Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - PA199A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2000-04-26 | -- | -- | -- | 3 | -- | -- | -- | -- | -- | -- | 164 | 6 | -- | 3.3 | -- | 11 | -- | 637 | -- | -- |
| 2000-06-29 | -- | 61 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 208 | 12 | -- | 1.4 | -- | 9 | -- | 567 | -- | -- |
| 2000-07-20 | -- | 75 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 244 | 16 | -- | 2 | -- | 12 | -- | 629 | -- | -- |
| 2000-08-24 | -- | 92 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 248 | 14 | -- | 1.7 | -- | 11 | -- | 619 | -- | -- |
| 2000-09-27 | -- | 51 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 242 | 18 | -- | 2.2 | -- | 14 | -- | 636 | -- | -- |
| 2000-10-31 | -- | 72 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 260 | 17 | -- | 1.6 | -- | 12 | -- | 738 | -- | -- |
| 2000-11-21 | -- | 75 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 288 | 21 | -- | 2.2 | -- | 16 | -- | 806 | -- | -- |
| 2000-12-28 | -- | 198 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 268 | 23 | -- | 1.5 | -- | 12 | -- | 734 | -- | -- |
| 2001-01-30 | -- | 83 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 242 | 18 | -- | 2.2 | -- | 13 | -- | 620 | -- | -- |
| 2001-02-27 | -- | 188 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 242 | 19 | -- | 2.1 | -- | 11 | -- | 572 | -- | -- |
| 2001-03-29 | -- | 270 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 220 | 18 | -- | 1.7 | -- | 10 | -- | 626 | -- | -- |
| 2001-04-27 | -- | 278 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 184 | 10 | -- | 1.7 | -- | 8 | -- | 535 | -- | -- |
| 2001-05-22 | -- | 96 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 216 | 11 | -- | 2.2 | -- | 10 | -- | 597 | -- | -- |
| 2001-06-29 | -- | 61 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 241 | 14 | -- | 1.9 | -- | 12 | -- | 480 | -- | -- |
| 2004-05-17 | -- | 170 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 136 | 5.7 | -- | 1.5 | -- | 5.3 | -- | 657 | 6 | -- |
| 2004-05-27 | -- | -- | -- | 3 | -- | -- | -- | -- | -- | -- | 135 | 7.3 | -- | 1.3 | -- | 5.5 | -- | 519 | 5 | -- |
| 2010-04-05 | -- | 220 | 2.12 | 2.8 | -- | -- | 10.7 | 1460 | 0 | 0 | 164 | 9.49 | -- | 1.27 | -- | 7.46 | -- | 557 | <5 | -- |
| 2010-11-12 | -- | 23.0 | 2.54 | 2.68 | -- | -- | 11.4 | 1860 | -- | 0 | 324.48 | 22.09 | -- | 1.94 | -- | 18.67 | -- | 1105.3 | 36 | -- |
| 2010-12-09 | -- | -- | -- | 2.63 | -- | -- | -- | 1545 | -- | 0 | 291.31 | 35.23 | -- | 1.16 | -- | 15.65 | -- | 712.9 | <2 | -- |
