Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - MARKELALD |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: DISCHARGE FROM ALD INTO SED POND
- 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 - MARKELFINAL |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: FINAL DISCHARGE FROM TREATMENT SYSTEM
- 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 - MARKEL |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Markel Discharge
- 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 - MARKELA |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1999-05-11 | -- | 123 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 134 | 72.5 | -- | 20.4 | -- | 0.41 | -- | 883 | 24 | 63.63 |
| 1999-06-03 | -- | 171 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 168 | 66.7 | -- | 20 | -- | 0.318 | -- | 918 | 34 | 64.64 |
| 1999-07-13 | -- | 170 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 178 | 64.2 | -- | 18 | -- | 0.281 | -- | 796 | 44 | 66.66 |
| 1999-08-09 | -- | 154 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 186 | 74.1 | -- | 19.9 | -- | 0.313 | -- | 824 | 84 | 69.69 |
| 1999-09-16 | -- | 170 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 156 | 74.9 | -- | 22 | -- | 0.429 | -- | 778 | 96 | 60.6 |
| 1999-10-20 | -- | 224 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 172 | 80 | -- | 19.8 | -- | 0.335 | -- | 971.9 | 20 | 67.5 |
| 1999-11-16 | -- | 171 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 182 | 75.3 | -- | 20.1 | -- | 0.363 | -- | 826 | 42 | 71.71 |
| 1999-12-07 | -- | 171 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 186 | 77.5 | -- | 20.8 | -- | 0.507 | -- | 1010 | 2 | 72.72 |
| 2000-01-11 | -- | 206 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 154 | 74.9 | -- | 21.3 | -- | 0.423 | -- | 814 | 26 | 68.68 |
| 2000-02-01 | -- | 138 | -- | 4 | -- | -- | -- | -- | -- | 0 | 180 | 75.3 | -- | 21.9 | -- | 0.328 | -- | 892 | 4 | 70.7 |
| 2000-03-01 | -- | 154 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 152 | 63 | -- | 16.7 | -- | 0.529 | -- | 861 | 20 | 50.5 |
| 2000-04-04 | -- | 242 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 124 | 46.3 | -- | 13.9 | -- | 0.778 | -- | 695 | 22 | 42.33 |
| 2000-05-02 | -- | 154 | -- | 5.1 | -- | -- | -- | -- | -- | 3.6 | 162 | 89.8 | -- | 22.4 | -- | 0.385 | -- | 1326.4 | 30 | 76.76 |
| 2000-06-06 | -- | 138 | -- | 4.3 | -- | -- | -- | -- | -- | 0 | 154 | 81.6 | -- | 21.3 | -- | 0.33 | -- | 874 | 10 | 80.8 |
| 2000-07-06 | -- | 154 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 142 | 89.7 | -- | 25 | -- | 0.212 | -- | 355 | 30 | 69.7 |
| 2000-08-03 | -- | 171 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 180 | 83.8 | -- | 21.2 | -- | 0.297 | -- | 972 | 66 | 74.74 |
| 2000-09-12 | -- | 188 | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 182 | 72.9 | -- | 19.1 | -- | 0.243 | -- | 383 | 32 | 75.1 |
| 2000-11-08 | -- | 138 | -- | 4.8 | -- | -- | -- | -- | -- | 2.6 | 164 | 83.9 | -- | 20.8 | -- | 0.251 | -- | 961 | 18 | 81.7 |
| 2001-01-30 | -- | 171 | -- | 4.6 | -- | -- | -- | -- | -- | 0.8 | 138 | 68.3 | -- | 17.7 | -- | 0.591 | -- | 1110 | 30 | 60 |
| 2001-03-22 | -- | 154 | -- | 4.8 | -- | -- | -- | -- | -- | 2.2 | 136 | 66 | -- | 17.7 | -- | 0.625 | -- | 782 | 8 | 51.5 |
