | -- | 1058 | N/A | 0 | 77.42 | 0.86 | -- | 9.20 | -- | 11.27 | -- | 476.2 | 4 | -- |
| 2009-06-29 | -- | -- | -- | 3.5 | -- | -- | -- | 901 | -- | 0 | 88 | 3.40 | -- | 8.44 | -- | 6.27 | -- | 502 | 5.0 | -- |
| 2009-09-21 | -- | 3 | 3.12 | 3.20 | -- | -- | -- | 944 | -- | 0 | 91.46 | 6.92 | -- | 14.49 | -- | 1.91 | -- | 449.6 | 2 | -- |
| 2009-12-30 | -- | -- | 3.62 | 3.87 | -- | -- | -- | 855 | 0 | 0 | 77.61 | 0.82 | -- | 8.27 | -- | 8.54 | -- | 515.7 | 1 | -- |
| 2010-03-31 | -- | 12 | 3.21 | 3.78 | -- | -- | 6.2 | 989 | N/A | 0 | 78.99 | 0.91 | -- | 8.38 | -- | 11.90 | -- | 526.5 | 1 | -- |
| 2010-06-02 | -- | -- | 2.9 | 3.53 | -- | -- | 19.2 | 1077 | -- | ND | 83.20 | 4.93 | -- | 10.95 | -- | 8.96 | -- | 592.8 | 4 | -- |
| 2010-09-02 | -- | <1 | 2.62 | -- | -- | -- | 24.3 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-12-06 | -- | -- | 5.3 | 3.88 | -- | -- | 2.0 | 464 | 0 | 0 | 40.20 | 1.18 | -- | 4.92 | -- | 4.87 | -- | 231.2 | 5 | -- |
| 2020-07-01 | Bucket | 19 | 3.46 | 3.4 | 440 | 6.95 | 17.5 | 827 | 0 | 0 | 65.4 | 6.77 | -- | 5.89 | -- | 4.62 | -- | 355.9 | 51 | -- |
| 2023-05-09 | -- | -- | 3.5 | 3.88 | -- | -- | 13.3 | 791 | 0 | <0.10 | 40.96 | 1.07 | -- | 6.09 | -- | 4.68 | -- | 382.1 | <5 | -- |
| Minimum: | 0 | 0 | 2.62 | 3.20 | 440 | 6.95 | 2.0 | 464 | 0 | 0.00 | 40.20 | 0.82 | -- | 4.92 | -- | 1.91 | -- | 231.2 | 1 | -- |
| Maximum: | 0 | 19 | 5.3 | 3.88 | 440 | 6.95 | 24.3 | 1077 | 0 | 0.00 | 91.46 | 6.92 | -- | 14.49 | -- | 11.90 | -- | 592.8 | 51 | -- |
| Average: | 0 | 9 | 3.50 | 3.66 | 440 | 6.95 | 13.8 | 878 | 0 | 0 | 71.5 | 2.98 | -- | 8.51 | -- | 7.00 | -- | 448.0 | 9.1 | -- |
| Range: | 0 | 19 | 2.68 | 0.68 | 0 | 0 | 22.3 | 613 | 0 | 0 | 51.26 | 6.1 | -- | 9.57 | -- | 9.99 | -- | 361.6 | 50 | -- |
| Median: | 0 | 15.5 | 3.46 | 3.78 | 440 | 6.95 | 15.4 | 901 | 0 | 0 | 77.61 | 1.18 | -- | 8.38 | -- | 6.27 | -- | 476.2 | 4 | -- |
| Loading (lb/day): | -- | -- | 9.88 | 0.64 | -- | 1.03 | -- | 0.95 | -- |
Sample Point Description:
Inlet to OPB located at concrete box at opposite end of pond as 3893 8B
- 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 - 3893 8B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-03-25 | -- | N/A | 7.38 | 7.78 | -- | -- | -- | 540 | N/A | 86.46 | -67.37 | 0.12 | -- | 0.92 | -- | 0.04 | -- | 139.1 | 1 | -- |
| 2009-06-29 | -- | -- | -- | 6.9 | -- | -- | -- | 595 | -- | 109 | -67 | 0.78 | -- | 4.35 | -- | 1.44 | -- | 258 | 14.0 | -- |
| 2009-09-21 | -- | -- | 6.75 | 7.22 | -- | -- | -- | 772 | -- | 126.75 | -98.40 | 0.89 | -- | 5.55 | -- | 0.38 | -- | 286.8 | 2 | -- |
| 2009-12-30 | -- | -- | 8.14 | 6.71 | -- | -- | -- | 385 | 40 | 43.71 | -31.18 | 0.12 | -- | 1.98 | -- | 0.12 | -- | 154.6 | 3 | -- |
| 2010-03-31 | -- | -- | 7.1 | 6.77 | -- | -- | 14.6 | 479 | 55 | 58.94 | -42.73 | 0.16 | -- | 39.35 | -- | 0.96 | -- | 167.7 | 2 | -- |
| 2010-06-02 | -- | -- | 6.5 | 6.50 | -- | -- | 25.8 | 722 | 50 | 47.82 | -35.57 | 0.72 | -- | 6.63 | -- | 1.12 | -- | 292.3 | 5 | -- |
| 2010-09-02 | -- | <1 | 7.70 | -- | -- | -- | 24.3 | -- | 310 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 0 | 6.5 | 6.50 | -- | -- | 14.6 | 385 | 0 | 43.71 | -98.40 | 0.12 | -- | 0.92 | -- | 0.04 | -- | 139.1 | 1 | -- |
| Maximum: | -- | 0 | 8.14 | 7.78 | -- | -- | 25.8 | 772 | 310 | 126.75 | -31.18 | 0.89 | -- | 39.35 | -- | 1.44 | -- | 292.3 | 14.0 | -- |
| Average: | -- | 0 | 7.26 | 6.98 | -- | -- | 21.6 | 582 | 91.00 | 79 | -57.0 | 0.47 | -- | 9.80 | -- | 0.68 | -- | 216.4 | 4.5 | -- |
| Range: | -- | 0 | 1.64 | 1.28 | -- | -- | 11.2 | 387 | 310 | 83.04 | 67.22 | 0.77 | -- | 38.43 | -- | 1.4 | -- | 153.2 | 13 | -- |
| Median: | -- | 0 | 7.24 | 6.84 | -- | -- | 24.3 | 567.5 | 55 | 72.7 | -54.87 | 0.44 | -- | 4.95 | -- | 0.67 | -- | 212.85 | 2.5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Inlet to OPB; combined flows of of VFP1 & VFP2?)
