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Back Hayes Run Water Quality Report - PA19A1 |
Export Sample Point Report / Inflow: Yes / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2007-01-11 | -- | -- | SIS | 110.4 | -- | 0 | -- | -- | -- | 7.355 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 20.97 | -- | 6.413 | -- | -- | 3.6 | -- | -- | -- | -- | 490.6 | -- | -- | 4 |
| 2009-09-24 | -- | 150 | Import | 115 | 0 | 0 | -- | -- | -- | 6.49 | -- | -- | -- | -- | -- | 15.7 | -- | -- | -- | -- | -- | 9.57 | -- | 6.4 | -- | 2.64 | 3.3 | -- | Mahaffey Laboratory | -- | 1080 | 474 | -- | -- | 6 |
| 2010-04-02 | -- | 69 | Import | 68 | 0 | 0 | -- | -- | -- | 5.23 | -- | -- | -- | -- | -- | 10.2 | -- | -- | -- | -- | -- | 10.8 | -- | 5.55 | -- | 3.51 | 3.5 | -- | Mahaffey Laboratory | -- | 908 | 418 | -- | -- | <5 |
| 2012-05-07 | -- | -- | Import | 101 | 0 | 0 | -- | -- | -- | 8.78 | -- | -- | -- | -- | -- | 11 | -- | -- | -- | -- | -- | 17.7 | -- | 6.52 | -- | 4 | 3.5 | -- | -- | cu | 1020 | 565 | -- | -- | <5.0 |
| 2012-10-15 | -- | -- | SIS | 101.4 | -- | 0 | -- | -- | -- | 5.607 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 24.516 | -- | 5.513 | -- | -- | 3.8 | -- | -- | -- | -- | 457.1 | -- | -- | 5 |
| 2015-05-21 | -- | -- | Import | 49.78 | -- | 0 | -- | -- | -- | 4.45 | -- | -- | -- | -- | -- | 9.8 | -- | -- | -- | -- | -- | 10.83 | -- | 5.41 | -- | 3.8 | 3.51 | -- | -- | SWP | 925 | 361.1 | -- | -- | <5 |
| 2018-12-11 | -- | -- | Import | 64.28 | 12 | 0 | -- | -- | -- | 2.91 | -- | -- | -- | -- | -- | 3.5 | -- | -- | -- | -- | -- | 8.84 | -- | 4.14 | -- | 6.1 | 3.54 | -- | -- | STOUGHTON | 761 | 365 | -- | -- | <5 |
| 2020-07-07 | -- | 40 | -- | 63 | -- | 0 | -- | -- | -- | 6.91 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 11.15 | -- | 4.72 | -- | 4.35 | 4 | -- | Mahaffey | -- | 825 | 418 | -- | -- | 6 |
| Minimum: | -- | 40 | 0 | 49.78 | 0 | 0 | -- | -- | -- | 2.91 | -- | -- | -- | -- | -- | 3.5 | -- | -- | -- | -- | -- | 8.84 | -- | 4.14 | -- | 2.64 | 3.3 | -- | 0 | 0 | 761 | 361.1 | -- | -- | 4 |
| Maximum: | -- | 150 | 0 | 115 | 12 | 0 | -- | -- | -- | 8.78 | -- | -- | -- | -- | -- | 15.7 | -- | -- | -- | -- | -- | 24.516 | -- | 6.52 | -- | 6.1 | 4 | -- | 0 | 0 | 1080 | 565 | -- | -- | 6 |
| Average: | -- | 86 | 0 | 84.11 | 3.00 | 0 | -- | -- | -- | 5.97 | -- | -- | -- | -- | -- | 10.0 | -- | -- | -- | -- | -- | 14.30 | -- | 5.58 | -- | 4.07 | 3.59 | -- | 0 | 0 | 920 | 443.6 | -- | -- | 5.3 |
| Range: | -- | 110 | -- | 65.22 | 12 | 0 | -- | -- | -- | 5.87 | -- | -- | -- | -- | -- | 12.2 | -- | -- | -- | -- | -- | 15.676 | -- | 2.38 | -- | 3.46 | 0.7 | -- | -- | -- | 319 | 203.9 | -- | -- | 2 |
| Median: | -- | 69 | -- | 84.5 | 0 | 0 | -- | -- | -- | 6.05 | -- | -- | -- | -- | -- | 10.2 | -- | -- | -- | -- | -- | 10.99 | -- | 5.53 | -- | 3.9 | 3.53 | -- | -- | -- | 916.5 | 437.55 | -- | -- | 5.5 |
| Loading (lb/day): | 98.01 | -- | -- | -- | 6.45 | -- | 10.52 | -- | 6.14 |
Sample Point Description: RAW/UNTREATED BACK SIDE HAYES RUN DISCHARGEAbandoned Mine Discharge; Influent to VFW B on schematic; Discharge enters via a 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.
