Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - DER-1 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Mine Drainage; Raw untreated abandoned mine discharge; Influent to the Glascow (C&K 51) passive 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 - VFP1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-05-24 | -- | -- | 6.4 | 6.8 | -- | -- | -- | 2660 | -- | 125 | 21 | 12 | -- | 72.97 | -- | 1.43 | -- | 1760 | 21 | -- |
| Minimum: | -- | -- | 6.4 | 6.8 | -- | -- | -- | 2660 | -- | 125 | 21 | 12 | -- | 72.97 | -- | 1.43 | -- | 1760 | 21 | -- |
| Maximum: | -- | -- | 6.4 | 6.8 | -- | -- | -- | 2660 | -- | 125 | 21 | 12 | -- | 72.97 | -- | 1.43 | -- | 1760 | 21 | -- |
| Average: | -- | -- | 6.40 | 6.80 | -- | -- | -- | 2,660 | -- | 125 | 21.0 | 12.00 | -- | 72.97 | -- | 1.43 | -- | 1,760.0 | 21.0 | -- |
| Range: | -- | -- | 0 | 0 | -- | -- | -- | 0 | -- | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- |
| Median: | -- | -- | 6.4 | 6.8 | -- | -- | -- | 2660 | -- | 125 | 21 | 12 | -- | 72.97 | -- | 1.43 | -- | 1760 | 21 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of VFP1
- 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 - VFP1E |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-04-08 | -- | 13 | -- | 6.5 | -- | -- | -- | 3900 | -- | 220 | -34 | 41 | -- | 89.9 | -- | -- | -- | 2674 | 82 | -- |
| 2010-06-30 | -- | 20 | -- | 6.7 | -- | -- | 23 | 3900 | -- | 287 | -26 | 20 | -- | 87.4 | -- | -- | -- | 2481 | 27 | -- |
| 2011-01-05 | -- | 23 | -- | 7.3 | -- | -- | 6 | 3900 | -- | 274 | -66 | 22.3 | -- | 142 | -- | -- | -- | 2341 | 38 | -- |
| 2011-04-29 | -- | 84 | -- | 6.6 | -- | -- | 14 | 3200 | -- | 180 | -39 | 6.1 | -- | 97.2 | -- | 0.51 | -- | 2268 | 22 | -- |
| 2011-06-28 | -- | 12 | -- | 6.7 | -- | -- | -- | 3100 | -- | 265 | -115 | 21.7 | -- | 90.4 | -- | <0.2 | -- | 2059 | 40 | -- |
| 2011-09-14 | -- | 14 | -- | 7 | -- | -- | 19 | 3000 | -- | 262 | -195 | 9.8 | -- | 73.1 | -- | <0.2 | -- | 2027 | 20 | -- |
| 2011-11-05 | -- | 33 | -- | 6.8 | -- | -- | 8 | 2800 | -- | 142 | -29 | 22.4 | -- | 85.9 | -- | <0.2 | -- | 2173 | 48 | -- |
| 2012-02-23 | -- | 22 | -- | 6.8 | -- | -- | 4 | 2200 | -- | 160 | -25 | 17.8 | -- | 88.4 | -- | <0.2 | -- | 1694 | 22 | -- |
| 2012-06-30 | -- | 13 | -- | 7 | -- | -- | -- | 2600 | -- | 172 | -9 | 39.9 | -- | 85.7 | -- | 0.66 | -- | 2147 | 46 | -- |
| 2012-09-01 | -- | 3 | -- | 6.3 | -- | -- | 23 | 2800 | -- | 183 | -183 | 47.9 | -- | 80.6 | -- | 0.4 | -- | 2221 | 48 | -- |
| 2012-11-30 | -- | 2 | -- | 6.4 | -- | -- | 10 | 3200 | -- | 282 | -150 | 40.2 | -- | 67.9 | -- | 0.22 | -- | 2602 | 34 | -- |