| 2001-04-19 | -- | 224 | -- | 5.5 | -- | -- | -- | -- | -- | 5.2 | 122 | 69.5 | -- | 17.9 | -- | 0.453 | -- | 693 | 24 | 69.4 |
| 2001-05-22 | -- | 138 | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 162 | 74.7 | -- | 19.1 | -- | 0.381 | -- | 971 | 40 | 77.062 |
| 2001-06-19 | -- | 5.55 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 162 | 78.4 | -- | 21.4 | -- | 0.251 | -- | 804.9 | 32 | 77.36 |
| 2001-07-24 | -- | 171 | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 181.6 | 69.1 | -- | 21.1 | -- | 0.481 | -- | 705.5 | 46 | 60.85 |
| 2001-08-21 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 175.4 | 75.4 | -- | 20.1 | -- | 0.23 | -- | 824 | 34 | 80.29 |
| 2001-11-29 | -- | 123 | -- | 4.8 | -- | -- | -- | -- | -- | 1.8 | 189.6 | 75.5 | -- | 20.2 | -- | 0.2 | -- | 783 | 4 | 73.31 |
| 2002-01-24 | -- | 123 | -- | 4.3 | -- | -- | -- | -- | -- | 0 | 188.6 | 80.5 | -- | 21 | -- | 0.231 | -- | 868 | 16 | 68.09 |
| 2002-02-28 | -- | 123 | -- | 5.3 | -- | -- | -- | -- | -- | 3.2 | 184.4 | 85.8 | -- | 22.3 | -- | 0.567 | -- | 831 | 6 | 82.6 |
| 2002-04-30 | -- | 154 | -- | 5.5 | -- | -- | -- | -- | -- | 9.2 | 191.2 | 80.5 | -- | 19.7 | -- | 0.471 | -- | 811 | 2 | 62.33 |
| 2002-06-27 | -- | 108 | -- | 3.9 | -- | -- | -- | -- | -- | 0 | 204.2 | 75.1 | -- | 18.1 | -- | 0.255 | -- | 828 | 32 | 69.66 |
| 2002-07-25 | -- | 60 | -- | 5.8 | -- | -- | -- | -- | -- | 26 | 165.4 | 109 | -- | 20 | -- | 2.35 | -- | 970 | 334 | 77.36 |
| 2002-12-20 | -- | 188 | -- | 6.4 | -- | -- | -- | -- | -- | 133.6 | 28 | 114 | -- | 21.7 | -- | 0.2 | -- | 320.1 | 68 | 98.49 |
| Minimum: | -- | 5.55 | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 28 | 46.3 | -- | 13.9 | -- | 0.2 | -- | 320.1 | 2 | 42.33 |
| Maximum: | -- | 242 | -- | 6.4 | -- | -- | -- | -- | -- | 133.6 | 204.2 | 114 | -- | 25 | -- | 2.35 | -- | 1326.4 | 334 | 98.49 |
| Average: | -- | 154 | -- | 4.27 | -- | -- | -- | -- | -- | 6 | 162.0 | 77.13 | -- | 20.08 | -- | 0.44 | -- | 826.3 | 40.0 | 69.89 |
| Range: | -- | 236.45 | -- | 3 | -- | -- | -- | -- | -- | 133.6 | 176.2 | 67.7 | -- | 11.1 | -- | 2.15 | -- | 1006.3 | 332 | 56.16 |
| Median: | -- | 154 | -- | 3.85 | -- | -- | -- | -- | -- | 0 | 166.7 | 75.3 | -- | 20.15 | -- | 0.35 | -- | 827 | 30 | 69.7 |
| Loading (lb/day): | -- | 37.58 | 294.62 | 140.7 | -- | 36.87 | -- | 0.78 | -- |
Sample Point Description: Markel Discharge at point A (Left weir facing upstream)
- 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 - MARKELB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1999-05-11 | -- | 1 | -- | 3 | -- | -- | -- | -- | -- | 0 | 142 | 14.9 | -- | 17.3 | -- | 3.67 | -- | 568 | 4 | 2.94 |
| 1999-07-13 | -- | .75 | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 218 | 19.9 | -- | 16.6 | -- | 3.81 | -- | 759 | 20 | 3.24 |
| 1999-08-09 | -- | 1 | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 230 | 22.9 | -- | 18.6 | -- | 4.45 | -- | 722 | 84 | 3.54 |
| 1999-09-16 | -- | 2 | -- | 3 | -- | -- | -- | -- | -- | 0 | 192 | 25.1 | -- | 21.3 | -- | 5.28 | -- | 674 | 68 | 3.06 |
| 1999-10-20 | -- | 1 | -- | 2.9 | -- | -- | -- | -- | -- | 0 | 200 | 19.6 | -- | 18.5 | -- | 6.55 | -- | 866.9 | 12 | 2.7 |
| 1999-11-16 | -- | 2 | -- | 3 | -- | -- | -- | -- | -- | 0 | 208 | 19.6 | -- | 18.7 | -- | 6.67 | -- | 314 | 12 | 1.5 |