Back Hayes Run Water Quality Report - PA19B |
Export Sample Point Report / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 150 | Import | 20 | 25 | 33 | -- | -- | -- | 4.28 | -- | -- | -- | -- | -- | 14.3 | -- | -- | -- | -- | -- | 1.82 | -- | 6.63 | -- | 5.85 | 5.6 | -- | Mahaffey Laboratory | -- | 969 | 474 | -- | -- | 11 |
| 2010-04-02 | -- | 69 | Import | 4 | 30 | 28 | -- | -- | -- | 2.43 | -- | -- | -- | -- | -- | 10.4 | -- | -- | -- | -- | -- | 0.87 | -- | 5.62 | -- | 5.77 | 6.2 | -- | Mahaffey Laboratory | -- | 863 | 423 | -- | -- | <5 |
| 2012-05-07 | -- | -- | Import | 22 | 25 | 22 | -- | -- | -- | 4.19 | -- | -- | -- | -- | -- | 16 | -- | -- | -- | -- | -- | 5.72 | -- | 6.13 | -- | 5.66 | 5.9 | -- | -- | cu | 983 | 500 | -- | -- | 14 |
| 2015-05-21 | -- | -- | Import | 21.83 | -- | 0 | -- | -- | -- | 2.24 | -- | -- | -- | -- | -- | 14.9 | -- | -- | -- | -- | -- | 14.92 | -- | 5.13 | -- | 5.4 | 3.98 | -- | -- | SWP | 883 | 411.1 | -- | -- | 27 |
| 2018-12-11 | -- | -- | Import | -6.77 | 0 | 26.36 | -- | -- | -- | 1.56 | -- | -- | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 4.42 | -- | 4.3 | -- | 4 | 5.89 | -- | -- | STOUGHTON | 810 | 390 | -- | -- | 7 |
| 2020-07-07 | -- | 40 | -- | -16 | -- | 36 | -- | -- | -- | 3.06 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 5.89 | -- | 5.39 | -- | 6.24 | 6.7 | -- | Mahaffey | -- | 908 | 416 | -- | -- | 18 |
| Minimum: | -- | 40 | 0 | -16 | 0 | 0 | -- | -- | -- | 1.56 | -- | -- | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0.87 | -- | 4.3 | -- | 4 | 3.98 | -- | 0 | 0 | 810 | 390 | -- | -- | 7 |
| Maximum: | -- | 150 | 0 | 22 | 30 | 36 | -- | -- | -- | 4.28 | -- | -- | -- | -- | -- | 16 | -- | -- | -- | -- | -- | 14.92 | -- | 6.63 | -- | 6.24 | 6.7 | -- | 0 | 0 | 983 | 500 | -- | -- | 27 |
| Average: | -- | 86 | 0 | 7.51 | 20.00 | 24 | -- | -- | -- | 2.96 | -- | -- | -- | -- | -- | 12.0 | -- | -- | -- | -- | -- | 5.61 | -- | 5.53 | -- | 5.49 | 5.71 | -- | 0 | 0 | 903 | 435.7 | -- | -- | 15.4 |
| Range: | -- | 110 | -- | 38 | 30 | 36 | -- | -- | -- | 2.72 | -- | -- | -- | -- | -- | 11.5 | -- | -- | -- | -- | -- | 14.05 | -- | 2.33 | -- | 2.24 | 2.72 | -- | -- | -- | 173 | 110 | -- | -- | 20 |
| Median: | -- | 69 | -- | 12 | 25 | 27.18 | -- | -- | -- | 2.75 | -- | -- | -- | -- | -- | 14.3 | -- | -- | -- | -- | -- | 5.07 | -- | 5.51 | -- | 5.72 | 5.9 | -- | -- | -- | 895.5 | 419.5 | -- | -- | 14 |
| Loading (lb/day): | 10.56 | 34.98 | 33.34 | -- | 3.73 | -- | 2.28 | -- | 6.4 |
Sample Point Description: Effluent of SAP #2 (aka VFW B)
- 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.
