Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 87-2 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: Largest AMD source in Fox Run Watershed. Previously located on east side of Fox Run beneath a stand of hemlocks but now is collected & piped under stream to Phase 2 passive system; 10/23/07 D.Fe of 0.43 mg/L removed as considered spurious.
- 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 - 871-SP |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-08-21 | -- | -- | 6.4 | 6.44 | -- | 0.92 | 11.9 | 706 | 220 | 221.56 | -188.14 | 6.78 | 5.34 | 0.86 | 0.69 | 0.66 | 0.33 | 163.7 | 9 | -- |
| 2009-06-22 | -- | -- | 6.82 | -- | -- | 1.66 | 11.4 | -- | 215 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-06-29 | -- | 800 | 6.65 | 6.90 | -- | 1.43 | 11.6 | 769 | 271 | 200.04 | -186.26 | 5.73 | 5.05 | 0.68 | 0.68 | 0.09 | 0.07 | 150.8 | 3 | -- |
| 2009-07-13 | -- | -- | 6.67 | 6.7 | -- | 2.94 | 11.3 | 761 | 218 | 205.98 | -202.78 | 5.63 | 5.53 | 0.73 | 0.7 | 0.02 | 0.02 | 159.7 | 12 | -- |
| 2009-09-22 | -- | 500 | 6.59 | 6.81 | 72 | 1.87 | 10.7 | 756 | 220 | 221.94 | -190.15 | 5.98 | -- | 0.69 | -- | 0.04 | -- | 171.8 | 1 | -- |
| 2009-12-15 | -- | -- | 6.66 | 6.82 | -- | -- | 9.7 | 788 | 232 | 219.62 | -192.96 | 5.63 | -- | 1.57 | -- | 0.04 | -- | 170.8 | 12 | -- |
| 2010-04-21 | -- | 650 | 6.76 | 6.89 | 76 | 2.51 | 10.8 | 757 | 222 | 201.52 | -161.31 | 5.03 | -- | 0.47 | -- | <0.04 | -- | 156.2 | 1 | -- |
| 2015-05-14 | -- | -- | 6.99 | -- | 110 | 3.52 | 10.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | -- | 500 | 6.4 | 6.44 | 72 | 0.92 | 9.7 | 706 | 215 | 200.04 | -202.78 | 5.03 | 5.05 | 0.47 | 0.68 | 0.02 | 0.02 | 150.8 | 1 | -- |
| Maximum: | -- | 800 | 6.99 | 6.90 | 110 | 3.52 | 11.9 | 788 | 271 | 221.94 | -161.31 | 6.78 | 5.53 | 1.57 | 0.7 | 0.66 | 0.33 | 171.8 | 12 | -- |
| Average: | -- | 650 | 6.69 | 6.76 | 86 | 2.12 | 11.0 | 756 | 228.29 | 212 | -186.9 | 5.80 | 5.31 | 0.83 | 0.69 | 0.17 | 0.14 | 162.2 | 6.3 | -- |
| Range: | -- | 300 | 0.59 | 0.46 | 38 | 2.6 | 2.2 | 82 | 56 | 21.9 | 41.47 | 1.75 | 0.48 | 1.1 | 0.02 | 0.64 | 0.31 | 21 | 11 | -- |
| Median: | -- | 650 | 6.67 | 6.82 | 76 | 1.87 | 11.1 | 759 | 220 | 212.8 | -189.15 | 5.68 | 5.34 | 0.71 | 0.69 | 0.04 | 0.07 | 161.7 | 6 | -- |
| Loading (lb/day): | 1887.54 | 1610.64 | -1398.06 | 43.45 | 48.56 | 4.79 | 6.54 | 0.55 | 0.67 |
Sample Point Description: Effluent of settling pond (871-SP) prior to entering the wetland.
