Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - 89OPCRaw |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Assumed | 80 | 3.32 | 3.28 | 430 | 21.1 | 7.87 | -- | 930 | 0 | 0 | 120.96 | -- | -- | 15.75 | -- | 7.33 | -- | -- | -- | 450.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 80 | 3.32 | 3.28 | 430 | 21.1 | 7.87 | -- | 930 | 0 | 0 | 120.96 | -- | -- | 15.75 | -- | 7.33 | -- | -- | -- | 450.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 80 | 3.32 | 3.28 | 430 | 21.1 | 7.87 | -- | 930 | 0 | 0 | 120.96 | -- | -- | 15.75 | -- | 7.33 | -- | -- | -- | 450.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 80 | 3.32 | 3.28 | 430 | 21.1 | 7.87 | -- | 930 | 0 | 0 | 121.0 | -- | -- | 15.75 | -- | 7.33 | -- | -- | -- | 450.3 | 13.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | -- | -- | 0 | -- | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 80 | 3.32 | 3.28 | 430 | 21.1 | 7.87 | -- | 930 | 0 | 0 | 120.96 | -- | -- | 15.75 | -- | 7.33 | -- | -- | -- | 450.3 | 13 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 116.32 | 15.15 | -- | 7.05 | -- | -- | -- |
Sample Point Description:
Somewhat arbitrary sample point location within the OPC that is used as one of the "raw untreated" AMD sources after various seeps are collected. Sample just upstream of the Pipe 1 & Pipe 2 discharges.
- 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 - APipe1 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Bucket | 2 | 3.61 | 3.45 | 375 | 13.7 | 5.53 | -- | 1759 | 0 | 0 | 450.34 | -- | -- | 83.58 | -- | 26.66 | -- | -- | -- | 1131.9 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 2 | 3.61 | 3.45 | 375 | 13.7 | 5.53 | -- | 1759 | 0 | 0 | 450.34 | -- | -- | 83.58 | -- | 26.66 | -- | -- | -- | 1131.9 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 2 | 3.61 | 3.45 | 375 | 13.7 | 5.53 | -- | 1759 | 0 | 0 | 450.34 | -- | -- | 83.58 | -- | 26.66 | -- | -- | -- | 1131.9 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 2 | 3.61 | 3.45 | 375 | 13.7 | 5.53 | -- | 1,759 | 0 | 0 | 450.3 | -- | -- | 83.58 | -- | 26.66 | -- | -- | -- | 1,131.9 | 11.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | -- | -- | 0 | -- | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 2 | 3.61 | 3.45 | 375 | 13.7 | 5.53 | -- | 1759 | 0 | 0 | 450.34 | -- | -- | 83.58 | -- | 26.66 | -- | -- | -- | 1131.9 | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 10.83 | 2.01 | -- | 0.64 | -- | -- | -- |
Sample Point Description:
AMD; One of the many AMD seep sources that are influent to the SR89 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 - APipe2 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Bucket | 20 | 3.36 | 3.43 | 434 | 11.2 | 2.19 | -- | 638 | 0 | 0 | 77.62 | -- | -- | 7 | -- | 4.28 | -- | -- | -- | 271.6 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 20 | 3.36 | 3.43 | 434 | 11.2 | 2.19 | -- | 638 | 0 | 0 | 77.62 | -- | -- | 7 | -- | 4.28 | -- | -- | -- | 271.6 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 20 | 3.36 | 3.43 | 434 | 11.2 | 2.19 | -- | 638 | 0 | 0 | 77.62 | -- | -- | 7 | -- | 4.28 | -- | -- | -- | 271.6 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 20 | 3.36 | 3.43 | 434 | 11.2 | 2.19 | -- | 638 | 0 | 0 | 77.6 | -- | -- | 7.00 | -- | 4.28 | -- | -- | -- | 271.6 | 6.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | -- | -- | 0 | -- | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 20 | 3.36 | 3.43 | 434 | 11.2 | 2.19 | -- | 638 | 0 | 0 | 77.62 | -- | -- | 7 | -- | 4.28 | -- | -- | -- | 271.6 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 18.66 | 1.68 | -- | 1.03 | -- | -- | -- |
Sample Point Description:
AMD; seep discharges through pipe. I think this is the longer more southern pipe that discharges into OPC