| 1999-12-07 | -- | 1.5 | -- | 3 | -- | -- | -- | -- | -- | 0 | 208 | 14.2 | -- | 19.3 | -- | 7.2 | -- | 753 | 2 | 0.96 |
| 2000-01-11 | -- | 1 | -- | 3 | -- | -- | -- | -- | -- | 0 | 152 | 65 | -- | 21 | -- | 6.44 | -- | 698 | 2 | 0.9 |
| 2000-03-01 | -- | 4.5 | -- | 3 | -- | -- | -- | -- | -- | 0 | 148 | 8.57 | -- | 15.7 | -- | 4.94 | -- | 597 | 8 | 0.75 |
| 2000-04-04 | -- | 40 | -- | 3.2 | -- | -- | -- | -- | -- | 0 | 70 | 4.15 | -- | 6.62 | -- | 2.48 | -- | 256 | 2 | 0.96 |
| 2000-05-02 | -- | 3 | -- | 3 | -- | -- | -- | -- | -- | 0 | 142 | 10.4 | -- | 19.7 | -- | 4.13 | -- | 543 | 132 | 1.26 |
| 2000-06-06 | -- | 1.5 | -- | 3 | -- | -- | -- | -- | -- | 0 | 142 | 12.2 | -- | 18.7 | -- | 4.02 | -- | 729 | 38 | 3 |
| 2000-07-06 | -- | 2 | -- | 2.9 | -- | -- | -- | -- | -- | 0 | 176 | 16 | -- | 21.4 | -- | 3.43 | -- | 739 | 8 | 1.92 |
| 2000-08-03 | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | 0 | 196 | 21.4 | -- | 18.8 | -- | 3.36 | -- | 614 | 32 | 4.8 |
| 2000-09-12 | -- | 1.5 | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 214 | 24.6 | -- | 17.7 | -- | 4.16 | -- | 368 | 2 | 9.81 |
| 2000-11-08 | -- | -- | -- | 3 | -- | -- | -- | -- | -- | 0 | 176 | 18 | -- | 21 | -- | 6.09 | -- | 658 | 2 | 5.2 |
| 2001-01-30 | -- | 10 | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 134 | 34 | -- | 15.5 | -- | 2.21 | -- | 1070 | 30 | 19.2 |
| 2001-03-22 | -- | 75 | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 114 | 34.4 | -- | 14.2 | -- | 1.88 | -- | 611 | 2 | 23.7 |
| 2001-05-22 | -- | 40 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 164 | 64.6 | -- | 18.2 | -- | 0.597 | -- | 1180 | 36 | 86.747 |
| 2001-06-19 | -- | 9 | -- | 3.3 | -- | -- | -- | -- | -- | 0 | 160 | 60.3 | -- | 21.3 | -- | 0.718 | -- | 703.9 | 16 | 55.07 |
| 2001-07-24 | -- | 40 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 187 | 78.8 | -- | 21.7 | -- | 0.206 | -- | 792.6 | 38 | 75.14 |
| 2001-08-21 | -- | -- | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 181.4 | 69.8 | -- | 20.5 | -- | 0.435 | -- | 797.3 | 28 | 72.54 |
| 2001-11-29 | -- | 60 | -- | 4 | -- | -- | -- | -- | -- | 0 | 193.8 | 74.6 | -- | 20.5 | -- | 0.404 | -- | 796 | 18 | 0.72 |
| 2002-01-24 | -- | 60 | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 188.8 | 82.8 | -- | 21.7 | -- | 0.874 | -- | 794 | 50 | 48.02 |
| 2002-02-28 | -- | 60 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 176.8 | 73.1 | -- | 21 | -- | 0.501 | -- | 772 | 12 | 61.37 |
| 2002-04-30 | -- | 100 | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 125.4 | 22.7 | -- | 11.4 | -- | 4.99 | -- | 521 | 4 | 19.81 |
| 2002-06-27 | -- | 75 | -- | 3.4 | -- | -- | -- | -- | -- | 0 | 201.8 | 36.2 | -- | 15.5 | -- | 8.22 | -- | 1868 | 26 | 30.29 |
| Minimum: | -- | .75 | -- | 2.8 | -- | -- | -- | -- | -- | 0 | 70 | 4.15 | -- | 6.62 | -- | 0.206 | -- | 256 | 2 | 0.72 |
| Maximum: | -- | 100 | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 230 | 82.8 | -- | 21.7 | -- | 8.22 | -- | 1868 | 132 | 86.747 |
| Average: | -- | 25 | -- | 3.23 | -- | -- | -- | -- | -- | 0 | 171.9 | 35.10 | -- | 18.24 | -- | 3.62 | -- | 732.0 | 25.5 | 19.97 |
| Range: | -- | 99.25 | -- | 1.3 | -- | -- | -- | -- | -- | 0 | 160 | 78.65 | -- | 15.08 | -- | 8.014 | -- | 1612 | 130 | 86.027 |
| Median: | -- | 3.75 | -- | 3 | -- | -- | -- | -- | -- | 0 | 176.8 | 22.9 | -- | 18.7 | -- | 3.81 | -- | 722 | 16 | 3.54 |