| 2013-03-23 | -- | -- | -- | 6.3 | -- | -- | -- | 3300 | -- | 113 | 10 | 25.8 | -- | 72.4 | -- | 0.25 | -- | 2045 | 26 | -- |
| 2013-06-27 | -- | 10 | -- | 6.3 | -- | -- | 21.5 | 2900 | -- | 129 | 8 | 30.4 | -- | 72.6 | -- | <0.2 | -- | 2075 | 74 | -- |
| 2013-09-11 | -- | 25 | -- | 6.5 | -- | -- | 21 | 2800 | -- | 118 | 2 | 44.1 | -- | 78.1 | -- | 0.53 | -- | 2347 | 84 | -- |
| 2013-12-19 | -- | 5 | -- | 6.5 | -- | -- | 12.7 | 3000 | -- | 170 | -61 | 42.1 | -- | 70 | -- | 0.53 | -- | 2784 | 56 | -- |
| 2014-03-19 | -- | 23 | -- | 6.5 | -- | -- | 6.1 | 2400 | -- | 207 | -78 | 44.8 | -- | 58.7 | -- | 1.14 | -- | 1935 | 44 | -- |
| 2014-06-17 | -- | 45 | -- | 6.6 | -- | -- | 10.3 | 2800 | -- | 76 | 36 | 36.3 | -- | 74.7 | -- | 0.97 | -- | 1998 | 22 | -- |
| 2014-09-09 | -- | 15 | -- | 6.8 | -- | -- | 16.9 | 2800 | -- | 190 | -24 | 38.2 | -- | 77.2 | -- | 1.01 | -- | 2198 | 70 | -- |
| 2014-12-11 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-12 | -- | -- | 5.6 | 6.5 | -- | -- | 18 | 3120 | 135 | 165 | 35 | 24.49 | -- | 107.76 | -- | 2.28 | -- | 2158 | 12 | -- |
| Minimum: | -- | 0 | 5.6 | 6.3 | -- | -- | 4 | 2200 | 135 | 76 | -195 | 6.1 | -- | 58.7 | -- | 0.22 | -- | 1694 | 12 | -- |
| Maximum: | -- | 84 | 5.6 | 7.3 | -- | -- | 23 | 3900 | 135 | 287 | 36 | 47.9 | -- | 142 | -- | 2.28 | -- | 2784 | 84 | -- |
| Average: | -- | 20 | 5.60 | 6.64 | -- | -- | 14.2 | 3,038 | 135.00 | 189 | -49.6 | 30.28 | -- | 84.21 | -- | 0.77 | -- | 2,222.5 | 42.9 | -- |
| Range: | -- | 84 | 0 | 1 | -- | -- | 19 | 1700 | 0 | 211 | 231 | 41.8 | -- | 83.3 | -- | 2.06 | -- | 1090 | 72 | -- |
| Median: | -- | 14.5 | 5.6 | 6.6 | -- | -- | 14 | 3000 | 135 | 180 | -29 | 30.4 | -- | 80.6 | -- | 0.53 | -- | 2173 | 40 | -- |
| Loading (lb/day): | -- | 45.64 | -9.23 | 6.42 | -- | 22.36 | -- | 0.21 | -- |
Sample Point Description: Effluent of Vertical Flow Pond 1 East (right) 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 - VFP1W |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-04-08 | -- | 17 | 6.75 | 6.5 | -- | -- | -- | 3900 | -- | 227 | -43 | 39.3 | -- | 83.6 | -- | -- | -- | 2739 | 48 | -- |
| 2010-06-30 | -- | 15 | 6.08 | 6.7 | -- | -- | 23 | 3800 | -- | 268 | -32 | 16.3 | -- | 86.5 | -- | -- | -- | 2643 | 17 | -- |
| 2011-01-05 | -- | 24 | 7 | 7 | -- | -- | 6 | 3800 | -- | 274 | -75 | 20.6 | -- | 135 | -- | -- | -- | 2180 | 39 | -- |
| 2011-04-29 | -- | 66 | 6.1 | 6.4 | -- | -- | 14 | 3200 | -- | 165 | -13 | 6.28 | -- | 98.6 | -- | 0.5 | -- | 2205 | 26 | -- |
| 2011-06-28 | -- | 9 | -- | 6.6 | -- | -- | -- | 3100 | -- | 244 | -67 | 26.7 | -- | 101 | -- | <0.2 | -- | 1958 | 44 | -- |
