Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - JB2 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Abandoned mine discharge taken at concrete inlet prior to entering forebay/sloped limestone 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 - TIF |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2022-02-01 | assumed | 75 | 5.3 | 5.54 | -- | -- | -- | 1456 | 49 | 45.53 | 63.11 | -- | -- | -- | -- | -- | -- | -- | <5 | -- |
| 2023-03-09 | Measured | 60 | 5.82 | 5.46 | 81 | -- | 10.3 | 1436 | 63 | 7.8 | 90.32 | 54.19 | -- | 4 | -- | 0.53 | -- | 820.9 | 7 | -- |
| Minimum: | 0 | 60 | 5.3 | 5.46 | 81 | -- | 10.3 | 1436 | 49 | 7.8 | 63.11 | 54.19 | -- | 4 | -- | 0.53 | -- | 820.9 | 7 | -- |
| Maximum: | 0 | 75 | 5.82 | 5.54 | 81 | -- | 10.3 | 1456 | 63 | 45.53 | 90.32 | 54.19 | -- | 4 | -- | 0.53 | -- | 820.9 | 7 | -- |
| Average: | 0 | 68 | 5.56 | 5.50 | 81 | -- | 10.3 | 1,446 | 56.00 | 27 | 76.7 | 54.19 | -- | 4.00 | -- | 0.53 | -- | 820.9 | 7.0 | -- |
| Range: | 0 | 15 | 0.52 | 0.08 | 0 | -- | 0 | 20 | 14 | 37.73 | 27.21 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- |
| Median: | 0 | 67.5 | 5.56 | 5.5 | 81 | -- | 10.3 | 1446 | 56 | 26.67 | 76.72 | 54.19 | -- | 4 | -- | 0.53 | -- | 820.9 | 7 | -- |
| Loading (lb/day): | 44.8 | 23.34 | 61.02 | 39.08 | -- | 2.88 | -- | 0.38 | -- |
Sample Point Description:
Terraced Iron Formation channel installed 2021 between JB2 and SLB to replace Forebay outlet 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 - Forebay |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2005-05-25 | -- | -- | -- | 3.7 | -- | -- | -- | -- | -- | 0 | 685.8 | 256 | -- | 5.42 | -- | 34.8 | -- | 1474.8 | 18 | 255.63 |
| 2005-06-14 | -- | -- | -- | 3 | -- | -- | -- | 2470 | -- | 0 | 737.2 | -- | 253 | -- | 5.82 | -- | 37.8 | 1055.6 | 72 | 250.8 |
| 2005-07-07 | -- | -- | -- | 3.7 | -- | -- | -- | 2310 | -- | 0 | 736 | -- | 240 | -- | 6.088 | -- | 35.3 | 1456.4 | 12 | -- |
| 2005-07-27 | -- | -- | -- | 3.3 | -- | -- | -- | 2390 | -- | 0 | 708.2 | -- | 267 | -- | 5.399 | -- | 37.8 | 1811.8 | 48 | 252.54 |
| 2005-08-11 | -- | -- | -- | 3.4 | -- | -- | -- | 2400 | -- | 0 | 677.4 | -- | 255 | -- | 5.76 | -- | 39.8 | 1319.9 | 8 | 129.36 |
| 2005-09-08 | -- | -- | -- | 3.7 | -- | -- | -- | 2380 | -- | 0 | 748.6 | -- | 293 | -- | 5.48 | -- | 42.5 | 1510.9 | 4 | 269.97 |
| 2005-09-19 | -- | -- | -- | 3.4 | -- | -- | -- | 2490 | -- | 0 | 746 | -- | 287 | -- | 5.37 | -- | 43 | 1742.3 | 38 | 288.72 |
| 2005-10-13 | -- | -- | -- | 3.8 | -- | -- | -- | 2480 | -- | 0 | 758.8 | -- | 293 | -- | 5.739 | -- | 46.1 | 1620.2 | 12 | -- |
| 2005-10-26 | -- | -- | -- | 3.8 | -- | -- | -- | 2490 | -- | 0 | 814 | -- | 272 | -- | 5.836 | -- | 48.8 | 1705.1 | 6 | 293.25 |
| 2006-02-01 | -- | 120 | -- | 3.4 | -- | -- | -- | 2260 | -- | 0 | 623.4 | -- | 225 | -- | 5.29 | -- | 32.4 | 1433.6 | 52 | 226.99 |
| 2007-04-02 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 224.4 | 67.5 | -- | 3.692 | -- | 122.2 | -- | 892 | 30 | 70.08 |
| 2007-05-18 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 365.8 | 87.1 | -- | 4.322 | -- | 12.5 | -- | 1026.5 | 2 | 92.58 |
| 2007-06-08 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 338.2 | 135 | -- | 4.991 | -- | 17.3 | -- | 1167.4 | 8 | 131.46 |
| 2007-08-24 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 413.4 | 161 | -- | 4.753 | -- | 20.2 | -- | 1184.3 | 2 | 154.21 |
| 2007-11-05 | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | 0 | 427.2 | 182 | -- | 4.5 | -- | 23 | -- | 1116.7 | -- | 6.76 |
| 2008-01-08 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 379.6 | 140 | -- | 4.392 | -- | 18.8 | -- | 921.6 | 2 | 136.02 |
| 2008-03-11 | -- | -- | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 236.2 | 70.9 | -- | 4.172 | -- | 11.1 | -- | 886.6 | 4 | 76.88 |
| 2008-04-07 | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 0 | 183.8 | 66.4 | -- | 4.15 | -- | 9.18 | -- | 922 | 12 | 65.12 |
