Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - ER13A |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-12-17 | -- | -- | 3.9 | 4.1 | -- | -- | 4.6 | 708 | -- | 3 | 59 | 0.85 | -- | 12.20 | -- | 5.05 | -- | 380 | <5.0 | -- |
| 2011-01-20 | -- | -- | -- | 3.9 | -- | -- | -- | 804 | -- | 0 | 75 | 0.81 | -- | 14.90 | -- | 6.27 | -- | 410 | <5.0 | -- |
| 2011-02-24 | -- | -- | -- | 4.0 | -- | -- | -- | 503 | -- | 0 | 45 | 0.52 | -- | 8.12 | -- | 3.31 | -- | 240 | <5.0 | -- |
| 2011-03-28 | -- | 115 | 3.9 | 4.1 | -- | -- | 7.7 | 519 | -- | 1 | 71 | 0.44 | -- | 8.22 | -- | 3.74 | -- | 263 | <5.0 | -- |
| 2011-04-26 | -- | -- | 3.3 | 4.0 | -- | -- | 16.2 | 488 | -- | 0 | 45 | 0.33 | -- | 7.13 | -- | 2.92 | -- | 209 | <5.0 | -- |
| 2011-05-20 | -- | -- | 4.0 | 4.0 | -- | -- | 12.2 | 578 | -- | 0 | 47 | 0.42 | -- | 9.49 | -- | 4.55 | -- | 264 | <5.0 | -- |
| 2011-06-29 | -- | -- | 3.4 | 3.7 | -- | -- | 21.7 | 1000 | -- | 0 | 110 | 0.62 | -- | 18.90 | -- | 7.42 | -- | 527 | <5.0 | -- |
| 2011-07-29 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-08-30 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-09-30 | -- | -- | -- | 3.8 | -- | -- | -- | 872 | -- | 0 | 75 | 0.51 | -- | 14.00 | -- | 5.82 | -- | 418 | <5.0 | -- |
| 2011-10-24 | -- | -- | 4.2 | 3.9 | -- | -- | 11.8 | 637 | -- | 0 | 64 | 0.58 | -- | 11.90 | -- | 4.81 | -- | 302 | <5.0 | -- |
| 2011-11-18 | -- | -- | 4.3 | 3.9 | -- | -- | 7.7 | 710 | -- | 0 | 73 | 0.57 | -- | 12.90 | -- | 5.24 | -- | 363 | <5.0 | -- |
| 2011-12-20 | -- | -- | 4.5 | 3.9 | -- | -- | 6.9 | 632 | -- | 0 | 61 | 0.50 | -- | 10.20 | -- | 4.54 | -- | 294 | <5.0 | -- |
| 2012-01-30 | -- | -- | 4.4 | 4.0 | -- | -- | 6.1 | 478 | -- | 1 | 49 | 0.46 | -- | 7.37 | -- | 3.02 | -- | 204 | <5.0 | -- |
| 2015-05-20 | -- | 35 | 3.73 | 3.8 | -- | -- | 15 | 777 | -- | 0 | 77 | 0.59 | -- | 14.14 | -- | 6.12 | -- | 392 | <5 | -- |
| 2018-05-08 | -- | -- | 4.17 | 4.0 | -- | -- | 12.38 | 540 | -- | 0 | 58 | 0.32 | -- | 8.16 | -- | 3.84 | -- | 241 | 3 | -- |
| 2021-05-11 | -- | 300 | 4.57 | 4.42 | -- | -- | -- | 293 | -- | <20.0 | 31.76 | <0.200 | -- | 3.73 | -- | 1.76 | -- | 120 | 3.2 | -- |
| 2023-05-09 | Measured | 31.4 | 3.89 | 3.96 | -- | -- | 16.3 | 431 | -- | <0.10 | 64.09 | 0.18 | -- | 5.56 | -- | <0.10 | -- | 173.1 | 5 | -- |
| Minimum: | 0 | 0 | 3.3 | 3.7 | -- | -- | 4.6 | 293 | -- | 0 | 31.76 | 0.18 | -- | 3.73 | -- | 1.76 | -- | 120 | 3 | -- |
| Maximum: | 0 | 300 | 4.57 | 4.42 | -- | -- | 21.7 | 1000 | -- | 3 | 110 | 0.85 | -- | 18.90 | -- | 7.42 | -- | 527 | 5 | -- |
| Average: | 0 | 80 | 4.02 | 3.97 | -- | -- | 11.6 | 623 | -- | 0 | 62.8 | 0.51 | -- | 10.43 | -- | 4.56 | -- | 300.0 | 3.7 | -- |
| Range: | 0 | 300 | 1.27 | 0.72 | -- | -- | 17.1 | 707 | -- | 3 | 78.24 | 0.67 | -- | 15.17 | -- | 5.66 | -- | 407 | 2 | -- |
| Median: | 0 | 33.2 | 4 | 3.98 | -- | -- | 12 | 605 | -- | 0 | 62.5 | 0.51 | -- | 9.85 | -- | 4.55 | -- | 279 | 3.2 | -- |
| Loading (lb/day): | -- | 1.38 | 67.31 | 0.31 | -- | 8.22 | -- | 4.7 | -- |
Sample Point Description: AMD; Influent to the ER 13/14 passive system; A limestone channel collects and conveys the discharges to the Forebay (Equilization Basin) of the treatment system. It is uncertain if the influent is at the 36" pipes going into the Forebay or pipes coming out of Forebay.