| 2010-12-30 | -- | -- | -- | 3.37 | -- | -- | -- | 1384 | -- | 0 | 106.81 | 9.33 | -- | 1.53 | -- | 9.77 | -- | 693.9 | 6 | -- |
| 2012-05-14 | -- | -- | 3.45 | 2.9 | -- | -- | 10 | 1190 | 0 | 0 | 122 | 4.59 | -- | 1.01 | -- | 5.28 | -- | 421 | <5.0 | -- |
| 2015-05-26 | -- | 112 | 2.7 | 2.95 | -- | -- | -- | 1320 | -- | 0 | 116.28 | 4 | -- | 1.22 | -- | 5.37 | -- | 511.7 | <5 | -- |
| 2019-04-16 | -- | 132.0 | 2.93 | 2.92 | -- | -- | -- | 971 | -- | 0 | 85.97 | 3.47 | -- | 0.74 | -- | 4.47 | -- | 430.6 | <5 | -- |
| 2020-07-22 | -- | 62 | 3 | 2.95 | -- | 9.17 | 11.5 | 1319 | 0 | 0 | 138.29 | 5.2 | -- | 0.97 | -- | 5.53 | -- | 522.7 | <5 | -- |
| Minimum: | -- | 23.0 | 2.12 | 2.63 | -- | 9.17 | 10 | 971 | 0 | 0 | 85.97 | 3.47 | -- | 0.74 | -- | 4.47 | -- | 421 | 5 | -- |
| Maximum: | -- | 278 | 3.45 | 3.37 | -- | 9.17 | 11.5 | 1860 | 0 | 0 | 324.48 | 35.23 | -- | 3.3 | -- | 18.67 | -- | 1105.3 | 36 | -- |
| Average: | -- | 122 | 2.79 | 2.88 | -- | 9.17 | 10.9 | 1,381 | 0 | 0 | 203.6 | 13.48 | -- | 1.68 | -- | 10.17 | -- | 622.0 | 13.3 | -- |
| Range: | -- | 255 | 1.33 | 0.74 | -- | 0 | 1.5 | 889 | 0 | 0 | 238.51 | 31.76 | -- | 2.56 | -- | 14.2 | -- | 684.3 | 31 | -- |
| Median: | -- | 92 | 2.82 | 2.9 | -- | 9.17 | 11.05 | 1352 | 0 | 0 | 218 | 13 | -- | 1.65 | -- | 10.5 | -- | 619.5 | 6 | -- |
| Loading (lb/day): | -- | -- | 297.79 | 19.55 | -- | 2.4 | -- | 13.84 | -- |
Sample Point Description: Abandoned Mine Discharge; Influent to LERMD20 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 - PA199A3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-07-22 | -- | 17 | 7.1 | 7 | -- | 6.45 | 20.6 | 1093 | 110 | 78.19 | -63.63 | 1.38 | -- | 0.27 | -- | 0.19 | -- | 517.4 | <5 | -- |
| Minimum: | -- | 17 | 7.1 | 7 | -- | 6.45 | 20.6 | 1093 | 110 | 78.19 | -63.63 | 1.38 | -- | 0.27 | -- | 0.19 | -- | 517.4 | -- | -- |
| Maximum: | -- | 17 | 7.1 | 7 | -- | 6.45 | 20.6 | 1093 | 110 | 78.19 | -63.63 | 1.38 | -- | 0.27 | -- | 0.19 | -- | 517.4 | -- | -- |
| Average: | -- | 17 | 7.10 | 7.00 | -- | 6.45 | 20.6 | 1,093 | 110.00 | 78 | -63.6 | 1.38 | -- | 0.27 | -- | 0.19 | -- | 517.4 | -- | -- |
| Range: | -- | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | -- | -- |
| Median: | -- | 17 | 7.1 | 7 | -- | 6.45 | 20.6 | 1093 | 110 | 78.19 | -63.63 | 1.38 | -- | 0.27 | -- | 0.19 | -- | 517.4 | -- | -- |
| Loading (lb/day): | 22.48 | 15.98 | -13 | 0.28 | -- | 0.06 | -- | 0.04 | -- |
