Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - SX3-D1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 3.05 | 3 | -- | -- | -- | 1280 | -- | 0 | 216 | 2.62 | -- | 2.25 | -- | 22.2 | -- | 556 | <5 | -- |
| 2010-04-26 | -- | -- | 3.49 | 3.1 | -- | -- | -- | 955 | -- | 0 | 125 | 1.98 | -- | 1.25 | -- | 11.8 | -- | 344 | <5 | -- |
| 2015-06-01 | -- | 120 | 3.08 | 3.1 | -- | -- | 13.1 | 1050 | -- | 0 | 146 | 2.98 | -- | 1.37 | -- | 12.7 | -- | 353 | <5 | -- |
| 2021-06-08 | -- | -- | 3.3 | 3.28 | -- | -- | -- | 751 | 0 | 0 | 128.1 | 2.1 | -- | 1.18 | -- | 10.8 | -- | 203 | <1.60 | -- |
| 2023-04-25 | Estimated | 270 | 3.23 | 3.2 | -- | -- | -- | 850 | -- | <0.10 | 293.72 | 1.86 | -- | 0.98 | -- | 12.23 | -- | 307.1 | <5 | -- |
| Minimum: | 0 | 120 | 3.05 | 3 | -- | -- | 13.1 | 751 | 0 | 0 | 125 | 1.86 | -- | 0.98 | -- | 10.8 | -- | 203 | -- | -- |
| Maximum: | 0 | 270 | 3.49 | 3.28 | -- | -- | 13.1 | 1280 | 0 | 0 | 293.72 | 2.98 | -- | 2.25 | -- | 22.2 | -- | 556 | -- | -- |
| Average: | 0 | 195 | 3.23 | 3.14 | -- | -- | 13.1 | 977 | 0 | 0 | 181.8 | 2.31 | -- | 1.41 | -- | 13.95 | -- | 352.6 | -- | -- |
| Range: | 0 | 150 | 0.44 | 0.28 | -- | -- | 0 | 529 | 0 | 0 | 168.72 | 1.12 | -- | 1.27 | -- | 11.4 | -- | 353 | -- | -- |
| Median: | 0 | 195 | 3.23 | 3.1 | -- | -- | 13.1 | 955 | 0 | 0 | 146 | 2.1 | -- | 1.25 | -- | 12.23 | -- | 344 | -- | -- |
| Loading (lb/day): | -- | -- | 581.91 | 5.17 | -- | 2.58 | -- | 29 | -- |
Sample Point Description: Abandoned Mine Discharge SX3-D1; Labeled A1A on schematic
- 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 - SX3-D1A1B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 3.04 | 3.1 | -- | -- | -- | 1250 | -- | 0 | 211 | 2.26 | -- | 2.21 | -- | 21.7 | -- | 553 | <5 | -- |
| 2010-04-26 | -- | -- | 3.59 | 3.1 | -- | -- | -- | 961 | -- | 0 | 126 | 3.82 | -- | 1.33 | -- | 12.1 | -- | 336 | <5 | -- |
| 2015-06-01 | -- | 120 | 3.08 | 3.1 | -- | -- | 12.1 | 1030 | -- | 0 | 137 | 3.24 | -- | 1.59 | -- | 14.58 | -- | 345 | <5 | -- |
| Minimum: | -- | 120 | 3.04 | 3.1 | -- | -- | 12.1 | 961 | -- | 0 | 126 | 2.26 | -- | 1.33 | -- | 12.1 | -- | 336 | -- | -- |
| Maximum: | -- | 120 | 3.59 | 3.1 | -- | -- | 12.1 | 1250 | -- | 0 | 211 | 3.82 | -- | 2.21 | -- | 21.7 | -- | 553 | -- | -- |
| Average: | -- | 120 | 3.24 | 3.10 | -- | -- | 12.1 | 1,080 | -- | 0 | 158.0 | 3.11 | -- | 1.71 | -- | 16.13 | -- | 411.3 | -- | -- |
| Range: | -- | 0 | 0.55 | 0 | -- | -- | 0 | 289 | -- | 0 | 85 | 1.56 | -- | 0.88 | -- | 9.6 | -- | 217 | -- | -- |