- 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 - ER13B |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-06-29 | -- | -- | 6.1 | 5.7 | -- | -- | 25.7 | 921 | -- | 12 | 47 | 3.33 | -- | 15.30 | -- | 2.53 | -- | 461 | 20 | -- |
| 2023-05-09 | Measured | 31.4 | 6.55 | 6.83 | -- | -- | 14 | 459 | -- | 32.96 | -25.87 | <0.10 | -- | 2.67 | -- | <0.10 | -- | 185.2 | 12 | -- |
| Minimum: | 0 | 31.4 | 6.1 | 5.7 | -- | -- | 14 | 459 | -- | 12 | -25.87 | 3.33 | -- | 2.67 | -- | 2.53 | -- | 185.2 | 12 | -- |
| Maximum: | 0 | 31.4 | 6.55 | 6.83 | -- | -- | 25.7 | 921 | -- | 32.96 | 47 | 3.33 | -- | 15.30 | -- | 2.53 | -- | 461 | 20 | -- |
| Average: | 0 | 31 | 6.33 | 6.27 | -- | -- | 19.9 | 690 | -- | 22 | 10.6 | 3.33 | -- | 8.99 | -- | 2.53 | -- | 323.1 | 16.0 | -- |
| Range: | 0 | 0 | 0.45 | 1.13 | -- | -- | 11.7 | 462 | -- | 20.96 | 72.87 | 0 | -- | 12.63 | -- | 0 | -- | 275.8 | 8 | -- |
| Median: | 0 | 31.4 | 6.33 | 6.27 | -- | -- | 19.85 | 690 | -- | 22.48 | 10.57 | 3.33 | -- | 8.99 | -- | 2.53 | -- | 323.1 | 16 | -- |
| Loading (lb/day): | -- | 12.44 | -9.76 | -- | -- | 1.01 | -- | -- | -- |
Sample Point Description: Effluent of Vertical Flow Pond 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.