Sample Point Description: Bypass Channel; Actually carries any bypass overflow out of the compost beds as well as other sources of surface water which then flows into the headwaters of the unnamed tributary to Little Elk Run
- 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 - PA199B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-05-27 | -- | 412 | -- | 6.9 | -- | -- | -- | -- | -- | -- | -57 | 0.4 | -- | 0.9 | -- | 0.4 | -- | 540 | 8 | -- |
| 2004-06-14 | -- | 194 | -- | 7.2 | -- | -- | -- | -- | -- | -- | -107 | 0.1 | -- | 1 | -- | <0.04 | -- | 629 | 4 | -- |
| 2009-10-26 | -- | -- | 5.93 | 6.6 | -- | 12.51 | 11.8 | 1370 | 80 | 89 | -59 | 2.43 | -- | 0.4 | -- | 2.91 | -- | 773 | 15 | -- |
| 2010-04-05 | -- | 220 | 5.07 | 5.9 | -- | -- | 11.6 | 993 | 20 | 20 | 9 | 3.07 | -- | 0.6 | -- | 3.14 | -- | 549 | 11 | -- |
| 2010-11-12 | -- | 24.1 | 6.69 | 7.16 | -- | -- | 11.9 | 1732 | -- | 194.02 | -153.09 | 1.76 | -- | <0.02 | -- | 2.04 | -- | 1081.0 | 9 | -- |
| 2010-12-09 | -- | -- | -- | 7.18 | -- | -- | -- | 1314 | -- | 131.65 | -90.00 | 1.88 | -- | 0.07 | -- | 0.93 | -- | 672.5 | <2 | -- |
| 2010-12-30 | -- | -- | -- | 3.46 | -- | -- | -- | 1337 | -- | 0 | 96.15 | 11.23 | -- | 1.46 | -- | 9.34 | -- | 840.0 | 6 | -- |
| 2012-05-14 | -- | -- | 6.27 | 5.9 | -- | -- | 13 | 896 | -- | 16 | 9 | 1.51 | -- | 0.53 | -- | 2.63 | -- | 457 | 12.0 | -- |
| 2015-05-26 | -- | 112 | 3.8 | 3.57 | -- | -- | -- | 1043 | -- | 0 | 41.62 | 2.29 | -- | 0.94 | -- | 3.7 | -- | 463.2 | 8 | -- |
| 2019-04-16 | -- | 132.0 | 6.46 | 6.89 | -- | -- | -- | 833 | -- | 48.80 | -38.81 | 0.82 | -- | 0.24 | -- | 1.35 | -- | 163.7 | 6 | -- |
| 2020-07-22 | -- | 42 | 6.9 | 6.95 | -- | 6.95 | 17.4 | 1103 | 91 | 75.41 | -59.89 | 1.18 | -- | 0.25 | -- | 1.21 | -- | 519.4 | <5 | -- |
| Minimum: | -- | 24.1 | 3.8 | 3.46 | -- | 6.95 | 11.6 | 833 | 20 | 0.00 | -153.09 | 0.1 | -- | 0.07 | -- | 0.4 | -- | 163.7 | 4 | -- |
| Maximum: | -- | 412 | 6.9 | 7.2 | -- | 12.51 | 17.4 | 1732 | 91 | 194.02 | 96.15 | 11.23 | -- | 1.46 | -- | 9.34 | -- | 1081.0 | 15 | -- |
| Average: | -- | 162 | 5.87 | 6.16 | -- | 9.73 | 13.1 | 1,180 | 63.67 | 64 | -37.2 | 2.42 | -- | 0.64 | -- | 2.77 | -- | 608.0 | 8.8 | -- |
| Range: | -- | 387.9 | 3.1 | 3.74 | -- | 5.56 | 5.8 | 899 | 71 | 194.02 | 249.24 | 11.13 | -- | 1.39 | -- | 8.94 | -- | 917.3 | 11 | -- |
| Median: | -- | 132 | 6.27 | 6.89 | -- | 9.73 | 11.9 | 1103 | 80 | 48.8 | -57 | 1.76 | -- | 0.57 | -- | 2.34 | -- | 549 | 8 | -- |
| Loading (lb/day): | 49.41 | 56.15 | -84.02 | 2.26 | -- | 1.69 | -- | 3.1 | -- |