| 2008-08-20 | -- | -- | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 313.4 | 119 | -- | 4.818 | -- | 12.9 | -- | 1053.4 | 8 | 115.62 |
| 2008-09-24 | -- | -- | -- | 4.4 | -- | -- | -- | -- | -- | 0 | 318.2 | 117 | -- | 4.56 | -- | 13.9 | -- | 1077.2 | 5 | 128.17 |
| 2008-10-29 | -- | -- | -- | 4.1 | -- | -- | -- | -- | -- | 0 | 342.2 | 142.5 | -- | 3.97 | -- | 15.5 | -- | 1077.8 | 5 | 133.69 |
| 2009-01-27 | -- | -- | -- | 3.8 | -- | -- | -- | -- | -- | 0 | 318.2 | 124.5 | -- | 4.617 | -- | 17.2 | -- | 976.1 | 14 | 110.59 |
| 2009-04-02 | -- | -- | -- | 4.3 | -- | -- | -- | -- | -- | 0 | 284.2 | 111 | -- | 4.18 | -- | 14.1 | -- | 856.2 | 6 | 112.07 |
| 2009-07-01 | -- | -- | -- | 3 | -- | -- | -- | -- | -- | 0 | 229.8 | 46.9 | -- | 4.13 | -- | 11.4 | -- | 827.4 | 8 | 3.81 |
| 2009-09-24 | -- | 90 | 3.74 | 3.16 | 404 | 4.50 | 16.4 | 1892 | 0 | 0 | 248.24 | 96.03 | -- | 3.54 | -- | 12.48 | -- | 946.8 | 35 | -- |
| 2009-10-13 | -- | -- | -- | 4.4 | -- | -- | -- | -- | -- | 0 | 284.6 | 115 | -- | 3.62 | -- | 13.6 | -- | 897.8 | 5 | 105.86 |
| 2010-01-19 | -- | -- | -- | 4.4 | -- | -- | -- | -- | -- | 0 | 306.2 | 119 | -- | 3.68 | -- | 11.6 | -- | 900.9 | 5 | 116.89 |
| 2010-04-19 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 70 | -- | 3.79 | -- | 10.5 | -- | -- | 5 | -- |
| 2010-07-01 | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0 | 376.2 | 71.7 | -- | 3.977 | -- | 9.9 | -- | 932.9 | 8 | 71.54 |
| 2010-11-08 | -- | -- | -- | 4.3 | -- | -- | -- | -- | -- | 0 | 257.6 | 105.5 | -- | 3.64 | -- | 11.8 | -- | 844.4 | 5 | 86.16 |
| 2012-03-08 | -- | -- | -- | 3.6 | -- | -- | -- | -- | -- | 0 | 217.2 | 79.6 | -- | 3.826 | -- | 9.95 | -- | 947 | 12 | 84.87 |
| Minimum: | -- | 90 | 3.74 | 2.9 | 404 | 4.50 | 16.4 | 1892 | 0 | 0.00 | 183.8 | 46.9 | 225 | 3.54 | 5.29 | 9.18 | 32.4 | 827.4 | 2 | 3.81 |
| Maximum: | -- | 120 | 3.74 | 4.5 | 404 | 4.50 | 16.4 | 2490 | 0 | 0.00 | 814 | 256 | 293 | 5.42 | 6.088 | 122.2 | 48.8 | 1811.8 | 72 | 293.25 |
| Average: | -- | 105 | 3.74 | 3.85 | 404 | 4.50 | 16.4 | 2,356 | 0 | 0 | 443.3 | 112.89 | 265.00 | 4.22 | 5.64 | 19.72 | 40.39 | 1,152.9 | 15.0 | 139.62 |
| Range: | -- | 30 | 0 | 1.6 | 0 | 0 | 0 | 598 | 0 | 0 | 630.2 | 209.1 | 68 | 1.88 | 0.798 | 113.02 | 16.4 | 984.4 | 70 | 289.44 |
| Median: | -- | 105 | 3.74 | 3.95 | 404 | 4.5 | 16.4 | 2395 | 0 | 0 | 354 | 113 | 267 | 4.16 | 5.74 | 13.25 | 39.8 | 1054.5 | 8 | 116.89 |
| Loading (lb/day): | -- | -- | 583.87 | 103.89 | 324.54 | 3.83 | 7.63 | 13.5 | 46.73 |
Sample Point Description: Effluent of forebay near concrete blocks.
- 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 - SLB |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Effluent pipe of Sloped Limestone 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 - SB |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Sample Point Description: Effluent pipe of settling basin.
- 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 - Keys Road |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-05-20 | -- | -- | 6.6 | 7.28 | -- | -- | 15.9 | 767 | 113 | 98.27 | -85.89 | 18.65 | -- | 0.68 | -- | 1.68 | -- | 256.5 | 42 | -- |
| Minimum: | -- | -- | 6.6 | 7.28 | -- | -- | 15.9 | 767 | 113 | 98.27 | -85.89 | 18.65 | -- | 0.68 | -- | 1.68 | -- | 256.5 | 42 | -- |
| Maximum: | -- | -- | 6.6 | 7.28 | -- | -- | 15.9 | 767 | 113 | 98.27 | -85.89 | 18.65 | -- | 0.68 | -- | 1.68 | -- | 256.5 | 42 | -- |
| Average: | -- | -- | 6.60 | 7.28 | -- | -- | 15.9 | 767 | 113.00 | 98 | -85.9 | 18.65 | -- | 0.68 | -- | 1.68 | -- | 256.5 | 42.0 | -- |
| Range: | -- | -- | 0 | 0 | -- | -- | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | 0 | -- |
| Median: | -- | -- | 6.6 | 7.28 | -- | -- | 15.9 | 767 | 113 | 98.27 | -85.89 | 18.65 | -- | 0.68 | -- | 1.68 | -- | 256.5 | 42 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description:
Raccoon Creek at Keyes Road.
- 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.