Back Hayes Run Water Quality Report - PA19B1 |
Export Sample Point Report / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2007-01-11 | -- | -- | SIS | 0.8 | -- | 42.4 | -- | -- | -- | 3.115 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.755 | -- | 6.66 | -- | -- | 6.5 | -- | -- | -- | -- | 488.8 | -- | -- | 14 |
| 2012-10-15 | -- | -- | SIS | -30.6 | -- | 59.2 | -- | -- | -- | 3.41 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 5.773 | -- | 5.564 | -- | -- | 6.4 | -- | -- | -- | -- | 496 | -- | -- | 22 |
| Minimum: | -- | -- | 0 | -30.6 | -- | 42.4 | -- | -- | -- | 3.115 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.755 | -- | 5.564 | -- | -- | 6.4 | -- | -- | -- | -- | 488.8 | -- | -- | 14 |
| Maximum: | -- | -- | 0 | 0.8 | -- | 59.2 | -- | -- | -- | 3.41 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 5.773 | -- | 6.66 | -- | -- | 6.5 | -- | -- | -- | -- | 496 | -- | -- | 22 |
| Average: | -- | -- | 0 | -14.90 | -- | 51 | -- | -- | -- | 3.26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 3.26 | -- | 6.11 | -- | -- | 6.45 | -- | -- | -- | -- | 492.4 | -- | -- | 18.0 |
| Range: | -- | -- | -- | 31.4 | -- | 16.8 | -- | -- | -- | 0.295 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 5.018 | -- | 1.096 | -- | -- | 0.1 | -- | -- | -- | -- | 7.2 | -- | -- | 8 |
| Median: | -- | -- | -- | -14.9 | -- | 50.8 | -- | -- | -- | 3.26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 3.26 | -- | 6.11 | -- | -- | 6.45 | -- | -- | -- | -- | 492.4 | -- | -- | 18 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: DISCHARGE FROM SAP2 ON BACK SIDE HAYES RUN TREATMENT SYSTEM. This is likely the same as PA19B. Need to verify and then change
- 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.