| Loading (lb/day): | -- | -- | 46.77 | 14.32 | -- | 4.9 | -- | 0.82 | -- |
Sample Point Description: Markel Discharge at point B (Right weir facing upstream)
- 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 - MARKELGW |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2002-09-24 | -- | 150 | 6.1 | 5.7 | -- | -- | -- | -- | -- | 24 | 191.6 | 101 | -- | 21.3 | -- | 0.245 | -- | 890.9 | 14 | 85.48 |
| 2003-07-24 | -- | -- | 5.7 | 5.5 | -- | -- | -- | -- | -- | 30.2 | 184.8 | 66.4 | -- | 16.2 | -- | 0.397 | -- | 737.5 | 6 | 47 |
| 2003-08-19 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 42.6 | 179.2 | 87.4 | -- | 18.3 | -- | 0.334 | -- | 887.8 | 12 | 44.1 |
| 2003-10-08 | -- | -- | 5.7 | 5.7 | -- | -- | -- | -- | -- | 38.2 | 192.6 | 85.7 | -- | 17.8 | -- | 0.378 | -- | 826.5 | 20 | 80 |
| 2003-11-25 | -- | -- | -- | 6 | -- | -- | -- | -- | -- | 48.6 | 93.4 | 66.9 | -- | 15.5 | -- | 0.354 | -- | 758.4 | 76 | 26.96 |
| 2004-03-10 | -- | -- | 5.9 | 4.2 | -- | -- | -- | -- | -- | 4.8 | 85.6 | 25.1 | -- | 8.56 | -- | 0.549 | -- | 347.4 | 6 | 22.31 |
| 2004-07-29 | -- | -- | -- | 5.3 | -- | -- | -- | -- | -- | 19.2 | 118.2 | 54 | -- | 13.9 | -- | 1.3 | -- | 583.1 | 10 | 53.77 |
| 2004-08-13 | -- | -- | 5.5 | 5.5 | -- | -- | -- | -- | -- | 24 | 152.4 | 58.9 | -- | 15.7 | -- | 0.967 | -- | 629.2 | 3 | 68.16 |
| 2004-08-31 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 4.4 | 65.6 | 19.9 | -- | 8.24 | -- | 0.557 | -- | 418.9 | 3 | 22.04 |
| 2004-10-27 | -- | -- | -- | 5.6 | -- | -- | -- | -- | -- | 29.2 | 142.8 | 59.2 | -- | 14.8 | -- | 0.5 | -- | 687.2 | 12 | 69.95 |
| 2004-12-08 | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | 12.6 | 69.8 | 22.4 | -- | 9.38 | -- | 0.641 | -- | 388.4 | 3 | 25.65 |
| 2005-02-02 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 19.8 | 129.8 | 48 | -- | 12.5 | -- | 0.666 | -- | 629.5 | 4 | 53.54 |
| 2005-03-31 | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 6.8 | 55.2 | 14.2 | -- | 7.21 | -- | 0.599 | -- | 324.1 | 3 | 16.91 |
| 2005-05-04 | -- | -- | -- | 5.3 | -- | -- | -- | -- | -- | 14.6 | 100.8 | 37.1 | -- | 12.6 | -- | 0.937 | -- | 539.4 | 3 | 40.41 |
| 2005-07-20 | -- | -- | -- | 5.5 | -- | -- | -- | -- | -- | 22.6 | 136 | 60.8 | -- | 15.8 | -- | 0.936 | -- | 300 | 10 | 62.15 |
| 2005-09-01 | -- | -- | -- | 5.9 | -- | -- | -- | -- | -- | 28 | 105.2 | 50.2 | -- | 14.8 | -- | 0.53 | -- | 625.4 | 8 | 51.17 |
| Minimum: | -- | 150 | 5.5 | 4.2 | -- | -- | -- | -- | -- | 4.4 | 55.2 | 14.2 | -- | 7.21 | -- | 0.245 | -- | 300 | 3 | 16.91 |
| Maximum: | -- | 150 | 6.1 | 6 | -- | -- | -- | -- | -- | 48.6 | 192.6 | 101 | -- | 21.3 | -- | 1.3 | -- | 890.9 | 76 | 85.48 |
| Average: | -- | 150 | 5.78 | 5.32 | -- | -- | -- | -- | -- | 23 | 125.2 | 53.58 | -- | 13.91 | -- | 0.62 | -- | 598.4 | 12.1 | 48.10 |
| Range: | -- | 0 | 0.6 | 1.8 | -- | -- | -- | -- | -- | 44.2 | 137.4 | 86.8 | -- | 14.09 | -- | 1.055 | -- | 590.9 | 73 | 68.57 |
| Median: | -- | 150 | 5.7 | 5.5 | -- | -- | -- | -- | -- | 23.3 | 124 | 56.45 | -- | 14.8 | -- | 0.55 | -- | 627.3 | 7 | 49.09 |
| Loading (lb/day): | -- | 43.27 | 345.45 | 182.1 | -- | 38.4 | -- | 0.44 | -- |
Sample Point Description: UNDERDRAIN TO SED POND
- 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.