Full Water Quality Report
Download Raw Water Quality Data CSVSample Point - Espy Run Upstream |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-11-05 | Import | flow meter | 131 | 7 | -- | -- | 8.8 | -- | -- | -- | 34.2 | -- | -- | 1.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-04-07 | Import | flow meter | 262 | 7 | -- | -- | 4.4 | -- | -- | -- | 68.4 | -- | -- | 0.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2011-08-12 | Import | flow meter | 170 | 7.3 | -- | -- | 21.1 | 7 | -- | -- | 51.3 | -- | -- | 0.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 143.6 | 7 | -- | -- | 4.4 | 4 | -- | -- | 51.3 | -- | -- | 2.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | Swoffer flow meter | 175 | 7.4 | -- | -- | 13.8 | 10 | -- | -- | 34.2 | -- | -- | 1.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| Minimum: | 0 | 0 | 131 | 7 | -- | -- | 4.4 | 4 | -- | -- | 34.2 | -- | -- | 0.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 262 | 7.4 | -- | -- | 21.1 | 10 | -- | -- | 68.4 | -- | -- | 2.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 176 | 7.14 | -- | -- | 10.5 | 7.00 | -- | -- | 47.88 | -- | -- | 1.26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 131 | 0.4 | -- | -- | 16.7 | 6 | -- | -- | 34.2 | -- | -- | 1.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 170 | 7 | -- | -- | 8.8 | 7 | -- | -- | 51.3 | -- | -- | 1.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 106.91 | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Espy Run above the treatment system and above 2 seeps that come out near an ATV stream crossing. There still may be other small seeps intermixed with groundwater from the swampy(headwater) area upstream. Orange flocculate seen sometimes, clear other times.
- 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 - 25-A1 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-11-05 | Import | flow meter | 403.7 | 6.75 | -- | -- | 11.1 | 0 | -- | -- | 136.8 | -- | -- | 16.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-04-07 | Import | -- | -- | 6.5 | -- | -- | 12.2 | na | -- | -- | 119.7 | -- | -- | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-08-12 | Import | flow meter | 300 | 7 | -- | -- | 14.4 | 0 | -- | -- | 85.5 | -- | -- | 26 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 354 | 7.5 | -- | -- | 11 | 3 | -- | -- | 153.9 | -- | -- | 10 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | Swoffer flow meter | 215 | 7.2 | -- | -- | 14.4 | 10 | -- | -- | 102.6 | -- | -- | 8.2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2015-05-28 | Import | -- | 135 | 6.87 | 6.8 | -- | 15.1 | -- | -- | 1120 | -- | 276 | -236 | -- | -- | 11.31 | -- | <0.05 | -- | 2.25 | -- | 244 | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-31 | Import | -- | -- | 6.6 | 7 | -- | 15 | -- | -- | 1130 | -- | 248 | -214 | -- | -- | 11.54 | -- | 0.13 | -- | 2.83 | -- | 218 | 15 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MH | -- | -- | -- |
| 2021-05-12 | -- | assumed | 318 | 7.51 | 7.5 | -8.6 | -- | 8 | -- | 1000 | -- | 243 | -62.99 | -- | -- | 6.31 | -- | 0.47 | -- | 2.63 | -- | 189 | 38.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-26 | -- | Measured | 49 | 6.89 | 7.28 | -122.6 | 17.0 | 4.92 | -- | 1024 | 260 | 228.4 | -201.09 | 4.1 | -- | 4.06 | -- | 0.16 | -- | 2.23 | -- | 185.4 | 24 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 49 | 6.5 | 6.8 | -122.6 | 11 | 0 | -- | 1000 | 85.5 | 228.4 | -236 | 4.1 | -- | 4.06 | -- | 0.13 | -- | 2.23 | -- | 185.4 | 14 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 403.7 | 7.51 | 7.5 | -8.6 | 17.0 | 10 | -- | 1130 | 260 | 276 | -62.99 | 26 | -- | 11.54 | -- | 0.47 | -- | 2.83 | -- | 244 | 38.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 254 | 6.98 | 7.15 | -66 | 13.8 | 3.70 | -- | 1,069 | 143.08 | 249 | -178.5 | 12.85 | -- | 8.31 | -- | 0.25 | -- | 2.49 | -- | 209.1 | 23.0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 354.7 | 1.01 | 0.7 | 114 | 6 | 10 | -- | 130 | 174.5 | 47.6 | 173.01 | 21.9 | -- | 7.48 | -- | 0.34 | -- | 0.6 | -- | 58.6 | 24.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 300 | 6.89 | 7.14 | -65.6 | 14.4 | 4.92 | -- | 1072 | 128.25 | 245.5 | -207.55 | 11 | -- | 8.81 | -- | 0.16 | -- | 2.44 | -- | 203.5 | 19.5 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 409.05 | 503.74 | -247.39 | 14.95 | -- | 0.95 | -- | 5.01 | -- |
Sample Point Description: Below the main Espy Run Discharge as it up-wells out of the ground and before it enters the Phase 1 Treatment System. Additional discharges are seen above in a swampy area of less than an acre. AKA Espy Run TS Influent.