Back Hayes Run Water Quality Report - PA19A2 |
Export Sample Point Report / Inflow: Yes / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 60 | Import | 120 | 0 | 0 | -- | -- | -- | 6.32 | -- | -- | -- | -- | -- | 9.4 | -- | -- | -- | -- | -- | 23.9 | -- | 6.21 | -- | 3.34 | 3.5 | -- | Mahaffey Laboratory | -- | 1000 | 460 | -- | -- | <5 |
| 2010-04-02 | -- | 38 | Import | 67 | 0 | 0 | -- | -- | -- | 5.59 | -- | -- | -- | -- | -- | 9.9 | -- | -- | -- | -- | -- | 11.8 | -- | 6.01 | -- | 3.46 | 3.5 | -- | Mahaffey Laboratory | -- | 883 | 418 | -- | -- | <5 |
| 2012-05-07 | -- | -- | Import | 99 | 0 | 0 | -- | -- | -- | 8.72 | -- | -- | -- | -- | -- | 11 | -- | -- | -- | -- | -- | 18.1 | -- | 6.52 | -- | 3.65 | 3.5 | -- | -- | cu | 1020 | 421 | -- | -- | <5.0 |
| 2015-05-21 | -- | -- | Import | 52.02 | -- | 0 | -- | -- | -- | 4.43 | -- | -- | -- | -- | -- | 10.1 | -- | -- | -- | -- | -- | 11.77 | -- | 5.4 | -- | 4 | 3.5 | -- | -- | SWP | 938 | 344.4 | -- | -- | <5 |
| 2018-12-11 | -- | -- | Import | 57.31 | 0 | 0 | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 10.22 | -- | 4.07 | -- | 3.9 | 3.68 | -- | -- | STOUGHTON | 761 | 372.6 | -- | -- | <5 |
| 2020-07-07 | -- | 40 | -- | 83 | -- | 0 | -- | -- | -- | 6.72 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.19 | -- | 5.33 | -- | 3.51 | 3.4 | -- | Mahaffey | -- | 966 | 428 | -- | -- | 22 |
| Minimum: | -- | 38 | 0 | 52.02 | 0 | 0 | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | 4.2 | -- | -- | -- | -- | -- | 1.19 | -- | 4.07 | -- | 3.34 | 3.4 | -- | 0 | 0 | 761 | 344.4 | -- | -- | 22 |
| Maximum: | -- | 60 | 0 | 120 | 0 | 0 | -- | -- | -- | 8.72 | -- | -- | -- | -- | -- | 11 | -- | -- | -- | -- | -- | 23.9 | -- | 6.52 | -- | 4 | 3.68 | -- | 0 | 0 | 1020 | 460 | -- | -- | 22 |
| Average: | -- | 46 | 0 | 79.72 | 0 | 0 | -- | -- | -- | 5.78 | -- | -- | -- | -- | -- | 8.9 | -- | -- | -- | -- | -- | 12.83 | -- | 5.59 | -- | 3.64 | 3.51 | -- | 0 | 0 | 928 | 407.3 | -- | -- | 22.0 |
| Range: | -- | 22 | -- | 67.98 | 0 | 0 | -- | -- | -- | 5.82 | -- | -- | -- | -- | -- | 6.8 | -- | -- | -- | -- | -- | 22.71 | -- | 2.45 | -- | 0.66 | 0.28 | -- | -- | -- | 259 | 115.6 | -- | -- | 0 |
| Median: | -- | 40 | -- | 75 | 0 | 0 | -- | -- | -- | 5.96 | -- | -- | -- | -- | -- | 9.9 | -- | -- | -- | -- | -- | 11.79 | -- | 5.71 | -- | 3.58 | 3.5 | -- | -- | -- | 952 | 419.5 | -- | -- | 22 |
| Loading (lb/day): | 52.35 | -- | -- | -- | 3.45 | -- | 7.73 | -- | 3.26 |
Sample Point Description: Abandoned Mine Dischage; Influent to VFW C; upwelling from 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.