| 2011-09-14 | -- | 11 | -- | 7 | -- | -- | 19 | 2800 | -- | 212 | -134 | 15.1 | -- | 67.8 | -- | <0.2 | -- | 1882 | 28 | -- |
| 2011-11-05 | -- | 29 | -- | 6.7 | -- | -- | 8 | 2800 | -- | 131 | -18 | 24.2 | -- | 88.3 | -- | <0.2 | -- | 2141 | 46 | -- |
| 2012-02-23 | -- | 18 | -- | 6.8 | -- | -- | 4 | 2300 | -- | 144 | -27 | 18.5 | -- | 88.1 | -- | <0.2 | -- | 1709 | 20 | -- |
| 2012-09-01 | -- | 3 | -- | 6.7 | -- | -- | 23 | 2800 | -- | 185 | -49 | 51.3 | -- | 83.8 | -- | 0.39 | -- | 2352 | 44 | -- |
| 2012-11-30 | -- | 2 | -- | 6.3 | -- | -- | 10 | 3200 | -- | 258 | -145 | 44.7 | -- | 67.2 | -- | <0.2 | -- | 2725 | 42 | -- |
| 2013-03-23 | -- | -- | -- | 6.4 | -- | -- | -- | 3500 | -- | 128 | 0 | 27 | -- | 75.8 | -- | 0.35 | -- | 2048 | 20 | -- |
| 2013-06-27 | -- | 10 | -- | 6.3 | -- | -- | 20.8 | 2900 | -- | 136 | 3 | 32.4 | -- | 73.4 | -- | <0.2 | -- | 2021 | 72 | -- |
| 2013-06-30 | -- | 15 | -- | 7.1 | -- | -- | -- | 2600 | -- | 154 | 8 | 41.9 | -- | 84.4 | -- | 0.44 | -- | 2120 | 56 | -- |
| 2013-09-11 | -- | 15 | -- | 6.3 | -- | -- | 21.6 | 2800 | -- | 104 | 15 | 47.2 | -- | 81.7 | -- | 0.32 | -- | 2093 | 92 | -- |
| 2013-12-19 | -- | 7 | -- | 6.5 | -- | -- | 12.2 | 2800 | -- | 175 | -57 | 42.8 | -- | 71.9 | -- | 0.57 | -- | 2632 | 56 | -- |
| 2014-03-19 | -- | 36 | -- | 6.5 | -- | -- | 6.3 | 2400 | -- | 133 | 2 | 32.3 | -- | 57.7 | -- | 0.88 | -- | 1969 | 24 | -- |
| 2014-06-17 | -- | 30 | -- | 6.7 | -- | -- | 10.5 | 2800 | -- | 96 | 17 | 34 | -- | 73.5 | -- | 0.8 | -- | 1979 | 24 | -- |
| 2014-09-09 | -- | 20 | -- | 6.8 | -- | -- | 16.7 | 3000 | -- | 185 | -28 | 34.9 | -- | 71.9 | -- | 0.84 | -- | 2261 | 72 | -- |
| 2014-12-11 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-12 | -- | -- | 5.4 | 6.3 | -- | -- | 18 | 3160 | -- | 161 | 54 | 24.39 | -- | 107.29 | -- | 1.91 | -- | 2158 | 9 | -- |
| Minimum: | -- | 0 | 5.4 | 6.3 | -- | -- | 4 | 2300 | -- | 96 | -145 | 6.28 | -- | 57.7 | -- | 0.32 | -- | 1709 | 9 | -- |
| Maximum: | -- | 66 | 7 | 7.1 | -- | -- | 23 | 3900 | -- | 274 | 54 | 51.3 | -- | 135 | -- | 1.91 | -- | 2739 | 92 | -- |
| Average: | -- | 18 | 6.27 | 6.61 | -- | -- | 14.2 | 3,035 | -- | 178 | -31.0 | 30.52 | -- | 84.08 | -- | 0.70 | -- | 2,200.8 | 41.0 | -- |
| Range: | -- | 66 | 1.6 | 0.8 | -- | -- | 19 | 1600 | -- | 178 | 199 | 45.02 | -- | 77.3 | -- | 1.59 | -- | 1030 | 83 | -- |
| Median: | -- | 15 | 6.1 | 6.6 | -- | -- | 14 | 2900 | -- | 165 | -27 | 32.3 | -- | 83.6 | -- | 0.54 | -- | 2141 | 42 | -- |
| Loading (lb/day): | -- | 39 | -5.23 | 5.9 | -- | 19.87 | -- | 0.18 | -- |
Sample Point Description: Vertical Flow Pond 1 West (Left) 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.