| Median: | -- | 120 | 3.08 | 3.1 | -- | -- | 12.1 | 1030 | -- | 0 | 137 | 3.24 | -- | 1.59 | -- | 14.58 | -- | 345 | -- | -- |
| Loading (lb/day): | -- | -- | 197.61 | 4.67 | -- | 2.29 | -- | 21.03 | -- |
Sample Point Description: Effluent of limestone channel which conveys the SX3-D1 discharge into Limestone Pond #1 on hand-drawn schematic or Limestone Pond #3 on OM&R Plan schematic
- 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 - SX3-D1A1C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | 15 | 2.48 | 3.5 | -- | -- | -- | 1070 | -- | 0 | 169 | 1.47 | -- | 2.06 | -- | 19.3 | -- | 550 | <5 | -- |
| 2010-04-26 | -- | -- | 3.68 | 3.2 | -- | -- | -- | 885 | -- | 0 | 112 | 3.28 | -- | 1.31 | -- | 12.4 | -- | 339 | 5 | -- |
| 2015-06-01 | -- | 120 | 3.81 | 3.7 | -- | -- | 14.3 | 778 | -- | 0 | 87 | 1.1 | -- | 1.24 | -- | 11.06 | -- | 383 | <5 | -- |
| Minimum: | -- | 15 | 2.48 | 3.2 | -- | -- | 14.3 | 778 | -- | 0 | 87 | 1.1 | -- | 1.24 | -- | 11.06 | -- | 339 | 5 | -- |
| Maximum: | -- | 120 | 3.81 | 3.7 | -- | -- | 14.3 | 1070 | -- | 0 | 169 | 3.28 | -- | 2.06 | -- | 19.3 | -- | 550 | 5 | -- |
| Average: | -- | 68 | 3.32 | 3.47 | -- | -- | 14.3 | 911 | -- | 0 | 122.7 | 1.95 | -- | 1.54 | -- | 14.25 | -- | 424.0 | 5.0 | -- |
| Range: | -- | 105 | 1.33 | 0.5 | -- | -- | 0 | 292 | -- | 0 | 82 | 2.18 | -- | 0.82 | -- | 8.24 | -- | 211 | 0 | -- |
| Median: | -- | 67.5 | 3.68 | 3.5 | -- | -- | 14.3 | 885 | -- | 0 | 112 | 1.47 | -- | 1.31 | -- | 12.4 | -- | 383 | 5 | -- |
| Loading (lb/day): | -- | -- | 77.98 | 0.93 | -- | 1.08 | -- | 9.72 | -- |
Sample Point Description: Effluent of Limestone Pond #1 on hand drawn schematic or Limestone Pond #3 on OM&R Plan
- 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 - SX3-DA1D |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 3.53 | 3.5 | -- | -- | -- | 1070 | -- | 0 | 158 | 1.54 | -- | 2.17 | -- | 20.6 | -- | 550 | <5 | -- |
| 2010-04-26 | -- | -- | 3.61 | 3.2 | -- | -- | -- | 867 | -- | 0 | 111 | 3.19 | -- | 1.28 | -- | 12 | -- | 342 | <5 | -- |
| 2015-06-01 | -- | -- | 3.81 | 3.8 | -- | -- | 13.6 | 773 | -- | 0 | 91 | 1.22 | -- | 1.34 | -- | 11.92 | -- | 382 | 5 | -- |
| Minimum: | -- | -- | 3.53 | 3.2 | -- | -- | 13.6 | 773 | -- | 0 | 91 | 1.22 | -- | 1.28 | -- | 11.92 | -- | 342 | 5 | -- |
| Maximum: | -- | -- | 3.81 | 3.8 | -- | -- | 13.6 | 1070 | -- | 0 | 158 | 3.19 | -- | 2.17 | -- | 20.6 | -- | 550 | 5 | -- |
| Average: | -- | -- | 3.65 | 3.50 | -- | -- | 13.6 | 903 | -- | 0 | 120.0 | 1.98 | -- | 1.60 | -- | 14.84 | -- | 424.7 | 5.0 | -- |