Sample Point - ER13C |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-06-29 | -- | -- | 7.5 | 7.0 | -- | -- | 26.0 | 894 | -- | 144 | -83 | 1.02 | -- | 11.20 | -- | 1.62 | -- | 371 | 20 | -- |
| 2018-05-08 | -- | -- | 5.45 | 6.4 | -- | -- | 14.66 | 537 | -- | 11 | 32 | 0.51 | -- | 6.86 | -- | 0.76 | -- | 249 | 8 | -- |
| 2021-05-11 | -- | 300 | 5.92 | 5.98 | -- | -- | -- | 325 | -- | <20.0 | -2 | 0.244 | -- | 3.25 | -- | 0.944 | -- | 145 | 6.4 | -- |
| 2023-05-09 | Measured | 31.4 | 6.61 | 7.07 | -- | -- | 18.2 | 482 | -- | 33.4 | -19.99 | <0.10 | -- | 2.98 | -- | <0.10 | -- | 188.9 | <5 | -- |
| Minimum: | 0 | 31.4 | 5.45 | 5.98 | -- | -- | 14.66 | 325 | -- | 11 | -83 | 0.244 | -- | 2.98 | -- | 0.76 | -- | 145 | 6.4 | -- |
| Maximum: | 0 | 300 | 7.5 | 7.07 | -- | -- | 26.0 | 894 | -- | 144 | 32 | 1.02 | -- | 11.20 | -- | 1.62 | -- | 371 | 20 | -- |
| Average: | 0 | 166 | 6.37 | 6.61 | -- | -- | 19.6 | 560 | -- | 63 | -18.3 | 0.59 | -- | 6.07 | -- | 1.11 | -- | 238.5 | 11.5 | -- |
| Range: | 0 | 268.6 | 2.05 | 1.09 | -- | -- | 11.34 | 569 | -- | 133 | 115 | 0.776 | -- | 8.22 | -- | 0.86 | -- | 226 | 13.6 | -- |
| Median: | 0 | 165.7 | 6.27 | 6.7 | -- | -- | 18.2 | 509.5 | -- | 33.4 | -11 | 0.51 | -- | 5.06 | -- | 0.94 | -- | 218.95 | 8 | -- |
| Loading (lb/day): | -- | 12.61 | -7.38 | 0.88 | -- | 6.42 | -- | 3.4 | -- |
Sample Point Description: Effluent of Settling Basin 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.
Sample Point - ER13D |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-06-29 | -- | -- | 7.0 | 7.2 | -- | -- | 21.3 | 886 | -- | 262 | -183 | 0.57 | -- | 7.61 | -- | 0.28 | -- | 230 | 6 | -- |
| 2018-05-08 | -- | -- | 6.08 | 6.9 | -- | -- | 13.55 | 601 | -- | 47 | -11 | 1.13 | -- | 4.98 | -- | <0.05 | -- | 257 | 5 | -- |
| 2021-05-11 | -- | 300 | 6.52 | 6.5 | -- | -- | -- | 407 | -- | 25.5 | 0.28 | 0.829 | -- | 2.26 | -- | <0.100 | -- | 162 | <1.60 | -- |
| 2023-05-09 | Measured | 31.4 | 7.01 | 7.26 | -- | -- | 14.2 | 555 | -- | 73.12 | -45.48 | 0.1 | -- | 0.27 | -- | <0.10 | -- | 189.1 | <5 | -- |
| Minimum: | 0 | 31.4 | 6.08 | 6.5 | -- | -- | 13.55 | 407 | -- | 25.5 | -183 | 0.1 | -- | 0.27 | -- | 0.28 | -- | 162 | 5 | -- |
| Maximum: | 0 | 300 | 7.01 | 7.26 | -- | -- | 21.3 | 886 | -- | 262 | 0.28 | 1.13 | -- | 7.61 | -- | 0.28 | -- | 257 | 6 | -- |
| Average: | 0 | 166 | 6.65 | 6.97 | -- | -- | 16.4 | 612 | -- | 102 | -59.8 | 0.66 | -- | 3.78 | -- | 0.28 | -- | 209.5 | 5.5 | -- |
| Range: | 0 | 268.6 | 0.93 | 0.76 | -- | -- | 7.75 | 479 | -- | 236.5 | 183.28 | 1.03 | -- | 7.34 | -- | 0 | -- | 95 | 1 | -- |
| Median: | 0 | 165.7 | 6.76 | 7.05 | -- | -- | 14.2 | 578 | -- | 60.06 | -28.24 | 0.7 | -- | 3.62 | -- | 0.28 | -- | 209.55 | 5.5 | -- |