- 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 - 3893 OPB |
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 | 5.09 | 4.98 | -- | -- | -- | 782 | N/A | 3.13 | 23.84 | 0.36 | -- | 6.13 | -- | 5.06 | -- | 347.3 | 4 | -- |
| 2009-06-29 | -- | -- | -- | 6.5 | -- | -- | -- | 536 | -- | 65 | -20 | 1.33 | -- | 5.34 | -- | 2.32 | -- | 309 | 19.0 | -- |
| 2009-09-21 | -- | -- | 7.10 | 7.19 | -- | -- | -- | 704 | 90 | 95.40 | -71.56 | 0.91 | -- | 3.89 | -- | 0.42 | -- | 265.4 | 1 | -- |
| 2009-12-30 | -- | -- | 6.36 | 5.35 | -- | -- | -- | 572 | 5 | 9.02 | 12.14 | 0.30 | -- | 4.81 | -- | 3.28 | -- | 271.2 | 4 | -- |
| 2010-03-31 | -- | 30 | 6.56 | 6.43 | -- | -- | 8.6 | 530 | 30 | 39.89 | -22.93 | 0.17 | -- | 2.91 | -- | 1.12 | -- | 211.6 | 32 | -- |
| 2010-06-02 | -- | -- | 6.17 | 6.16 | -- | -- | 20.3 | 747 | 30 | 29.07 | -14.14 | 1.29 | -- | 5.39 | -- | 1.16 | -- | 332.1 | 7 | -- |
| 2010-09-02 | -- | <1 | 7.27 | -- | -- | -- | 20.8 | -- | 65 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-12-06 | -- | 300 | 6.3 | 5.49 | -- | -- | 1.7 | 590 | 20 | 12.02 | 4.78 | 0.24 | -- | 5.11 | -- | 1.59 | -- | 343.8 | 9 | -- |
| 2020-07-01 | Assumed | 29 | 4.61 | 4.59 | 335 | 9.11 | 19.9 | 634 | 1 | 1.62 | 19.31 | 0.7 | -- | 4.78 | -- | 2 | -- | 306.2 | <5 | -- |
| 2023-05-09 | Measured | 25 | 5.5 | 5.39 | -- | -- | 13.8 | 597 | 12 | 1.16 | 62.32 | 0.21 | -- | 4.09 | -- | 1.32 | -- | 278.6 | <5 | -- |
| Minimum: | 0 | 25 | 4.61 | 4.59 | 335 | 9.11 | 1.7 | 530 | 1 | 1.16 | -71.56 | 0.17 | -- | 2.91 | -- | 0.42 | -- | 211.6 | 1 | -- |
| Maximum: | 0 | 300 | 7.27 | 7.19 | 335 | 9.11 | 20.8 | 782 | 90 | 95.40 | 62.32 | 1.33 | -- | 6.13 | -- | 5.06 | -- | 347.3 | 32 | -- |
| Average: | 0 | 77 | 6.11 | 5.79 | 335 | 9.11 | 14.2 | 632 | 28.11 | 28 | -0.7 | 0.61 | -- | 4.72 | -- | 2.03 | -- | 296.1 | 10.9 | -- |
| Range: | 0 | 275 | 2.66 | 2.6 | 0 | 0 | 19.1 | 252 | 89 | 94.24 | 133.88 | 1.16 | -- | 3.22 | -- | 4.64 | -- | 135.7 | 31 | -- |
| Median: | 0 | 30 | 6.3 | 5.49 | 335 | 9.11 | 16.85 | 597 | 30 | 12.02 | 4.78 | 0.36 | -- | 4.81 | -- | 1.59 | -- | 306.2 | 7 | -- |
| Loading (lb/day): | 21.72 | 14.66 | 8.61 | 0.31 | -- | 5.59 | -- | 1.81 | -- |
Sample Point Description:
Effluent of the Settling Pond (aka OPB ) and Final effluent of the treatment system; located below cage on pond bank; Sometimes this pond was sampled in the emergency spillway on the southern side of the pond and sometimes this was sampled at the effluent 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.