| Range: | -- | -- | 0.28 | 0.6 | -- | -- | 0 | 297 | -- | 0 | 67 | 1.97 | -- | 0.89 | -- | 8.68 | -- | 208 | 0 | -- |
| Median: | -- | -- | 3.61 | 3.5 | -- | -- | 13.6 | 867 | -- | 0 | 111 | 1.54 | -- | 1.34 | -- | 12 | -- | 382 | 5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Settling Pond #2 from the the A1 treatment train which flows into Limestone Pond #2 on hand-drawn schematic or Limestone Pond 4 on OM&R Plan Schematic
- 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 - SX3-D1A1E |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | 60 | 5.8 | 5.6 | -- | -- | -- | 1020 | -- | 25 | 16 | 0.17 | -- | 0.9 | -- | 7.78 | -- | 541 | 23 | -- |
| 2010-04-26 | -- | -- | 4.05 | 3.9 | -- | -- | -- | 405 | -- | 0 | 42 | 0.14 | -- | 0.55 | -- | 3.95 | -- | 149 | <5 | -- |
| 2015-06-01 | -- | -- | 5 | 5 | -- | -- | 17.3 | 680 | -- | 7 | 21 | 0.23 | -- | 0.79 | -- | 6.52 | -- | 333 | 13 | -- |
| Minimum: | -- | 60 | 4.05 | 3.9 | -- | -- | 17.3 | 405 | -- | 0 | 16 | 0.14 | -- | 0.55 | -- | 3.95 | -- | 149 | 13 | -- |
| Maximum: | -- | 60 | 5.8 | 5.6 | -- | -- | 17.3 | 1020 | -- | 25 | 42 | 0.23 | -- | 0.9 | -- | 7.78 | -- | 541 | 23 | -- |
| Average: | -- | 60 | 4.95 | 4.83 | -- | -- | 17.3 | 702 | -- | 11 | 26.3 | 0.18 | -- | 0.75 | -- | 6.08 | -- | 341.0 | 18.0 | -- |
| Range: | -- | 0 | 1.75 | 1.7 | -- | -- | 0 | 615 | -- | 25 | 26 | 0.09 | -- | 0.35 | -- | 3.83 | -- | 392 | 10 | -- |
| Median: | -- | 60 | 5 | 5 | -- | -- | 17.3 | 680 | -- | 7 | 21 | 0.17 | -- | 0.79 | -- | 6.52 | -- | 333 | 18 | -- |
| Loading (lb/day): | -- | 18.03 | 11.54 | 0.12 | -- | 0.65 | -- | 5.61 | -- |
Sample Point Description: Effluent of Limestone Pond #2 on hand-drawn schematic or Limestone Pond #4 on OM&R Plan schematic
- 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 - SX3-D2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 3.09 | 3 | -- | -- | -- | 1280 | -- | 0 | 206 | 2.59 | -- | 2.15 | -- | 21.4 | -- | 561 | <5 | -- |
| 2010-04-26 | -- | -- | 3.65 | 3.2 | -- | -- | -- | 943 | -- | 0 | 111 | 1.96 | -- | 1.23 | -- | 11.2 | -- | 346 | <5 | -- |
| 2015-06-01 | -- | -- | 3.68 | 3.7 | -- | -- | 14.1 | 782 | -- | 0 | 83 | 1.36 | -- | 1.37 | -- | 12.07 | -- | 374 | <5 | -- |
| 2021-06-08 | -- | -- | 3.38 | 3.21 | -- | -- | -- | 777 | 0 | 0 | 121.5 | 1.32 | -- | 1.08 | -- | 9.84 | -- | 257 | <1.60 | -- |
| 2023-04-25 | Estimated | 270 | 3.38 | 3.2 | -- | -- | -- | 825 | -- | <0.10 | 292.16 | 0.99 | -- | 1.03 | -- | 11.3 | -- | 306 | <5 | -- |