Sample Point - Wetland 1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2018-05-24 | -- | -- | 6.9 | 7.2 | -- | -- | -- | 2360 | -- | 84 | 14 | 1.38 | -- | 47.23 | -- | 0.55 | -- | 1572 | 2 | -- |
| Minimum: | -- | -- | 6.9 | 7.2 | -- | -- | -- | 2360 | -- | 84 | 14 | 1.38 | -- | 47.23 | -- | 0.55 | -- | 1572 | 2 | -- |
| Maximum: | -- | -- | 6.9 | 7.2 | -- | -- | -- | 2360 | -- | 84 | 14 | 1.38 | -- | 47.23 | -- | 0.55 | -- | 1572 | 2 | -- |
| Average: | -- | -- | 6.90 | 7.20 | -- | -- | -- | 2,360 | -- | 84 | 14.0 | 1.38 | -- | 47.23 | -- | 0.55 | -- | 1,572.0 | 2.0 | -- |
| Range: | -- | -- | 0 | 0 | -- | -- | -- | 0 | -- | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- |
| Median: | -- | -- | 6.9 | 7.2 | -- | -- | -- | 2360 | -- | 84 | 14 | 1.38 | -- | 47.23 | -- | 0.55 | -- | 1572 | 2 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Wetland 1; Influent to 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 - VFP2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-04-08 | -- | 62 | 7.5 | 7.1 | -- | -- | -- | 2700 | -- | 256 | -41 | 1.3 | -- | 41.5 | -- | -- | -- | 1574 | 3 | -- |
| 2010-06-30 | -- | 40 | 7.1 | 7.1 | -- | -- | 25 | 3400 | -- | 357 | 15 | 0.1 | -- | 68.1 | -- | -- | -- | 2191 | 1 | -- |
| 2011-01-05 | -- | 33 | 7.7 | 7.7 | -- | -- | 6 | 3200 | -- | 237 | -81 | 0.2 | -- | 56.4 | -- | -- | -- | 1798 | <1 | -- |
| 2011-04-29 | -- | 160 | -- | 7.1 | -- | -- | -- | 2600 | -- | 192 | -163 | 0.5 | -- | 32.2 | -- | <0.2 | -- | 1584 | <2 | -- |
| 2011-06-28 | -- | 26 | -- | 6.9 | -- | -- | -- | 2600 | -- | 280 | -125 | <0.1 | -- | 50.8 | -- | <0.2 | -- | 1701 | 4 | -- |
| 2011-09-14 | -- | 48 | -- | 7.7 | -- | -- | 18 | 2800 | -- | 190 | -178 | <0.1 | -- | 25.3 | -- | <0.2 | -- | 942 | <2 | -- |
| 2011-11-05 | -- | 60 | -- | 7.4 | -- | -- | 9 | 2200 | -- | 166 | -84 | <0.1 | -- | 53 | -- | <0.2 | -- | 1595 | <2 | -- |
| 2012-02-23 | -- | 60 | -- | 7.4 | -- | -- | 3 | 2000 | -- | 183 | -117 | 0.33 | -- | 35.4 | -- | <0.2 | -- | 1300 | 12 | -- |
| 2012-06-30 | -- | 22.5 | -- | 7.1 | -- | -- | -- | 2400 | -- | 158 | -73 | 0.18 | -- | 41 | -- | <0.2 | -- | 1873 | 6 | -- |
| 2012-09-01 | -- | 5.25 | -- | 7.2 | -- | -- | 23 | 2400 | -- | 178 | -101 | <0.1 | -- | 33.1 | -- | 0.36 | -- | 1631 | 2 | -- |
| 2012-11-15 | -- | -- | -- | -- | -- | -- | -- | -- | -- | 133 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2012-11-30 | -- | 4 | -- | 7.3 | -- | -- | 9 | 2000 | -- | 193 | -179 | <0.1 | -- | 17.9 | -- | <0.2 | -- | 1249 | 2 | -- |