- 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 - 25-A2 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-09 | SIS | -- | -- | -- | 6.9 | -- | -- | -- | -- | -- | -- | 299 | -281 | -- | 16.01 | 17 | -- | 0.2 | -- | 2.88 | -- | 228.6 | 26 | 97.2 | -- | -- | 40.1 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-03-22 | SIS | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | -- | 288.4 | -276.8 | -- | 14.66 | 17 | -- | 0.2 | -- | 2.9 | -- | 262.7 | 12 | 99.3 | -- | -- | 40.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-08-12 | Import | pipe full calc | 308 | 7 | -- | -- | 14.4 | 3 | -- | -- | 102.6 | -- | -- | 12 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 277 | 7 | -- | -- | 13.8 | 0 | -- | -- | 102.6 | -- | -- | 11 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | pipe full calc | 296 | 7.2 | -- | -- | 12.7 | 0 | -- | -- | 102.6 | -- | -- | 34 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-05-24 | Import | -- | 583 | 7 | 7 | -- | 54 | -- | -- | 991 | -- | 282 | -261 | -- | -- | 14.48 | -- | <0.05 | -- | 2.36 | -- | 171 | 16 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MAH/REH | -- | -- | -- |
| 2015-05-28 | Import | -- | 314 | 6.77 | 6.7 | -- | 12.2 | -- | -- | 1140 | -- | 289 | -245 | -- | -- | 18.73 | -- | <0.05 | -- | 3.02 | -- | 240 | 17 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-31 | Import | -- | -- | 6.76 | 6.8 | -- | 12.6 | -- | -- | 1160 | -- | 278 | -238 | -- | -- | 19.06 | -- | <0.05 | -- | 3.03 | -- | 211 | 18 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MH | -- | -- | -- |
| 2021-05-12 | -- | measured | 318 | 7 | 7.37 | 13 | -- | 2 | -- | 1140 | -- | 285 | -90.7 | -- | -- | 17.5 | -- | <0.100 | -- | 2.85 | -- | 210 | 18.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-26 | -- | Estimated | 99 | 6.53 | 7.00 | -143.9 | 12.2 | 0.98 | -- | 1070 | 310 | 257.46 | -179.73 | 7.2 | -- | 2.26 | -- | <0.10 | -- | 2.16 | -- | 221.1 | 15 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 99 | 6.53 | 6.7 | -143.9 | 12.2 | 0 | -- | 991 | 102.6 | 257.46 | -281 | 7.2 | 14.66 | 2.26 | -- | 0.2 | -- | 2.16 | -- | 171 | 12 | 97.2 | -- | -- | 40.1 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 583 | 7.2 | 7.37 | 13 | 54 | 3 | -- | 1160 | 310 | 299 | -90.7 | 34 | 16.01 | 19.06 | -- | 0.2 | -- | 3.03 | -- | 262.7 | 26 | 99.3 | -- | -- | 40.8 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 314 | 6.91 | 7.00 | -65 | 18.8 | 1.20 | -- | 1,100 | 154.45 | 283 | -224.6 | 16.05 | 15.34 | 15.15 | -- | 0.20 | -- | 2.74 | -- | 220.6 | 17.5 | 98.25 | -- | -- | 40.45 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 484 | 0.67 | 0.67 | 156.9 | 41.8 | 3 | -- | 169 | 207.4 | 41.54 | 190.3 | 26.8 | 1.35 | 16.8 | -- | 0 | -- | 0.87 | -- | 91.7 | 14 | 2.1 | -- | -- | 0.7 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 308 | 7 | 7 | -65.45 | 12.7 | 0.98 | -- | 1140 | 102.6 | 285 | -245 | 11.5 | 15.34 | 17 | -- | 0.2 | -- | 2.88 | -- | 221.1 | 17 | 98.25 | -- | -- | 40.45 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 363.85 | 1115.67 | -828.57 | 60.44 | -- | -- | -- | 10.35 | -- |
Sample Point Description: AMD; Sampled at the pipe that takes water from the intake to the new pond A & B (Same as B1 and B2 on schematic). The pipe discharges into a channel that feeds both ponds. This channel is a half pipe that needs continual maintenance to remove the AMD sludge buildup and keep the water running to both ponds. AKA ESPYIN and Espy Run TS Influent New Pipe
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.