- 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 - 89OPC |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Assumed | 100 | 3.3 | 3.3 | 480 | 29 | 8.12 | -- | 921 | 0 | 0 | 84.91 | -- | -- | 4.39 | -- | 5.12 | -- | -- | -- | 386.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 100 | 3.3 | 3.3 | 480 | 29 | 8.12 | -- | 921 | 0 | 0 | 84.91 | -- | -- | 4.39 | -- | 5.12 | -- | -- | -- | 386.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 100 | 3.3 | 3.3 | 480 | 29 | 8.12 | -- | 921 | 0 | 0 | 84.91 | -- | -- | 4.39 | -- | 5.12 | -- | -- | -- | 386.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 100 | 3.30 | 3.30 | 480 | 29.0 | 8.12 | -- | 921 | 0 | 0 | 84.9 | -- | -- | 4.39 | -- | 5.12 | -- | -- | -- | 386.3 | 8.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | -- | -- | 0 | -- | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 100 | 3.3 | 3.3 | 480 | 29 | 8.12 | -- | 921 | 0 | 0 | 84.91 | -- | -- | 4.39 | -- | 5.12 | -- | -- | -- | 386.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | -- | 102.06 | 5.28 | -- | 6.15 | -- | -- | -- |
Sample Point Description:
Effluent of the SR89 OPC; Sampled at the end of the OPC before entering the VFP
- 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 - 89VFP |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Bucket | 103 | -- | 6.79 | -- | -- | -- | -- | 958 | -- | 184.1 | -152.87 | -- | -- | 11.82 | 4.43 | 0.4 | -- | -- | -- | 362.1 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 103 | -- | 6.79 | -- | -- | -- | -- | 958 | -- | 184.1 | -152.87 | -- | -- | 11.82 | 4.43 | 0.4 | -- | -- | -- | 362.1 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 103 | -- | 6.79 | -- | -- | -- | -- | 958 | -- | 184.1 | -152.87 | -- | -- | 11.82 | 4.43 | 0.4 | -- | -- | -- | 362.1 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 103 | -- | 6.79 | -- | -- | -- | -- | 958 | -- | 184 | -152.9 | -- | -- | 11.82 | 4.43 | 0.40 | -- | -- | -- | 362.1 | 42.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | -- | 0 | -- | -- | -- | -- | 0 | -- | 0 | 0 | -- | -- | 0 | 0 | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 103 | -- | 6.79 | -- | -- | -- | -- | 958 | -- | 184.1 | -152.87 | -- | -- | 11.82 | 4.43 | 0.4 | -- | -- | -- | 362.1 | 42 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | -- | 227.93 | -189.26 | 14.63 | 5.48 | 0.5 | -- | -- | -- |
Sample Point Description:
Effluent of the SR89 VFP
- 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 - 89SPWL |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2020-06-15 | -- | Assumed | 105 | 6.78 | 6.66 | 170 | 28.4 | 10.12 | -- | 922 | 97 | 82.45 | -70.72 | -- | -- | 3.45 | -- | 0.13 | -- | -- | -- | 415.2 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | G&C Coal Analysis, Inc | -- |
| Minimum: | -- | 0 | 105 | 6.78 | 6.66 | 170 | 28.4 | 10.12 | -- | 922 | 97 | 82.45 | -70.72 | -- | -- | 3.45 | -- | 0.13 | -- | -- | -- | 415.2 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Maximum: | -- | 0 | 105 | 6.78 | 6.66 | 170 | 28.4 | 10.12 | -- | 922 | 97 | 82.45 | -70.72 | -- | -- | 3.45 | -- | 0.13 | -- | -- | -- | 415.2 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Average: | -- | 0 | 105 | 6.78 | 6.66 | 170 | 28.4 | 10.12 | -- | 922 | 97.00 | 82 | -70.7 | -- | -- | 3.45 | -- | 0.13 | -- | -- | -- | 415.2 | 29.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Range: | -- | 0 | 0 | 0 | 0 | 0 | 0 | 0 | -- | 0 | 0 | 0 | 0 | -- | -- | 0 | -- | 0 | -- | -- | -- | 0 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Median: | -- | 0 | 105 | 6.78 | 6.66 | 170 | 28.4 | 10.12 | -- | 922 | 97 | 82.45 | -70.72 | -- | -- | 3.45 | -- | 0.13 | -- | -- | -- | 415.2 | 29 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- |
| Loading (lb/day): | 122.42 | 104.06 | -89.26 | 4.35 | -- | 0.16 | -- | -- | -- |
Sample Point Description:
Effluent of the SR89 Settling Pond/Wetland; Not a very well defined sampling point location