| 2013-03-23 | -- | -- | -- | 7.3 | -- | -- | -- | 2800 | -- | 159 | -95 | 0.31 | -- | 32.3 | -- | <0.2 | -- | 1523 | <2 | -- |
| 2013-06-27 | -- | 55 | -- | 6.9 | -- | -- | 23.5 | 2600 | -- | 130 | -57 | 0.1 | -- | 34.8 | -- | <0.2 | -- | 1763 | <2 | -- |
| 2013-09-11 | -- | 35 | -- | 7.2 | -- | -- | 19.8 | 2600 | -- | 132 | -21 | <0.1 | -- | 49.4 | -- | <0.2 | -- | 1924 | 2 | -- |
| 2013-12-19 | -- | 25 | -- | 7.3 | -- | -- | 12.7 | 2000 | -- | 164 | -85 | <0.1 | -- | 35.4 | -- | <0.2 | -- | 1547 | <2 | -- |
| 2014-03-19 | -- | 55 | -- | 7.6 | -- | -- | 5.4 | 2000 | -- | 178 | -120 | 0.29 | -- | 31.8 | -- | <0.2 | -- | 1398 | <2 | -- |
| 2014-06-17 | -- | 70 | -- | 7.8 | -- | -- | 10.6 | 2400 | -- | 115 | -64 | 0.13 | -- | 32.5 | -- | <0.2 | -- | 1509 | <2 | -- |
| 2014-09-09 | -- | 30 | -- | 7.7 | -- | -- | 16.8 | 2600 | -- | 154 | -69 | <0.1 | -- | 45.6 | -- | <0.2 | -- | 1852 | <2 | -- |
| 2014-12-11 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-12 | -- | -- | 6.3 | 7.1 | -- | -- | 19 | 2930 | -- | 149 | -62 | 0.56 | -- | 47.09 | -- | 0.07 | -- | 1956 | <5 | -- |
| 2018-05-24 | -- | -- | 6.9 | 7.6 | -- | -- | -- | 2160 | -- | 118 | -93 | 0.18 | -- | 12.97 | -- | <0.05 | -- | 1308 | 4 | -- |
| Minimum: | -- | 0 | 6.3 | 6.9 | -- | -- | 3 | 2000 | -- | 115 | -179 | 0.1 | -- | 12.97 | -- | 0.07 | -- | 942 | 1 | -- |
| Maximum: | -- | 160 | 7.7 | 7.8 | -- | -- | 25 | 3400 | -- | 357 | 15 | 1.3 | -- | 68.1 | -- | 0.36 | -- | 2191 | 12 | -- |
| Average: | -- | 44 | 7.10 | 7.33 | -- | -- | 14.3 | 2,520 | -- | 182 | -89.7 | 0.35 | -- | 38.83 | -- | 0.22 | -- | 1,610.9 | 4.0 | -- |
| Range: | -- | 160 | 1.4 | 0.9 | -- | -- | 22 | 1400 | -- | 242 | 194 | 1.2 | -- | 55.13 | -- | 0.29 | -- | 1249 | 11 | -- |
| Median: | -- | 37.5 | 7.1 | 7.3 | -- | -- | 14.75 | 2600 | -- | 166 | -84.5 | 0.25 | -- | 35.4 | -- | 0.22 | -- | 1589.5 | 3 | -- |
| Loading (lb/day): | -- | 105.79 | -54.15 | 0.3 | -- | 22.09 | -- | 0.02 | -- |
Sample Point Description: Effluent of Vertical Flow Pond 2
- 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 - MN Bed In |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Effluent of Wetland 3 into the Manganese Bed
- 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 - DER-1T |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Final Effluent of the Passive Treatment system and effluent of the Manganese Bed
- 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.