| Loading (lb/day): | -- | 59.78 | -8.08 | 1.51 | -- | 4.13 | -- | -- | -- |
Sample Point Description: Effluent of Vertical Flow Pond D
- 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 - ER13E |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2010-12-17 | -- | -- | 7.4 | 7.7 | -- | -- | 1.6 | 1450 | -- | 168 | -103 | 0.67 | -- | 2.13 | -- | 0.98 | -- | 499 | 13 | -- |
| 2011-01-20 | -- | -- | -- | 7.3 | -- | -- | -- | 948 | -- | 100 | -55 | 0.91 | -- | 4.22 | -- | 0.37 | -- | 461 | <5.0 | -- |
| 2011-02-24 | -- | -- | -- | 7.4 | -- | -- | -- | 656 | -- | 96 | -59 | 0.64 | -- | 3.73 | -- | 0.87 | -- | 234 | 8 | -- |
| 2011-03-28 | -- | 50 | 7.0 | 6.3 | -- | -- | 6.4 | 574 | -- | 66 | -18 | 0.56 | -- | 5.07 | -- | 0.74 | -- | 233 | 9 | -- |
| 2011-04-26 | -- | -- | 7.5 | 7.5 | -- | -- | 15.7 | 555 | -- | 107 | -64 | 0.73 | -- | 4.50 | -- | 0.34 | -- | 186 | <5.0 | -- |
| 2011-05-20 | -- | -- | 7.3 | 7.7 | -- | -- | 16.7 | 629 | -- | 137 | -107 | 0.12 | -- | 19.30 | -- | 9.36 | -- | 180 | 22 | -- |
| 2011-06-29 | -- | -- | 7.2 | 7.5 | -- | -- | 26.6 | 779 | -- | 216 | -152 | 0.36 | -- | 7.34 | -- | 0.25 | -- | 215 | 11 | -- |
| 2011-07-29 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-08-30 | -- | 0 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-09-30 | -- | -- | -- | 7.6 | -- | -- | -- | 944 | -- | 289 | -241 | 0.33 | -- | 7.39 | -- | 0.3 | -- | 178 | 11 | -- |
| 2011-10-24 | -- | -- | 6.8 | 6.8 | -- | -- | 10.9 | 718 | -- | 78 | -40 | 0.34 | -- | 7.38 | -- | 0.61 | -- | 292 | <5.0 | -- |
| 2011-11-18 | -- | -- | 6.9 | 6.7 | -- | -- | 6.7 | 660 | -- | 53 | -18 | 0.37 | -- | 7.42 | -- | 0.46 | -- | 300 | 9 | -- |
| 2011-12-20 | -- | -- | 8.2 | 6.6 | -- | -- | 3.9 | 591 | -- | 51 | -21 | 0.96 | -- | 7.12 | -- | 1.88 | -- | 245 | 19 | -- |
| 2012-01-30 | -- | -- | 6.5 | 6.5 | -- | -- | 3.1 | 575 | -- | 57 | -24 | 0.35 | -- | 7.29 | -- | 0.43 | -- | 230 | <5.0 | -- |
| 2015-05-20 | -- | 35 | 6.03 | 6.5 | -- | -- | 18 | 725 | -- | 35 | 2 | 0.7 | -- | 9.8 | -- | 1.51 | -- | 351 | 8 | -- |
| 2018-05-08 | -- | -- | 6.32 | 7.1 | -- | -- | 15.24 | 576 | -- | 45 | -5 | 0.59 | -- | 4.36 | -- | <0.05 | -- | 247 | 7 | -- |
| 2021-05-11 | -- | 300 | 6.7 | 6.6 | -- | -- | -- | 444 | -- | <20.0 | 1.09 | 1.08 | -- | 2.82 | -- | <0.100 | -- | 184 | 5.6 | -- |
| 2023-05-09 | Measured | 31.4 | 7.61 | 7.64 | -- | -- | 17.2 | 557 | -- | 73.16 | -43.33 | 0.12 | -- | 0.38 | -- | <0.10 | -- | 198.6 | <5 | -- |
| Minimum: | 0 | 0 | 6.03 | 6.3 | -- | -- | 1.6 | 444 | -- | 35 | -241 | 0.12 | -- | 0.38 | -- | 0.25 | -- | 178 | 5.6 | -- |
| Maximum: | 0 | 300 | 8.2 | 7.7 | -- | -- | 26.6 | 1450 | -- | 289 | 2 | 1.08 | -- | 19.30 | -- | 9.36 | -- | 499 | 22 | -- |