Sample Point - 25-A3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-08-12 | Import | flow meter | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 31.4 | 7.5 | -- | -- | 8.3 | 1 | -- | -- | 68.4 | -- | -- | 2.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2015-05-28 | Import | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 0 | 7.5 | -- | -- | 8.3 | 1 | -- | -- | 68.4 | -- | -- | 2.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 31.4 | 7.5 | -- | -- | 8.3 | 1 | -- | -- | 68.4 | -- | -- | 2.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 8 | 7.50 | -- | -- | 8.3 | 1.00 | -- | -- | 68.40 | -- | -- | 2.60 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 31.4 | 0 | -- | -- | 0 | 0 | -- | -- | 0 | -- | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 0 | 7.5 | -- | -- | 8.3 | 1 | -- | -- | 68.4 | -- | -- | 2.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 25.82 | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: This channel brings in a secondary discharge directly to pond A (Same as B1 on Schematic). This seep was unearthed during the building of the new portion of the treatment system. AKA Espy Run TS Influent New Channel.
- 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 - 25-D |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2009-09-09 | SIS | -- | -- | -- | 7.1 | -- | -- | -- | -- | -- | -- | 283.8 | -267.2 | -- | 6.07 | 8.82 | -- | 0.2 | -- | 2.76 | -- | 220.5 | 18 | 93.5 | -- | -- | 38.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-03-22 | SIS | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | -- | 284.2 | -279.2 | -- | 8 | 12.3 | -- | 0.2 | -- | 2.85 | -- | 294.1 | 22 | 97.9 | -- | -- | 40.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2010-11-05 | Import | flow meter | 345 | 7.5 | -- | -- | 11.1 | 6 | -- | -- | 102.6 | -- | -- | 8.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-04-07 | Import | flow meter | 77 | 7.5 | -- | -- | 12.2 | na | -- | -- | 102.6 | -- | -- | 2.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-08-12 | Import | flow meter | 622 | 7.6 | -- | -- | 21.1 | 8 | -- | -- | 119.7 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 502 | 7.5 | -- | -- | 8.8 | 5 | -- | -- | 119.7 | -- | -- | 6.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | Swoffer flow meter | 440 | 7.5 | -- | -- | 16.1 | 13 | -- | -- | 51.3 | -- | -- | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-05-24 | Import | -- | 413 | 7.5 | 7.6 | -- | 67 | -- | -- | 978 | -- | 265 | -242 | -- | -- | 2.56 | -- | <0.05 | -- | 1.88 | -- | 162 | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MAH/REH | -- | -- | -- |
| 2015-05-28 | Import | -- | 449 | 7.24 | 7.1 | -- | 23.7 | -- | -- | 1130 | -- | 269 | -232 | -- | -- | 2.67 | -- | <0.05 | -- | 1.9 | -- | 236 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2018-05-31 | Import | -- | -- | 6.85 | 7.1 | -- | 15.5 | -- | -- | 1100 | -- | 244 | -219 | -- | -- | 9.83 | -- | 0.33 | -- | 3.12 | -- | 224 | 7 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | MH | -- | -- | -- |