| Minimum: | 0 | 270 | 3.09 | 3 | -- | -- | 14.1 | 777 | 0 | 0 | 83 | 0.99 | -- | 1.03 | -- | 9.84 | -- | 257 | -- | -- |
| Maximum: | 0 | 270 | 3.68 | 3.7 | -- | -- | 14.1 | 1280 | 0 | 0 | 292.16 | 2.59 | -- | 2.15 | -- | 21.4 | -- | 561 | -- | -- |
| Average: | 0 | 270 | 3.44 | 3.26 | -- | -- | 14.1 | 921 | 0 | 0 | 162.7 | 1.64 | -- | 1.37 | -- | 13.16 | -- | 368.8 | -- | -- |
| Range: | 0 | 0 | 0.59 | 0.7 | -- | -- | 0 | 503 | 0 | 0 | 209.16 | 1.6 | -- | 1.12 | -- | 11.56 | -- | 304 | -- | -- |
| Median: | 0 | 270 | 3.38 | 3.2 | -- | -- | 14.1 | 825 | 0 | 0 | 121.5 | 1.36 | -- | 1.23 | -- | 11.3 | -- | 346 | -- | -- |
| Loading (lb/day): | -- | -- | 948.18 | 3.21 | -- | 3.34 | -- | 36.67 | -- |
Sample Point Description: Abandoned Mine Discharge SX3-D2; Labeled A2A on schematic
- 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 - SX3-D2A2B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 3.35 | 3.3 | -- | -- | -- | 1120 | -- | 0 | 177 | 1.77 | -- | 2.12 | -- | 21 | -- | 559 | <5 | -- |
| 2010-04-26 | -- | -- | 3.8 | 3.3 | -- | -- | -- | 851 | -- | 0 | 98 | 2.57 | -- | 1.14 | -- | 10.3 | -- | 341 | 5 | -- |
| 2015-06-01 | -- | -- | 3.66 | 3.6 | -- | -- | 12.2 | 767 | -- | 0 | 86 | 1.04 | -- | 1.23 | -- | 10.73 | -- | 371 | <5 | -- |
| Minimum: | -- | -- | 3.35 | 3.3 | -- | -- | 12.2 | 767 | -- | 0 | 86 | 1.04 | -- | 1.14 | -- | 10.3 | -- | 341 | 5 | -- |
| Maximum: | -- | -- | 3.8 | 3.6 | -- | -- | 12.2 | 1120 | -- | 0 | 177 | 2.57 | -- | 2.12 | -- | 21 | -- | 559 | 5 | -- |
| Average: | -- | -- | 3.60 | 3.40 | -- | -- | 12.2 | 913 | -- | 0 | 120.3 | 1.79 | -- | 1.50 | -- | 14.01 | -- | 423.7 | 5.0 | -- |
| Range: | -- | -- | 0.45 | 0.3 | -- | -- | 0 | 353 | -- | 0 | 91 | 1.53 | -- | 0.98 | -- | 10.7 | -- | 218 | 0 | -- |
| Median: | -- | -- | 3.66 | 3.3 | -- | -- | 12.2 | 851 | -- | 0 | 98 | 1.77 | -- | 1.23 | -- | 10.73 | -- | 371 | 5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of Automatic flushing Limestone Pond 3 on hand-drawn schematic or Limestone Pond 1 on OM&R Plan schematic
- 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 - SX3-D2A2C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | -- | 4.26 | 4.4 | -- | -- | -- | 1010 | -- | 8 | 88 | 0.75 | -- | 1.23 | -- | 12.5 | -- | 566 | <5 | -- |
| 2010-04-26 | -- | -- | 4.04 | 3.8 | -- | -- | -- | 730 | -- | 0 | 70 | 1.09 | -- | 1.08 | -- | 9.51 | -- | 333 | <5 | -- |
| 2015-06-01 | -- | 30 | 7.2 | 4.4 | -- | -- | 19.2 | 711 | -- | 5 | 63 | 0.36 | -- | 1.08 | -- | 8.94 | -- | 373 | 5 | -- |
| Minimum: | -- | 30 | 4.04 | 3.8 | -- | -- | 19.2 | 711 | -- | 0 | 63 | 0.36 | -- | 1.08 | -- | 8.94 | -- | 333 | 5 | -- |