Back Hayes Run Water Quality Report - PA19C |
Export Sample Point Report / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-24 | -- | 60 | Import | -6 | 50 | 53 | -- | -- | -- | 3.53 | -- | -- | -- | -- | -- | 14.1 | -- | -- | -- | -- | -- | 1.64 | -- | 6.32 | -- | 5.87 | 5.8 | -- | Mahaffey Laboratory | -- | 993 | 469 | -- | -- | 11 |
| 2010-04-02 | -- | 38 | Import | -16 | 45 | 45 | -- | -- | -- | 1.61 | -- | -- | -- | -- | -- | 10 | -- | -- | -- | -- | -- | 1.98 | -- | 5.61 | -- | 5.66 | 6.3 | -- | Mahaffey Laboratory | -- | 878 | 412 | -- | -- | <5 |
| 2012-05-07 | -- | -- | Import | 27 | 15 | 10 | -- | -- | -- | 5.36 | -- | -- | -- | -- | -- | 15 | -- | -- | -- | -- | -- | 1.76 | -- | 6.24 | -- | 5.26 | 5.3 | -- | -- | cu | 973 | 503 | -- | -- | 13 |
| 2015-05-21 | -- | -- | Import | 23.66 | -- | 0 | -- | -- | -- | 1.73 | -- | -- | -- | -- | -- | 13.4 | -- | -- | -- | -- | -- | 16.13 | -- | 4.96 | -- | 5.4 | 3.91 | -- | -- | SWP | 885 | 427.8 | -- | -- | 16 |
| 2018-12-11 | -- | -- | Import | 13.13 | 16 | 1.92 | -- | -- | -- | 2.09 | -- | -- | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | 2.27 | -- | 4.04 | -- | 5.6 | 4.93 | -- | -- | STOUGHTON | 766 | 370.5 | -- | -- | 5 |
| 2020-07-07 | -- | 40 | -- | -9 | -- | 32 | -- | -- | -- | 2.86 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 5.46 | -- | 5.49 | -- | 5.92 | 6.6 | -- | Mahaffey | -- | 897 | 427 | -- | -- | 18 |
| Minimum: | -- | 38 | 0 | -16 | 15 | 0 | -- | -- | -- | 1.61 | -- | -- | -- | -- | -- | 5.1 | -- | -- | -- | -- | -- | 1.64 | -- | 4.04 | -- | 5.26 | 3.91 | -- | 0 | 0 | 766 | 370.5 | -- | -- | 5 |
| Maximum: | -- | 60 | 0 | 27 | 50 | 53 | -- | -- | -- | 5.36 | -- | -- | -- | -- | -- | 15 | -- | -- | -- | -- | -- | 16.13 | -- | 6.32 | -- | 5.92 | 6.6 | -- | 0 | 0 | 993 | 503 | -- | -- | 18 |
| Average: | -- | 46 | 0 | 5.47 | 31.50 | 24 | -- | -- | -- | 2.86 | -- | -- | -- | -- | -- | 11.5 | -- | -- | -- | -- | -- | 4.87 | -- | 5.44 | -- | 5.62 | 5.47 | -- | 0 | 0 | 899 | 434.9 | -- | -- | 12.6 |
| Range: | -- | 22 | -- | 43 | 35 | 53 | -- | -- | -- | 3.75 | -- | -- | -- | -- | -- | 9.9 | -- | -- | -- | -- | -- | 14.49 | -- | 2.28 | -- | 0.66 | 2.69 | -- | -- | -- | 227 | 132.5 | -- | -- | 13 |
| Median: | -- | 40 | -- | 3.57 | 30.5 | 21 | -- | -- | -- | 2.48 | -- | -- | -- | -- | -- | 13.4 | -- | -- | -- | -- | -- | 2.13 | -- | 5.55 | -- | 5.63 | 5.55 | -- | -- | -- | 891 | 427.4 | -- | -- | 13 |
| Loading (lb/day): | -5.32 | 28.31 | 24.72 | -- | 1.55 | -- | 1.57 | -- | 3.25 |
Sample Point Description: Effluent of VFW C
- 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.
Back Hayes Run Water Quality Report - PA19C1 |
Export Sample Point Report / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2007-01-11 | -- | -- | SIS | 6.6 | -- | 34.4 | -- | -- | -- | 3.31 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.86 | -- | 6.501 | -- | -- | 6.4 | -- | -- | -- | -- | 484.5 | -- | -- | 24 |
| 2012-10-15 | -- | -- | SIS | 2.4 | -- | 6.8 | -- | -- | -- | 4.263 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.872 | -- | 5.787 | -- | -- | 5.5 | -- | -- | -- | -- | 482.9 | -- | -- | 16 |
| Minimum: | -- | -- | 0 | 2.4 | -- | 6.8 | -- | -- | -- | 3.31 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.86 | -- | 5.787 | -- | -- | 5.5 | -- | -- | -- | -- | 482.9 | -- | -- | 16 |
| Maximum: | -- | -- | 0 | 6.6 | -- | 34.4 | -- | -- | -- | 4.263 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.872 | -- | 6.501 | -- | -- | 6.4 | -- | -- | -- | -- | 484.5 | -- | -- | 24 |
| Average: | -- | -- | 0 | 4.50 | -- | 21 | -- | -- | -- | 3.79 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.37 | -- | 6.14 | -- | -- | 5.95 | -- | -- | -- | -- | 483.7 | -- | -- | 20.0 |
| Range: | -- | -- | -- | 4.2 | -- | 27.6 | -- | -- | -- | 0.953 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.012 | -- | 0.714 | -- | -- | 0.9 | -- | -- | -- | -- | 1.6 | -- | -- | 8 |
| Median: | -- | -- | -- | 4.5 | -- | 20.6 | -- | -- | -- | 3.79 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.37 | -- | 6.14 | -- | -- | 5.95 | -- | -- | -- | -- | 483.7 | -- | -- | 20 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: DISCHARGE FROM SAP1 ON BACK SIDE HAYES RUN 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.