- 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 - 871-WL |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2008-08-21 | -- | -- | 6.9 | 6.58 | -- | 5.21 | 17.4 | 687 | 211 | 217.3 | -187.54 | 3.72 | 2.53 | 0.7 | 0.68 | 0.21 | 0.04 | 141.7 | 5 | -- |
| 2009-05-20 | -- | 931 | -- | 6.9 | -- | -- | -- | -- | -- | 223.6 | -206.6 | 4.094 | -- | 0.695 | -- | 0.5 | -- | 174.5 | 6 | -- |
| 2009-06-22 | -- | -- | 6.85 | -- | -- | 5.43 | 12.7 | -- | 215 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2009-06-29 | -- | 800 | 6.71 | 7.09 | -- | 4.46 | 14.2 | 749 | 124 | 195.05 | -183.88 | 5.17 | 3.08 | 0.67 | 0.66 | 0.06 | 0.12 | 156.3 | 13 | -- |
| 2009-07-13 | -- | 800 | 7.05 | 6.82 | -- | 5.16 | 13 | 742 | 252 | 201.6 | -197.21 | 3.82 | 3.37 | 0.71 | 0.7 | 0.02 | 0.02 | 162 | 3 | -- |
| 2009-07-14 | -- | 1024 | -- | 7.3 | -- | -- | -- | -- | -- | 225.8 | -208.8 | 3.488 | -- | 0.659 | -- | 0.5 | -- | 148.6 | 16 | -- |
| 2009-09-02 | -- | 689 | -- | 7 | -- | -- | -- | -- | -- | 231 | -217.4 | 3.832 | -- | 0.682 | -- | 0.5 | -- | 189.6 | 5 | -- |
| 2009-09-22 | -- | 500 | 6.76 | 6.99 | 92 | 5.13 | 4.9 | 754 | 226 | 220.23 | -188.34 | 3.72 | -- | 0.70 | -- | 0.04 | -- | 164.9 | 1 | -- |
| 2009-11-18 | -- | 460 | -- | 7.2 | -- | -- | -- | -- | -- | 241.6 | -229.2 | 3.945 | -- | 0.677 | -- | 0.5 | -- | 161.3 | 6 | -- |
| 2009-12-15 | -- | -- | 6.92 | 7.0 | -- | -- | 9.0 | 775 | 230 | 223.16 | -201.60 | 4.34 | -- | 1.72 | -- | 0.04 | -- | 163.1 | 8 | -- |
| 2010-03-10 | -- | 771 | -- | 7.1 | -- | -- | -- | -- | -- | 226.8 | -205.6 | 3.966 | -- | 0.665 | -- | 0.5 | -- | 196.4 | 5 | -- |
| 2010-04-21 | -- | 650 | 6.82 | 7.06 | 76 | 5.40 | 12.3 | 758 | 218 | 213.03 | -175.62 | 3.65 | -- | 0.76 | -- | <0.04 | -- | 154.2 | 1 | -- |
| 2010-06-02 | -- | 915 | -- | 7 | -- | -- | -- | -- | -- | 228.2 | -203.4 | 3.626 | -- | 0.604 | -- | 0.5 | -- | 154.2 | 6 | -- |
| 2010-08-31 | -- | 489 | -- | 7.2 | -- | -- | -- | -- | -- | 242.2 | -225.4 | 4.421 | -- | 0.66 | -- | 0.5 | -- | 179.9 | 5 | -- |
| 2011-03-16 | -- | 1869 | -- | 6.9 | -- | -- | -- | -- | -- | 215 | -201.2 | 4.719 | -- | 0.64 | -- | 0.5 | -- | 143 | 10 | -- |
| 2012-05-22 | -- | -- | 6.9 | 6.76 | 12 | 6.26 | 11.5 | 745 | 212 | 216.96 | -194.62 | 3.89 | -- | 0.7 | -- | <0.04 | -- | 157.9 | 9 | -- |
| 2015-05-14 | -- | 1500 | 7.17 | 6.65 | 150 | 6.69 | 12 | 736 | 228 | 201.84 | -186.58 | 3.24 | 2.49 | 0.63 | 0.62 | <0.10 | <0.10 | 126.2 | 10 | -- |
| 2018-05-23 | -- | 2000 | 7.05 | 6.81 | -- | 5.81 | 13.7 | 734 | 178 | 219.55 | -210.54 | 3.67 | -- | 0.67 | -- | <0.10 | -- | 139.8 | <5 | -- |
| 2020-06-29 | Assumed | 2200 | 6.74 | 6.87 | -- | 5.22 | 15.2 | 641 | 208 | 217.81 | -213.35 | 3.03 | -- | 0.59 | -- | <0.10 | -- | 134.5 | <5 | -- |
| Minimum: | 0 | 460 | 6.71 | 6.58 | 12 | 4.46 | 4.9 | 641 | 124 | 195.05 | -229.2 | 3.03 | 2.49 | 0.59 | 0.62 | 0.02 | 0.02 | 126.2 | 1 | -- |
| Maximum: | 0 | 2200 | 7.17 | 7.3 | 150 | 6.69 | 17.4 | 775 | 252 | 242.2 | -175.62 | 5.17 | 3.37 | 1.72 | 0.7 | 0.5 | 0.12 | 196.4 | 16 | -- |
| Average: | 0 | 1,040 | 6.90 | 6.96 | 83 | 5.48 | 12.4 | 732 | 209.27 | 220 | -202.1 | 3.91 | 2.87 | 0.73 | 0.67 | 0.34 | 0.06 | 158.2 | 6.8 | -- |
| Range: | 0 | 1740 | 0.46 | 0.72 | 138 | 2.23 | 12.5 | 134 | 128 | 47.15 | 53.58 | 2.14 | 0.88 | 1.13 | 0.08 | 0.48 | 0.1 | 70.2 | 15 | -- |
| Median: | 0 | 800 | 6.9 | 7 | 84 | 5.31 | 12.7 | 743.5 | 215 | 219.89 | -202.5 | 3.83 | 2.81 | 0.67 | 0.67 | 0.5 | 0.04 | 157.1 | 6 | -- |
| Loading (lb/day): | 2938.2 | 2724.99 | -2544.86 | 47.67 | 35.64 | 8.19 | 8.09 | 4 | 0.67 |
Sample Point Description: Final Effluent of Fox Run Phase 2 passive system; sampled at the wetland outlet spillway.