Sample Point Description: Effluent of Upflow 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 - PA199C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-10-26 | -- | -- | 6.23 | 7.1 | -- | 4.74 | 12.4 | 1370 | 90 | 90 | -58 | 0.99 | -- | 0.34 | -- | 1.23 | -- | 765 | 5 | -- |
| 2010-04-05 | -- | 220 | 5.45 | 6 | -- | -- | 13.9 | 975 | 15 | 19 | 9 | 2.24 | -- | 0.59 | -- | 2.24 | -- | 549 | 13 | -- |
| 2012-05-14 | -- | -- | 6.39 | 6.1 | -- | 8.61 | 13 | 892 | 15 | 17 | 9 | 1.66 | -- | 0.55 | -- | 2.31 | -- | 456 | 8.0 | -- |
| 2020-07-22 | -- | -- | 7.8 | 7.44 | -- | 8.93 | 24 | 1083 | 99 | 73.71 | -65.01 | 0.71 | -- | 0.17 | -- | 0.55 | -- | 512.5 | <5 | -- |
| Minimum: | -- | 220 | 5.45 | 6 | -- | 4.74 | 12.4 | 892 | 15 | 17 | -65.01 | 0.71 | -- | 0.17 | -- | 0.55 | -- | 456 | 5 | -- |
| Maximum: | -- | 220 | 7.8 | 7.44 | -- | 8.93 | 24 | 1370 | 99 | 90 | 9 | 2.24 | -- | 0.59 | -- | 2.31 | -- | 765 | 13 | -- |
| Average: | -- | 220 | 6.47 | 6.66 | -- | 7.43 | 15.8 | 1,080 | 54.75 | 50 | -26.3 | 1.40 | -- | 0.41 | -- | 1.58 | -- | 570.6 | 8.7 | -- |
| Range: | -- | 0 | 2.35 | 1.44 | -- | 4.19 | 11.6 | 478 | 84 | 73 | 74.01 | 1.53 | -- | 0.42 | -- | 1.76 | -- | 309 | 8 | -- |
| Median: | -- | 220 | 6.31 | 6.6 | -- | 8.61 | 13.45 | 1029 | 52.5 | 46.36 | -24.5 | 1.33 | -- | 0.45 | -- | 1.74 | -- | 530.75 | 8 | -- |
| Loading (lb/day): | 39.67 | 50.24 | 23.8 | 5.92 | -- | 1.56 | -- | 5.92 | -- |
Sample Point Description: Effluent of Settling 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 - PA199D |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2004-05-17 | -- | -- | -- | 7.4 | -- | -- | -- | -- | -- | -- | -111 | 0.5 | -- | 0.8 | -- | 0.1 | -- | 698 | 10 | -- |
| 2004-05-27 | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | -- | -60 | 0.4 | -- | 0.8 | -- | 0.4 | -- | 537 | 8 | -- |
| 2004-06-14 | -- | -- | -- | 7.5 | -- | -- | -- | -- | -- | -- | -91 | 0.4 | -- | 0.7 | -- | 0.2 | -- | 576 | 12 | -- |
| 2009-10-26 | -- | -- | 7.35 | 7.3 | -- | 12.3 | 12.3 | 1340 | 85 | 88 | -53 | 0.25 | -- | 0.18 | -- | 0.31 | -- | 747 | <5 | -- |
| 2010-04-05 | -- | 220 | 5.57 | 6.1 | -- | -- | 18.4 | 993 | 15 | 21 | 6 | 3.25 | -- | 0.61 | -- | 2.77 | -- | 550 | 8 | -- |
| 2010-11-12 | -- | 24.1 | 7.63 | 7.88 | -- | -- | 8.6 | 1637 | -- | 155.36 | -133.95 | 0.43 | -- | 0.25 | -- | 0.28 | -- | 764.1 | 5 | -- |
| 2010-12-09 | -- | -- | -- | 7.84 | -- | -- | -- | 1351 | -- | 133.14 | -111.73 | 0.65 | -- | 0.04 | -- | 0.45 | -- | 666.7 | <2 | -- |
| 2010-12-30 | -- | -- | -- | 3.41 | -- | -- | -- | 1338 | -- | 0 | 93.89 | 8.38 | -- | 1.54 | -- | 9.96 | -- | 807.5 | 15 | -- |