Back Hayes Run Water Quality Report - PA19D |
Export Sample Point Report / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2007-01-11 | -- | 265 | SIS | 6 | -- | 38.8 | -- | -- | -- | 1.51 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.442 | -- | 6.407 | -- | -- | 6.9 | -- | -- | -- | -- | 474.8 | -- | -- | 10 |
| 2009-09-24 | -- | 175 | Import | 14 | 25 | 37 | -- | -- | -- | 0.28 | -- | -- | -- | -- | -- | 17.5 | -- | -- | -- | -- | -- | 0.22 | -- | 6.17 | -- | 6.53 | 5.8 | -- | Mahaffey Laboratory | -- | 957 | 462 | -- | -- | <5 |
| 2010-04-02 | -- | 120 | Import | -4 | 25 | 34 | -- | -- | -- | 0.98 | -- | -- | -- | -- | -- | 14.4 | -- | -- | -- | -- | -- | 0.59 | -- | 5.77 | -- | 6.25 | 6.3 | -- | Mahaffey Laboratory | -- | 861 | 413 | -- | -- | <5 |
| 2012-05-07 | -- | 250 | Import | 34 | 5 | 9 | -- | -- | -- | 2.33 | -- | -- | -- | -- | -- | 17 | -- | -- | -- | -- | -- | 0.69 | -- | 6.02 | -- | 5.12 | 5.1 | -- | -- | cu | 952 | 493 | -- | -- | <5.0 |
| 2012-10-15 | -- | -- | SIS | -21 | -- | 23.8 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.3 | -- | 5.472 | -- | -- | 6.3 | -- | -- | -- | -- | 464.8 | -- | -- | 5 |
| 2015-05-21 | -- | -- | Import | -7.34 | -- | 19.69 | -- | -- | -- | 0.41 | -- | -- | -- | -- | -- | 15.2 | -- | -- | -- | -- | -- | 4 | -- | 4.94 | -- | 6.4 | 6.17 | -- | -- | SWP | 886 | 477.8 | -- | -- | 8 |
| 2018-12-11 | -- | -- | Import | 4.58 | 36 | 6.6 | -- | -- | -- | 1.6 | -- | -- | -- | -- | -- | 5 | -- | -- | -- | -- | -- | 2.82 | -- | 4.07 | -- | 6 | 5.64 | -- | -- | STOUGHTON | 756 | 374.8 | -- | -- | 5 |
| 2020-07-07 | -- | 15 | -- | -13 | -- | 27 | -- | -- | -- | 0.07 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.2 | -- | 4.52 | -- | 6.64 | 6.7 | -- | Mahaffey | -- | 884 | 425 | -- | -- | 3 |
| Minimum: | -- | 15 | 0 | -21 | 5 | 6.6 | -- | -- | -- | 0.07 | -- | -- | -- | -- | -- | 5 | -- | -- | -- | -- | -- | 0.2 | -- | 4.07 | -- | 5.12 | 5.1 | -- | 0 | 0 | 756 | 374.8 | -- | -- | 3 |
| Maximum: | -- | 265 | 0 | 34 | 36 | 38.8 | -- | -- | -- | 2.33 | -- | -- | -- | -- | -- | 17.5 | -- | -- | -- | -- | -- | 4 | -- | 6.407 | -- | 6.64 | 6.9 | -- | 0 | 0 | 957 | 493 | -- | -- | 10 |
| Average: | -- | 165 | 0 | 1.66 | 22.75 | 24 | -- | -- | -- | 0.96 | -- | -- | -- | -- | -- | 13.8 | -- | -- | -- | -- | -- | 1.16 | -- | 5.42 | -- | 6.16 | 6.11 | -- | 0 | 0 | 883 | 448.2 | -- | -- | 6.2 |
| Range: | -- | 250 | -- | 55 | 31 | 32.2 | -- | -- | -- | 2.26 | -- | -- | -- | -- | -- | 12.5 | -- | -- | -- | -- | -- | 3.8 | -- | 2.337 | -- | 1.52 | 1.8 | -- | -- | -- | 201 | 118.2 | -- | -- | 7 |