| 2021-05-12 | -- | assumed | 318 | 7.52 | 7.76 | 12.9 | -- | 8.43 | -- | 1120 | -- | 278 | -125.4 | -- | -- | 1.96 | -- | <0.100 | -- | 1.96 | -- | 217 | 2.4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2023-06-26 | -- | Estimated | 148 | 6.68 | 7.17 | -34.2 | 18.3 | 3.92 | -- | 1047 | 270 | 245.23 | -149.35 | 0.33 | -- | 0.32 | -- | <0.10 | -- | 2.47 | -- | 183.1 | 24 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| Minimum: | 0 | 0 | 77 | 6.68 | 7.1 | -34.2 | 8.8 | 3.92 | -- | 978 | 51.3 | 244 | -279.2 | 0.33 | 6.07 | 0.32 | -- | 0.2 | -- | 1.88 | -- | 162 | 0 | 93.5 | -- | -- | 38.9 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 622 | 7.6 | 7.76 | 12.9 | 67 | 13 | -- | 1130 | 270 | 284.2 | -125.4 | 8.4 | 8 | 12.3 | -- | 0.33 | -- | 3.12 | -- | 294.1 | 24 | 97.9 | -- | -- | 40.9 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 368 | 7.34 | 7.30 | -11 | 21.5 | 6.34 | -- | 1,075 | 127.65 | 267 | -216.3 | 4.32 | 7.04 | 5.49 | -- | 0.24 | -- | 2.42 | -- | 219.5 | 11.5 | 95.70 | -- | -- | 39.90 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 545 | 0.92 | 0.66 | 47.1 | 58.2 | 9.08 | -- | 152 | 218.7 | 40.2 | 153.8 | 8.07 | 1.93 | 11.98 | -- | 0.13 | -- | 1.24 | -- | 132.1 | 24 | 4.4 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 413 | 7.5 | 7.17 | -10.65 | 16.1 | 8 | -- | 1100 | 111.15 | 269 | -232 | 4.4 | 7.04 | 2.67 | -- | 0.2 | -- | 2.47 | -- | 220.5 | 7 | 95.7 | -- | -- | 39.9 | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 481.55 | 1066.55 | -799.62 | 8.79 | -- | -- | -- | 7.87 | -- |
Sample Point Description: The effluent from the Espy Run (Phase 1) Treatment System. Sample taken below the 2 weirs and before the discharge to the stream. Also known as ESPYOUT and Espy Run TS Effluent.
- 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 - Espy Run Downstream |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-11-05 | Import | flow meter | 699 | 7 | -- | -- | 10.5 | -- | -- | -- | 85.5 | -- | -- | 6.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Wren | -- | -- | -- |
| 2011-04-07 | Import | flow meter | 699 | 7.5 | -- | -- | 5 | -- | -- | -- | 102.6 | -- | -- | 6.6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2011-08-12 | Import | flow meter | 767 | 7.5 | -- | -- | 18.3 | 7 | -- | -- | 85.5 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-01-10 | Import | Swoffer flow meter | 646.3 | 7.5 | -- | -- | 7.2 | 6 | -- | -- | 102.6 | -- | -- | 4 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| 2012-03-15 | Import | Swoffer flow meter | 614 | 7.4 | -- | -- | 15.5 | -- | -- | -- | 17.1 | -- | -- | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | Mike & Robert | -- | -- | -- |
| Minimum: | 0 | 0 | 614 | 7 | -- | -- | 5 | 6 | -- | -- | 17.1 | -- | -- | 2 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Maximum: | 0 | 0 | 767 | 7.5 | -- | -- | 18.3 | 7 | -- | -- | 102.6 | -- | -- | 6.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Average: | 0 | 0 | 685 | 7.38 | -- | -- | 11.3 | 6.50 | -- | -- | 78.66 | -- | -- | 5.08 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Range: | 0 | 0 | 153 | 0.5 | -- | -- | 13.3 | 1 | -- | -- | 85.5 | -- | -- | 4.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Median: | 0 | 0 | 699 | 7.5 | -- | -- | 10.5 | 6.5 | -- | -- | 85.5 | -- | -- | 6 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0 | -- | -- | -- |
| Loading (lb/day): | 658.38 | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Espy Run downstream of the treatment system and the USGS gauging station.
- 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.