- 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 - 87-1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1999-12-29 | Weir | 389.1 | 7.6 | 7.89 | -- | -- | 0.9 | 549 | -- | 124.99 | -- | 0.42 | -- | 0.27 | -- | 0.02 | -- | 81.6 | 5 | -- |
| 2000-01-28 | Cross-section | 229.3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-01-31 | Cross-section | 178 | 6.93 | 6.76 | -- | -- | 0.1 | 213 | -- | 13.4 | -- | 0.12 | -- | 0.03 | -- | 0.1 | -- | 56.1 | 13 | -- |
| 2000-02-16 | Cross-section | 4097.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-02-28 | Cross-section | 4434.6 | 7.3 | 6.6 | -- | -- | 3.7 | 130 | -- | 8.75 | 1.83 | 0.19 | -- | 0.12 | -- | 0.12 | -- | 45.6 | 5 | -- |
| 2000-03-13 | Cross-section | 2218.9 | 7.25 | 7 | -- | -- | 3.9 | 159 | -- | 11.32 | -- | 0.11 | -- | 0.06 | -- | 0.11 | -- | 36 | 2 | -- |
| 2000-03-27 | Cross-section | 1523.07 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-04-25 | Cross-section | 935.2 | 7.28 | 7.05 | -- | -- | 13.4 | 128 | -- | 16.7 | -- | 0.52 | -- | 0.03 | -- | 0.12 | -- | 26 | 4 | -- |
| 2000-04-28 | Cross-section | 472.28 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-05-25 | Cross-section | 2521.27 | 6.94 | 6.94 | -- | -- | 14.7 | 115 | -- | 20.82 | 3.49 | 1.2 | -- | 0.08 | -- | 0.23 | -- | 26.6 | 11 | -- |
| 2000-05-30 | Cross-section | 657.88 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-06-20 | Cross-section | 1252.02 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-06-28 | Measured | 2450.96 | 6.92 | 7.05 | -- | -- | 18.7 | 132 | -- | 30.34 | -- | 2.2 | -- | 0.25 | -- | 0.21 | -- | 25.8 | 10 | -- |
| 2000-07-25 | Cross-section | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-07-31 | Cross-section | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-08-24 | Cross-section | 87.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-08-28 | Cross-section | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2000-09-06 | Cross-section | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2003-01-10 | -- | -- | -- | 6.54 | -- | -- | -- | 168 | -- | 15.13 | -5.8 | 0.24 | 0.21 | 0.04 | 0.04 | 0.25 | 0.18 | 58.8 | 1 | -- |
| 2007-10-23 | -- | -- | 6.6 | 5.95 | -- | -- | 14.5 | 91 | 7 | 5.81 | 8.11 | 0.2 | 0.08 | 0.25 | -- | 0.41 | 0.14 | 13.3 | 4 | -- |
| 2008-02-05 | -- | -- | -- | 6.15 | -- | -- | 1 | 93 | 19 | 9.75 | 3.68 | 1.09 | 0.26 | 0.04 | -- | 0.64 | 0.36 | 14.5 | 6 | -- |
| 2008-08-21 | -- | -- | 7.85 | 6.49 | -- | 7.5 | 17.4 | 129 | 40 | 41.12 | -11.23 | 4.69 | 2.36 | 0.02 | 0.02 | 0.48 | 0.08 | 3.8 | 4 | -- |
| 2009-06-29 | -- | -- | 7.5 | 7.32 | -- | 7.59 | 17.4 | 110 | 43 | 39.23 | -11.54 | 5.01 | 4.4 | 0.02 | 0.01 | 0.4 | 0.32 | 4.6 | 5 | -- |
| 2009-07-13 | -- | -- | 7.73 | 7.15 | -- | 7.43 | 16.3 | 111 | 49 | 40.48 | -18.91 | 4.95 | 3.3 | 0.05 | 0.01 | 0.02 | 0.02 | 3.7 | 4 | -- |