| Median: | -- | 175 | -- | 0.29 | 25 | 25.4 | -- | -- | -- | 0.74 | -- | -- | -- | -- | -- | 15.2 | -- | -- | -- | -- | -- | 0.52 | -- | 5.62 | -- | 6.33 | 6.24 | -- | -- | -- | 885 | 463.4 | -- | -- | 5 |
| Loading (lb/day): | 28.52 | 34.56 | 56.47 | -- | 2.77 | -- | 0.97 | -- | 12.12 |
Sample Point Description: DSCH FROM SETTLING BASIN ON BACK SIDE HAYES RUN TRMT SYSTEMEffluent 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.
Back Hayes Run Water Quality Report - PA19E |
Export Sample Point Report / Inflow: No / Outflow: Yes
Date | Method of Flow | Flow - Field (gal/min) | Source | Acidity - Lab (mg/L) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | D. Al - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | T. Al - Lab (mg/L) | Chloride (Total) (mg/L) Lab | Comments | D. O (mg/L) Field | T. Fe - Field (mg/L) | D. O (mg/L) Lab | Temp - Field (C) | K (mg/L) Lab | Full - Na (mg/L) Lab | D. Fe - Lab (mg/L) | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. Fe - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Mn - Lab (mg/L) | ORP - Field (mvolts) | pH - Field (S.U.) | pH - Lab (S.U.) | Sampler Company | Sampler Lab | Sampler Person | Cond - Lab (umhos/cm) | Sulfate (Mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | TSS - Lab (mg/L) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2005-11-08 | -- | -- | SIS | -44.6 | -- | 86.6 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.4 | -- | 5.51 | -- | -- | 7.3 | -- | -- | -- | -- | 560.8 | -- | -- | 18 |
| 2006-02-16 | -- | 52.5 | SIS | -54.4 | -- | 87.8 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.407 | -- | 3.77 | -- | -- | 7.8 | -- | -- | -- | -- | 401.2 | -- | -- | 3 |
| 2006-06-29 | -- | 6 | SIS | -17.2 | -- | 30 | -- | -- | -- | 1.46 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 1.24 | -- | 0.448 | -- | -- | 6.5 | -- | -- | -- | -- | 94.6 | -- | -- | 18 |
| 2006-08-24 | -- | 105 | SIS | -65.8 | -- | 79.6 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.53 | -- | 0.598 | -- | -- | 8 | -- | -- | -- | -- | 342 | -- | -- | 14 |
| 2006-12-20 | -- | 180 | SIS | 0.2 | -- | 39.8 | -- | -- | -- | 0.866 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.381 | -- | 5.68 | -- | -- | 7.1 | -- | -- | -- | -- | 501 | -- | -- | 6 |
| 2009-09-24 | -- | 175 | Import | 8 | 25 | 34 | -- | -- | -- | 0.06 | -- | -- | -- | -- | -- | 17.7 | -- | -- | -- | -- | -- | 0.05 | -- | 4.47 | -- | 6.58 | 5.9 | -- | Mahaffey Laboratory | -- | 962 | 469 | -- | -- | <5 |