| Average: | 0 | 69 | 7.04 | 7.09 | -- | -- | 11.8 | 711 | -- | 105 | -59.2 | 0.55 | -- | 6.27 | -- | 1.39 | -- | 264.6 | 11.2 | -- |
| Range: | 0 | 300 | 2.17 | 1.4 | -- | -- | 25 | 1006 | -- | 254 | 243 | 0.96 | -- | 18.92 | -- | 9.11 | -- | 321 | 16.4 | -- |
| Median: | 0 | 33.2 | 7 | 7.2 | -- | -- | 13.07 | 642.5 | -- | 78 | -41.67 | 0.58 | -- | 6.1 | -- | 0.61 | -- | 233.5 | 9 | -- |
| Loading (lb/day): | -- | 27.33 | -5.6 | 1.14 | -- | 4.37 | -- | 0.54 | -- |
Sample Point Description: Effluent of Settling Basin E and Final Effluent of the ER13/14 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 - ER3 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-01-20 | -- | -- | -- | 3.6 | -- | -- | -- | 842 | -- | 0 | 110 | 6.93 | -- | 16.2 | -- | 8.74 | -- | 469 | <5.0 | -- |
| 2011-02-24 | -- | -- | -- | 3.8 | -- | -- | -- | 664 | -- | 0 | 80 | 3.62 | -- | 10.2 | -- | 8.09 | -- | 331 | <5 | -- |
| 2011-03-28 | -- | 386 | 3.9 | 3.9 | -- | -- | 6.6 | 953 | -- | 0 | 143 | 2.71 | -- | 14.9 | -- | 12.30 | -- | 490 | <5.0 | -- |
| 2011-04-26 | -- | -- | 4.6 | 3.8 | -- | -- | 16.4 | 975 | -- | 0 | 115 | 1.86 | -- | 15.9 | -- | 11.60 | -- | 542 | <5.0 | -- |
| 2011-05-20 | -- | -- | 3.8 | 3.6 | -- | -- | 12.4 | 963 | -- | 0 | 108 | 2.03 | -- | 15.0 | -- | 11.70 | -- | 464 | 7 | -- |
| 2011-06-29 | -- | -- | 3.9 | -- | -- | -- | 16.9 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2011-09-30 | -- | -- | -- | 3.6 | -- | -- | -- | 853 | -- | 0 | 104 | 3.47 | -- | 12.0 | -- | 9.10 | -- | 377 | <5.0 | -- |
| 2011-10-24 | -- | -- | 3.6 | 3.5 | -- | -- | 10.7 | 936 | -- | 0 | 121 | 4.32 | -- | 16.2 | -- | 11.10 | -- | 424 | <5.0 | -- |
| 2011-11-18 | -- | -- | 3.6 | 3.5 | -- | -- | 5.5 | 1070 | -- | 0 | 144 | 5.84 | -- | 18.3 | -- | 11.10 | -- | 527 | 6 | -- |
| 2011-12-20 | -- | -- | 4.2 | 3.5 | -- | -- | 5.2 | 998 | -- | 0 | 118 | 4.04 | -- | 15.0 | -- | 11.00 | -- | 510 | <5.0 | -- |
| 2012-01-30 | -- | -- | 4.5 | 4.3 | -- | -- | 4.1 | 819 | -- | 3 | 83 | 2.53 | -- | 12.2 | -- | 8.09 | -- | 429 | <5.0 | -- |
| Minimum: | -- | 386 | 3.6 | 3.5 | -- | -- | 4.1 | 664 | -- | 0 | 80 | 1.86 | -- | 10.2 | -- | 8.09 | -- | 331 | 6 | -- |
| Maximum: | -- | 386 | 4.6 | 4.3 | -- | -- | 16.9 | 1070 | -- | 3 | 144 | 6.93 | -- | 18.3 | -- | 12.30 | -- | 542 | 7 | -- |
| Average: | -- | 386 | 4.01 | 3.71 | -- | -- | 9.7 | 907 | -- | 0 | 112.6 | 3.74 | -- | 14.59 | -- | 10.28 | -- | 456.3 | 6.5 | -- |
| Range: | -- | 0 | 1 | 0.8 | -- | -- | 12.8 | 406 | -- | 3 | 64 | 5.07 | -- | 8.1 | -- | 4.21 | -- | 211 | 1 | -- |
| Median: | -- | 386 | 3.9 | 3.6 | -- | -- | 8.65 | 944.5 | -- | 0 | 112.5 | 3.55 | -- | 15 | -- | 11.05 | -- | 466.5 | 6.5 | -- |