| 2020-06-29 | -- | -- | 7.56 | 7.3 | -- | 7.13 | 20.3 | 132 | 61 | 51.16 | -30.14 | 6.13 | -- | 0.13 | -- | <0.10 | -- | 35.8 | <5 | -- |
| Minimum: | 0 | 87.5 | 6.6 | 5.95 | -- | 7.13 | 0.1 | 91 | 7 | 5.81 | -30.14 | 0.11 | 0.08 | 0.02 | 0.01 | 0.02 | 0.02 | 3.7 | 1 | -- |
| Maximum: | 0 | 4434.6 | 7.85 | 7.89 | -- | 7.59 | 20.3 | 549 | 61 | 124.99 | 8.11 | 6.13 | 4.4 | 0.27 | 0.04 | 0.64 | 0.36 | 81.6 | 13 | -- |
| Average: | 0 | 1,532 | 7.29 | 6.87 | -- | 7.41 | 11.0 | 161 | 36.50 | 31 | -6.7 | 1.93 | 1.77 | 0.10 | 0.02 | 0.24 | 0.18 | 30.9 | 5.7 | -- |
| Range: | 0 | 4347.1 | 1.25 | 1.94 | -- | 0.46 | 20.2 | 458 | 54 | 119.18 | 38.25 | 6.02 | 4.32 | 0.25 | 0.03 | 0.62 | 0.34 | 77.9 | 12 | -- |
| Median: | 0 | 1093.61 | 7.29 | 6.97 | -- | 7.47 | 14.5 | 129.5 | 41.5 | 18.76 | -5.8 | 0.81 | 1.31 | 0.06 | 0.02 | 0.21 | 0.16 | 26.3 | 5 | -- |
| Loading (lb/day): | -- | 442.01 | 101.66 | 17.47 | -- | 2.78 | -- | 3.45 | -- |
Sample Point Description: Fox Run; Located ~130' upstream of Fox Run 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 - 871-DN |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-01-10 | -- | -- | -- | 6.67 | -- | -- | -- | 288 | -- | 54.18 | -35.4 | 1.27 | 1.19 | 0.16 | 0.16 | 0.18 | 0.17 | 86.7 | 1 | -- |
| 2007-10-23 | -- | -- | 6.5 | 6.66 | -- | -- | 10 | 727 | 235 | 210.07 | -172.46 | 7.41 | 6.5 | 0.7 | 0.67 | 0.22 | 0.18 | 161.3 | 9 | -- |
| 2008-02-05 | -- | -- | 5.75 | 6.18 | -- | -- | 0.5 | 107 | 19 | 11.64 | 0.55 | 1.12 | 0.34 | 0.04 | -- | 0.62 | 0.36 | 16.2 | 7 | -- |
| 2008-08-21 | -- | -- | 6.9 | 6.58 | -- | 7.37 | 16.1 | 654 | 204 | 217.3 | -170.41 | 4.74 | 2.31 | 0.71 | 0.65 | 0.33 | 0.04 | 143 | 6 | -- |
| 2009-06-29 | -- | -- | 6.73 | 7.24 | -- | 6.73 | 14.2 | 649 | 194 | 187.79 | -177.91 | 3.75 | 2.48 | 0.56 | 0.55 | 0.15 | 0.11 | 157.4 | 9 | -- |
| 2009-07-13 | -- | -- | 6.57 | 7.13 | -- | 7.20 | 12.9 | 677 | 230 | 192.28 | -189.25 | 3.53 | 2.54 | 0.62 | 0.02 | 0.02 | 0.02 | 141.2 | 5 | -- |
| Minimum: | -- | -- | 5.75 | 6.18 | -- | 6.73 | 0.5 | 107 | 19 | 11.64 | -189.25 | 1.12 | 0.34 | 0.04 | 0.02 | 0.02 | 0.02 | 16.2 | 1 | -- |
| Maximum: | -- | -- | 6.9 | 7.24 | -- | 7.37 | 16.1 | 727 | 235 | 217.3 | 0.55 | 7.41 | 6.5 | 0.71 | 0.67 | 0.62 | 0.36 | 161.3 | 9 | -- |
| Average: | -- | -- | 6.49 | 6.74 | -- | 7.10 | 10.7 | 517 | 176.40 | 146 | -124.2 | 3.64 | 2.56 | 0.47 | 0.41 | 0.25 | 0.15 | 117.6 | 6.2 | -- |
| Range: | -- | -- | 1.15 | 1.06 | -- | 0.64 | 15.6 | 620 | 216 | 205.66 | 189.8 | 6.29 | 6.16 | 0.67 | 0.65 | 0.6 | 0.34 | 145.1 | 8 | -- |
| Median: | -- | -- | 6.57 | 6.67 | -- | 7.2 | 12.9 | 651.5 | 204 | 190.04 | -171.44 | 3.64 | 2.4 | 0.59 | 0.55 | 0.2 | 0.14 | 142.1 | 6.5 | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: located about 300' Downstream of Fox Run Phase 2 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.