| 2010-04-02 | -- | 120 | Import | -4 | 25 | 31 | -- | -- | -- | 0.42 | -- | -- | -- | -- | -- | 16.3 | -- | -- | -- | -- | -- | 0.28 | -- | 5.23 | -- | 6.05 | 6.3 | -- | Mahaffey Laboratory | -- | 862 | 423 | -- | -- | <5 |
| 2012-05-07 | -- | 250 | Import | 28 | 5 | 8 | -- | -- | -- | 1.94 | -- | -- | -- | -- | -- | 17 | -- | -- | -- | -- | -- | 0.28 | -- | 6.25 | -- | 5.13 | 5 | -- | -- | cu | 941 | 489 | -- | -- | <5.0 |
| 2012-10-15 | -- | -- | SIS | -19.8 | -- | 24.4 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.3 | -- | 4.471 | -- | -- | 6.6 | -- | -- | -- | -- | 470.1 | -- | -- | 5 |
| 2015-05-21 | -- | -- | Import | -14.28 | -- | 26.95 | -- | -- | -- | <0.10 | -- | -- | -- | -- | -- | 15 | -- | -- | -- | -- | -- | 0.46 | -- | 4.43 | -- | 6.7 | 6.78 | -- | -- | SWP | 897 | 427.8 | -- | -- | <5 |
| 2018-12-11 | -- | 160 | Import | 4.18 | 19 | 6.61 | -- | -- | -- | 1.24 | -- | -- | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 2.42 | -- | 4.06 | -- | 6.1 | 5.7 | -- | -- | STOUGHTON | 686 | 391.1 | -- | -- | <5 |
| 2020-07-07 | -- | 70 | -- | -9 | -- | 24 | -- | -- | -- | <0.05 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.14 | -- | 4 | -- | 6.75 | 6.7 | -- | Mahaffey | -- | 875 | 428 | -- | -- | 2 |
| Minimum: | -- | 6 | 0 | -65.8 | 5 | 6.61 | -- | -- | -- | 0.06 | -- | -- | -- | -- | -- | 4.5 | -- | -- | -- | -- | -- | 0.05 | -- | 0.448 | -- | 5.13 | 5 | -- | 0 | 0 | 686 | 94.6 | -- | -- | 2 |
| Maximum: | -- | 250 | 0 | 28 | 25 | 87.8 | -- | -- | -- | 1.94 | -- | -- | -- | -- | -- | 17.7 | -- | -- | -- | -- | -- | 2.42 | -- | 6.25 | -- | 6.75 | 8 | -- | 0 | 0 | 962 | 560.8 | -- | -- | 18 |
| Average: | -- | 124 | 0 | -15.73 | 18.50 | 40 | -- | -- | -- | 0.80 | -- | -- | -- | -- | -- | 14.1 | -- | -- | -- | -- | -- | 0.57 | -- | 4.08 | -- | 6.22 | 6.64 | -- | 0 | 0 | 871 | 416.5 | -- | -- | 9.4 |
| Range: | -- | 244 | -- | 93.8 | 20 | 81.19 | -- | -- | -- | 1.88 | -- | -- | -- | -- | -- | 13.2 | -- | -- | -- | -- | -- | 2.37 | -- | 5.802 | -- | 1.62 | 3 | -- | -- | -- | 276 | 466.2 | -- | -- | 16 |
| Median: | -- | 120 | -- | -11.64 | 22 | 30.5 | -- | -- | -- | 0.5 | -- | -- | -- | -- | -- | 16.3 | -- | -- | -- | -- | -- | 0.39 | -- | 4.45 | -- | 6.34 | 6.65 | -- | -- | -- | 886 | 427.9 | -- | -- | 6 |
| Loading (lb/day): | -2.5 | 35.05 | 46.37 | -- | 1.48 | -- | 0.88 | -- | 6.93 |
Sample Point Description: Effluent of Aerobic Wetland and Final Effluent of Back Hayes 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.