- 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 - SR89 |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Date | Source | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | Temp - Field (C) | D. O (mg/L) Field | D. O (mg/L) Lab | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Field (mg/L) | Fe+2 - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | Sulfate (Mg/L) Lab | TSS - Lab (mg/L) | Ca (Total) (mg/L) Lab | Ca (Dissolved) (mg/L) Lab | Chloride (Total) (mg/L) Lab | Mg (Total) (mg/L) Lab | Mg DO (mg/L) Lab | T. PO4 (mg/L) | D. PO4 (mg/L) | K (mg/L) Lab | Full - Na (mg/L) Lab | Zn (mg/L) Lab | D. O Zn (mg/L) Lab | Sampler Person | Sampler Company | Sampler Lab | Comments |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1995-07-27 | -- | -- | 30 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 0 | 314 | -- | -- | 48.4 | -- | 8.4 | -- | -- | -- | 640 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1995-09-14 | -- | -- | 60 | -- | 2.8 | -- | -- | -- | -- | -- | -- | 0 | 338 | -- | -- | 56 | -- | 11.9 | -- | -- | -- | 558 | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1995-10-12 | -- | -- | -- | -- | 2.8 | -- | -- | -- | -- | -- | -- | 0 | 366 | -- | -- | 53.3 | -- | 10.7 | -- | -- | -- | 532 | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1995-11-02 | -- | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | -- | 0 | 286 | -- | -- | 48.9 | -- | 10.3 | -- | -- | -- | 640 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1995-12-13 | -- | -- | -- | -- | 3 | -- | -- | -- | -- | -- | -- | 0 | 368 | -- | -- | 90.4 | -- | 10.8 | -- | -- | -- | 814 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-01-10 | -- | -- | -- | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 308 | -- | -- | 94.1 | -- | 9.8 | -- | -- | -- | 962 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-02-22 | -- | -- | -- | -- | 3 | -- | -- | -- | -- | -- | -- | 0 | 206 | -- | -- | 30.4 | -- | 6.9 | -- | -- | -- | 449 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-03-19 | -- | -- | -- | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 268 | -- | -- | 61.4 | -- | 9.3 | -- | -- | -- | 507 | 16 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-04-16 | -- | -- | -- | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 232 | -- | -- | 50.8 | -- | 8.2 | -- | -- | -- | 551 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-05-16 | -- | -- | -- | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 246 | -- | -- | 43.8 | -- | 9 | -- | -- | -- | 445 | 3 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-06-26 | -- | -- | 40 | -- | 3 | -- | -- | -- | -- | -- | -- | 0 | 88 | -- | -- | 56.6 | -- | 8.8 | -- | -- | -- | 429 | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-07-24 | -- | Estimated | 50 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 254 | -- | -- | 70 | -- | 7.8 | -- | -- | -- | 711 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-08-15 | -- | Estimated | 45 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 266 | -- | -- | 84 | -- | 7.8 | -- | -- | -- | 586 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-09-18 | -- | Measured | 50 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 228 | -- | -- | 50.7 | -- | 7.2 | -- | -- | -- | 552 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-10-24 | -- | Measured | 45 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 226 | -- | -- | 74.4 | -- | 7.6 | -- | -- | -- | 628 | 16 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1996-12-11 | -- | Measured | 60 | -- | 3.3 | -- | -- | -- | -- | -- | -- | 0 | 214 | -- | -- | 45.7 | -- | 6.3 | -- | -- | -- | 462 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-02-25 | -- | Measured | 60 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 202 | -- | -- | 57.9 | -- | 6.3 | -- | -- | -- | 557 | 22 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-03-19 | -- | Measured | 78 | -- | 6 | -- | -- | -- | -- | -- | -- | 13.4 | 2.2 | -- | -- | 0.8 | -- | 0 | -- | -- | -- | 97 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-04-15 | -- | Measured | 66 | -- | 3.4 | -- | -- | -- | -- | -- | -- | 0 | 188 | -- | -- | 53.5 | -- | 8.3 | -- | -- | -- | 527 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-06-25 | -- | Measured | 55 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 240 | -- | -- | 51.7 | -- | 7.6 | -- | -- | -- | 578 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-07-15 | -- | Measured | 50 | -- | 3 | -- | -- | -- | -- | -- | -- | 0 | 226 | -- | -- | 48.7 | -- | 7.4 | -- | -- | -- | 616 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-08-20 | -- | Measured | 29 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 282 | -- | -- | 61.5 | -- | 8.2 | -- | -- | -- | 615 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-09-17 | -- | Measured | 29 | -- | 2.9 | -- | -- | -- | -- | -- | -- | 0 | 344 | -- | -- | 70.8 | -- | 10.1 | -- | -- | -- | 714 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1997-12-11 | -- | Measured | 36 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 212 | -- | -- | 44 | -- | 7.6 | -- | -- | -- | 451 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1998-01-21 | -- | Measured | 40 | -- | 3.3 | -- | -- | -- | -- | -- | -- | 0 | 204 | -- | -- | 49 | -- | 6.39 | -- | -- | -- | 447.5 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1998-02-27 | -- | Measured | 36 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 212 | -- | -- | 49.2 | -- | 6.93 | -- | -- | -- | 488 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1998-03-25 | -- | Assumed | 64 | -- | 3.2 | -- | -- | -- | -- | -- | -- | 0 | 204 | -- | -- | 49.3 | -- | 6.55 | -- | -- | -- | 455.3 | 8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1998-05-19 | -- | Measured | 145 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 184 | -- | -- | 33.2 | -- | 6.86 | -- | -- | -- | 482.2 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1998-09-16 | -- | Estimated | 30 | -- | 3.1 | -- | -- | -- | -- | -- | -- | 0 | 266 | -- | -- | 52.4 | -- | 7.03 | -- | -- | -- | 790.3 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1999-03-31 | -- | -- | -- | -- | 3 | -- | -- | -- | -- | -- | -- | 0 | 236 | -- | -- | 39 | -- | 9.67 | -- | -- | -- | 133.8 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1999-06-16 | -- | -- | -- | -- | 2.9 | -- | -- | -- | -- | -- | -- | 0 | 266 | -- | -- | 33.1 | -- | 9.51 | -- | -- | -- | 509.7 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 1999-09-14 | -- | -- | -- | -- | 2.8 | -- | -- | -- | -- | -- | -- | 0 | 344 | -- | -- | 57 | -- | 10.1 | -- | -- | -- | 802.6 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | PA DEP | PA DEP | -- |
| 2001-06-07 | -- | -- | -- | -- | 2.73 | -- | 28 | -- | -- | 1663 | -- | 0 | 391.07 | -- | -- | 16.35 | 15.6 | 8.05 | -- | -- | -- | 731.5 | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | BioMost | G and C Coal Lab | -- |
| 2017-06-15 | -- | Cross-section | 75.3 | 2.53 | 3.18 | -- | 18 | -- | -- | 947.7 | -- | 0 | 120 | -- | -- | 12.8 | 14.8 | 7.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | BAI | Geochemical | -- |
| Minimum: | -- | 0 | 29 | 2.53 | 2.73 | -- | 18 | -- | -- | 947.7 | -- | 0 | 2.2 | -- | -- | 0.8 | 14.8 | 0 | -- | -- | -- | 97 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Maximum: | -- | 0 | 145 | 2.53 | 6 | -- | 28 | -- | -- | 1663 | -- | 13.4 | 391.07 | -- | -- | 94.1 | 15.6 | 11.9 | -- | -- | -- | 962 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Average: | -- | 0 | 53 | 2.53 | 3.15 | -- | 23.0 | -- | -- | 1,305 | -- | 0 | 245.0 | -- | -- | 51.15 | 15.20 | 8.08 | -- | -- | -- | 559.5 | 6.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Range: | -- | 0 | 116 | 0 | 3.27 | -- | 10 | -- | -- | 715.3 | -- | 13.4 | 388.87 | -- | -- | 93.3 | 0.8 | 11.9 | -- | -- | -- | 865 | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Median: | -- | 0 | 50 | 2.53 | 3.1 | -- | 23 | -- | -- | 1305.35 | -- | 0 | 238 | -- | -- | 50.75 | 15.2 | 7.93 | -- | -- | -- | 552 | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | 0 | -- |
| Loading (lb/day): | -- | 12.56 | 131.03 | 30.04 | 13.4 | 4.77 | -- | -- | -- |
Sample Point Description:
AMD; SR89 discharge; Currently, this data is pre-construction from 1995- 2017 with most data being collected prior to 2002.
- 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.