| Maximum: | -- | 30 | 7.2 | 4.4 | -- | -- | 19.2 | 1010 | -- | 8 | 88 | 1.09 | -- | 1.23 | -- | 12.5 | -- | 566 | 5 | -- |
| Average: | -- | 30 | 5.17 | 4.20 | -- | -- | 19.2 | 817 | -- | 4 | 73.7 | 0.73 | -- | 1.13 | -- | 10.32 | -- | 424.0 | 5.0 | -- |
| Range: | -- | 0 | 3.16 | 0.6 | -- | -- | 0 | 299 | -- | 8 | 25 | 0.73 | -- | 0.15 | -- | 3.56 | -- | 233 | 0 | -- |
| Median: | -- | 30 | 4.26 | 4.4 | -- | -- | 19.2 | 730 | -- | 5 | 70 | 0.75 | -- | 1.08 | -- | 9.51 | -- | 373 | 5 | -- |
| Loading (lb/day): | -- | 1.8 | 22.72 | 0.13 | -- | 0.39 | -- | 3.22 | -- |
Sample Point Description: Effluent of Automatic Flushing Limestone Pond #4 on hand-drawn schematic or Limestone Pond #2 of OM&R Plan schematic
- 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 - SX3-D1,D2,D3F |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-23 | -- | 75 | 5.15 | 5.3 | -- | -- | -- | 997 | -- | 11 | 30 | 0.16 | -- | 1.02 | -- | 2.25 | -- | 539 | 6 | -- |
| 2010-04-26 | -- | 400 | 4.73 | 4.7 | -- | -- | -- | 612 | -- | 6 | 40 | 0.68 | -- | 0.84 | -- | 6.54 | -- | 300 | 10 | -- |
| 2015-06-01 | -- | 180 | 6.48 | 6.8 | -- | -- | 19.4 | 731 | -- | 26 | -8 | 0.07 | -- | 0.55 | -- | 0.99 | -- | 347 | <5 | -- |
| 2021-06-08 | Bucket | 367.1 | 4.05 | 4.27 | -- | -- | -- | 532 | 0 | 0 | 69.03 | 0.597 | -- | 0.864 | -- | 7.91 | -- | 244 | <1.60 | -- |
| 2023-04-25 | Measured | 270 | 5.85 | 6.78 | -- | -- | -- | 571 | -- | 17.2 | 25.08 | 0.12 | -- | 0.53 | -- | 3.19 | -- | 269.9 | 9 | -- |
| Minimum: | 0 | 75 | 4.05 | 4.27 | -- | -- | 19.4 | 532 | 0 | 0 | -8 | 0.07 | -- | 0.53 | -- | 0.99 | -- | 244 | 6 | -- |
| Maximum: | 0 | 400 | 6.48 | 6.8 | -- | -- | 19.4 | 997 | 0 | 26 | 69.03 | 0.68 | -- | 1.02 | -- | 7.91 | -- | 539 | 10 | -- |
| Average: | 0 | 258 | 5.25 | 5.57 | -- | -- | 19.4 | 689 | 0 | 12 | 31.2 | 0.33 | -- | 0.76 | -- | 4.18 | -- | 340.0 | 8.3 | -- |
| Range: | 0 | 325 | 2.43 | 2.53 | -- | -- | 0 | 465 | 0 | 26 | 77.03 | 0.61 | -- | 0.49 | -- | 6.92 | -- | 295 | 4 | -- |
| Median: | 0 | 270 | 5.15 | 5.3 | -- | -- | 19.4 | 612 | 0 | 11 | 30 | 0.16 | -- | 0.84 | -- | 3.19 | -- | 300 | 9 | -- |
| Loading (lb/day): | -- | 37.71 | 117.61 | 1.32 | -- | 2.34 | -- | 16.17 | -- |
Sample Point Description: Effluent of Settling Pond #3 and Final Effluent of the Finelyville Shreves Run passive 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 - SX3-D3 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
There is no water data for this sample point