| 2012-05-14 | -- | -- | 6.37 | 6.2 | -- | 9.15 | 14 | 888 | 20 | 19 | 9 | 0.64 | -- | 0.50 | -- | 1.06 | -- | 453 | 8.0 | -- |
| 2015-05-26 | -- | 112 | 2.7 | 3.87 | -- | -- | -- | 993 | -- | 0 | 34.07 | 0.68 | -- | 0.92 | -- | 3.67 | -- | 463.1 | <5 | -- |
| 2019-04-16 | -- | 132.0 | 7.06 | 7.62 | -- | -- | -- | 820 | -- | 44.88 | -39.40 | 0.31 | -- | 0.25 | -- | 0.44 | -- | 391.1 | 5 | -- |
| 2020-07-22 | -- | 60 | 7.8 | 7.32 | -- | 8.62 | 26.6 | 1033 | 119 | 75.21 | -56.15 | 0.3 | -- | 0.08 | -- | <0.10 | -- | 498.1 | <5 | -- |
| Minimum: | -- | 24.1 | 2.7 | 3.41 | -- | 8.62 | 8.6 | 820 | 15 | 0.00 | -133.95 | 0.25 | -- | 0.04 | -- | 0.1 | -- | 391.1 | 5 | -- |
| Maximum: | -- | 220 | 7.8 | 7.88 | -- | 12.3 | 26.6 | 1637 | 119 | 155.36 | 93.89 | 8.38 | -- | 1.54 | -- | 9.96 | -- | 807.5 | 15 | -- |
| Average: | -- | 110 | 6.35 | 6.64 | -- | 10.02 | 16.0 | 1,155 | 59.75 | 60 | -42.8 | 1.35 | -- | 0.56 | -- | 1.79 | -- | 596.0 | 8.9 | -- |
| Range: | -- | 195.9 | 5.1 | 4.47 | -- | 3.68 | 18 | 817 | 104 | 155.36 | 227.84 | 8.13 | -- | 1.5 | -- | 9.86 | -- | 416.4 | 10 | -- |
| Median: | -- | 112 | 7.06 | 7.31 | -- | 9.15 | 14 | 1033 | 52.5 | 44.88 | -54.58 | 0.47 | -- | 0.56 | -- | 0.44 | -- | 563 | 8 | -- |
| Loading (lb/day): | 62.74 | 56.5 | -16.02 | 2.07 | -- | 0.68 | -- | 3.26 | -- |
Sample Point Description: Effluent of Aerobic Wetland and Final Effluent of LERMD20 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 - PA199S1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-07-22 | -- | -- | 7 | 6.57 | -- | 7.37 | 24 | 935 | 73 | 43.65 | -26.79 | 0.53 | -- | 0.19 | -- | 0.12 | -- | 455.5 | <5 | -- |
| Minimum: | -- | -- | 7 | 6.57 | -- | 7.37 | 24 | 935 | 73 | 43.65 | -26.79 | 0.53 | -- | 0.19 | -- | 0.12 | -- | 455.5 | -- | -- |
| Maximum: | -- | -- | 7 | 6.57 | -- | 7.37 | 24 | 935 | 73 | 43.65 | -26.79 | 0.53 | -- | 0.19 | -- | 0.12 | -- | 455.5 | -- | -- |
| Average: | -- | -- | 7.00 | 6.57 | -- | 7.37 | 24.0 | 935 | 73.00 | 44 | -26.8 | 0.53 | -- | 0.19 | -- | 0.12 | -- | 455.5 | -- | -- |
| Range: | -- | -- | 0 | 0 | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | -- | 0 | -- | 0 | -- | -- |
| Median: | -- | -- | 7 | 6.57 | -- | 7.37 | 24 | 935 | 73 | 43.65 | -26.79 | 0.53 | -- | 0.19 | -- | 0.12 | -- | 455.5 | -- | -- |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Unnamed Tributary to Little Elk Run: Sampled at culvert after flowing underneath Young Road and prior to entering Little Elk Run.
- 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.