| Loading (lb/day): | -- | -- | 663.48 | 12.57 | -- | 69.13 | -- | 57.07 | -- |
Sample Point Description: Emigh Run; Point 3; Sampled above ER13/14 treatment; Alder Run Engineering sample point
- 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 - ER4 |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2011-01-20 | -- | -- | -- | 4.4 | -- | -- | -- | 837 | -- | 5 | 79 | 4.36 | -- | 12.60 | -- | 6.72 | -- | 431 | 12.0 | -- |
| 2011-02-24 | -- | -- | -- | 4.8 | -- | -- | -- | 538 | -- | 6 | 38 | 2.14 | -- | 6.50 | -- | 5.04 | -- | 260 | 17 | -- |
| 2011-03-28 | -- | 602 | 4.4 | 4.2 | -- | -- | 4.8 | 716 | -- | 5 | 88 | 1.63 | -- | 10.50 | -- | 8.21 | -- | 397 | <5.0 | -- |
| 2011-04-26 | -- | -- | 4.6 | 4.0 | -- | -- | 15.4 | 778 | -- | 0 | 100 | 1.26 | -- | 11.70 | -- | 8.65 | -- | 383 | <5.0 | -- |
| 2011-05-20 | -- | -- | 4.2 | 4 | -- | -- | 12.3 | 756 | -- | 0 | 81 | 1.31 | -- | 11.00 | -- | 8.83 | -- | 380 | 10.0 | -- |
| 2011-06-29 | -- | -- | 3.4 | 3.7 | -- | -- | 16.6 | 1340 | -- | 0 | 191 | 4.94 | -- | 25.30 | -- | 15.40 | -- | 774 | 6 | -- |
| 2011-09-30 | -- | -- | -- | 4.5 | -- | -- | -- | 711 | -- | 5 | 66 | 2.66 | -- | 10.90 | -- | 7.72 | -- | 329 | 13 | -- |
| 2011-10-24 | -- | -- | 4.3 | 4.2 | -- | -- | 10.8 | 747 | -- | 3 | 85 | 2.54 | -- | 11.00 | -- | 7.27 | -- | 381 | <5.0 | -- |
| 2011-11-18 | -- | -- | 4.6 | 4 | -- | -- | 5.7 | 858 | -- | 0 | 95 | 3.40 | -- | 14.20 | -- | 8.32 | -- | 444 | 10 | -- |
| 2011-12-20 | -- | -- | 4.8 | 3.7 | -- | -- | 5.3 | 854 | -- | 0 | 100 | 2.68 | -- | 13.10 | -- | 8.79 | -- | 444 | <5.0 | -- |
| 2012-01-30 | -- | -- | 4.2 | 4 | -- | -- | 4.1 | 677 | -- | 0 | 78 | 2.17 | -- | 9.53 | -- | 6.74 | -- | 321 | <5.0 | -- |
| Minimum: | -- | 602 | 3.4 | 3.7 | -- | -- | 4.1 | 538 | -- | 0 | 38 | 1.26 | -- | 6.50 | -- | 5.04 | -- | 260 | 6 | -- |
| Maximum: | -- | 602 | 4.8 | 4.8 | -- | -- | 16.6 | 1340 | -- | 6 | 191 | 4.94 | -- | 25.30 | -- | 15.40 | -- | 774 | 17 | -- |
| Average: | -- | 602 | 4.31 | 4.14 | -- | -- | 9.4 | 801 | -- | 2 | 91.0 | 2.64 | -- | 12.39 | -- | 8.34 | -- | 413.1 | 11.3 | -- |
| Range: | -- | 0 | 1.4 | 1.1 | -- | -- | 12.5 | 802 | -- | 6 | 153 | 3.68 | -- | 18.8 | -- | 10.36 | -- | 514 | 11 | -- |
| Median: | -- | 602 | 4.35 | 4 | -- | -- | 8.25 | 756 | -- | 0 | 85 | 2.54 | -- | 11 | -- | 8.21 | -- | 383 | 11 | -- |
| Loading (lb/day): | -- | 36.18 | 636.77 | 11.79 | -- | 75.98 | -- | 59.41 | -- |
Sample Point Description: Emigh Run; Point 4; Sampled Below ER13/14 treatment system; Alder Run Engineering point
- 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.
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