Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - LUPA |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1995-05-09 | -- | 0 | -- | 5.9 | -- | -- | -- | -- | -- | 8.4 | -- | -- | -- | 53.7 | -- | 0.283 | -- | 1674 | -- | -- |
| 1995-06-21 | -- | 5 | -- | 6.1 | -- | -- | -- | -- | -- | 54 | -- | -- | -- | 53.7 | -- | 0.372 | -- | 1267 | -- | -- |
| 1995-07-25 | -- | 0 | -- | 6 | -- | -- | -- | -- | -- | 74 | -- | -- | -- | 64.6 | -- | 0.336 | -- | 1878 | -- | -- |
| 1995-08-17 | -- | 6 | -- | 6 | -- | -- | -- | -- | -- | 56 | -- | -- | -- | 50.1 | -- | 0.21 | -- | 1776 | -- | -- |
| 1995-08-27 | -- | 6 | -- | 5.7 | -- | -- | -- | -- | -- | 26 | -- | -- | -- | 101 | -- | 0.2 | -- | 1600 | -- | -- |
| 1995-09-14 | -- | 5 | -- | 5.9 | -- | -- | -- | -- | -- | 42 | -- | -- | -- | 58.8 | -- | 0.203 | -- | 1776 | -- | -- |
| 1995-10-24 | -- | 0 | -- | 6 | -- | -- | -- | -- | -- | 42 | -- | -- | -- | 56.7 | -- | 0.226 | -- | 1939 | -- | -- |
| 1996-02-26 | -- | 8 | -- | 6 | -- | -- | -- | -- | -- | 30 | -- | -- | -- | 38.1 | -- | 0.135 | -- | 1420 | -- | -- |
| 1996-03-25 | -- | 12 | -- | 6.1 | -- | -- | -- | -- | -- | 24 | -- | -- | -- | 39.6 | -- | 0.197 | -- | 1523 | -- | -- |
| 1996-05-21 | -- | 7 | -- | 5.9 | -- | -- | -- | -- | -- | 19.2 | -- | -- | -- | 42.3 | -- | 0.19 | -- | 1320 | -- | -- |
| 1996-06-20 | -- | 20 | -- | 5.8 | -- | -- | -- | -- | -- | 30 | -- | -- | -- | 38.5 | -- | 1.08 | -- | 1260 | -- | -- |
| 1996-09-12 | -- | 16 | -- | 6 | -- | -- | -- | -- | -- | 44 | -- | -- | -- | 59.2 | -- | 0.248 | -- | 1490 | -- | -- |
| 1996-10-24 | -- | 6 | -- | 6.1 | -- | -- | -- | -- | -- | 60 | -- | -- | -- | 43.5 | -- | 0.135 | -- | 1520 | -- | -- |
| 1997-01-30 | -- | 0 | -- | 6 | -- | -- | -- | -- | -- | 50 | -- | -- | -- | 38.1 | -- | 0.314 | -- | 1000 | -- | -- |
| 1997-02-26 | -- | 6 | -- | 6 | -- | -- | -- | -- | -- | 52 | -- | -- | -- | 65.3 | -- | 0.377 | -- | 1100 | -- | -- |
| 1997-03-25 | -- | 10 | -- | 6 | -- | -- | -- | -- | -- | 26 | -- | -- | -- | 27.5 | -- | 0.135 | -- | 1141 | -- | -- |
| 1997-04-24 | -- | 15 | -- | 6 | -- | -- | -- | -- | -- | 34 | -- | -- | -- | 42.4 | -- | 0.16 | -- | 1600 | -- | -- |
| 1997-06-10 | -- | 10.5 | -- | 5.9 | -- | -- | -- | -- | -- | 22 | -- | -- | -- | 55.5 | -- | 0.15 | -- | 1560 | -- | -- |
| 1997-07-24 | -- | 6 | -- | 5.8 | -- | -- | -- | -- | -- | 30 | -- | -- | -- | 72.4 | -- | 0.255 | -- | 2100 | -- | -- |
| 1997-09-18 | -- | 3 | -- | 5.7 | -- | -- | -- | -- | -- | 18 | -- | -- | -- | 54.5 | -- | 0.237 | -- | 1200 | -- | -- |
| 1997-10-20 | -- | 0 | -- | 6.4 | -- | -- | -- | -- | -- | 58 | -- | -- | -- | 18.5 | -- | 0.406 | -- | 610 | -- | -- |
| 1999-02-10 | -- | 4 | -- | 5.8 | -- | -- | -- | -- | -- | 32 | -- | -- | -- | 26 | -- | 0.2 | -- | 810 | -- | -- |
| 1999-03-24 | -- | 4 | -- | 6.1 | -- | -- | -- | -- | -- | 28 | -- | -- | -- | 26 | -- | 0.2 | -- | 1080 | -- | -- |
| 2003-12-29 | -- | -- | -- | 6 | -- | -- | -- | -- | -- | 35.6 | 40.6 | 19.6 | -- | 31.5 | -- | 0.2 | -- | 1029.3 | 12 | 19.72 |
| 2004-04-28 | -- | -- | -- | 5.9 | -- | -- | -- | 2260 | -- | 13.4 | 148.8 | 26.13 | -- | 39.511 | -- | 0.854 | -- | 1554.4 | -- | 27.22 |
| 2004-06-21 | -- | -- | -- | 5.9 | -- | -- | -- | 2350 | -- | 43.8 | 101.8 | 27.5 | -- | 44.5 | -- | 0.2 | -- | 1480.3 | -- | 24.84 |
| 2009-07-22 | -- | -- | -- | 6.6 | -- | -- | -- | 2050 | -- | 11.2 | 22.2 | 4.94 | -- | 29.7 | -- | 0.2 | -- | 1278 | -- | 4.75 |
| 2010-04-06 | -- | 10 | -- | 6.2 | -- | -- | -- | 1674 | -- | 50.8 | -79 | 25.857 | -- | 20.211 | -- | 0.2 | -- | 1044.7 | -- | 26.59 |
| 2012-05-09 | -- | -- | -- | 6.7 | -- | -- | -- | 382 | -- | 27.2 | -23 | 8.71 | -- | 4.229 | -- | 0.2 | -- | 156.6 | -- | 0.79 |
| 2013-08-20 | -- | -- | 5.63 | 5.7 | -- | -- | -- | -- | -- | 5 | 25.4 | 1.132 | -- | 20.599 | -- | 0.5 | -- | 1330.6 | 20 | 1.03 |
| 2014-07-16 | -- | -- | 6.03 | 6.2 | -- | -- | -- | -- | -- | 32 | 0.4 | 2.429 | -- | 19.58 | -- | 0.5 | -- | 1004.8 | 8 | 2.24 |
| Minimum: | -- | 0 | 5.63 | 5.7 | -- | -- | -- | 382 | -- | 5 | -79 | 1.132 | -- | 4.229 | -- | 0.135 | -- | 156.6 | 8 | 0.79 |
| Maximum: | -- | 20 | 6.03 | 6.7 | -- | -- | -- | 2350 | -- | 74 | 148.8 | 27.5 | -- | 101 | -- | 1.08 | -- | 2100 | 20 | 27.22 |
| Average: | -- | 7 | 5.83 | 6.01 | -- | -- | -- | 1,743 | -- | 35 | 29.7 | 14.54 | -- | 43.09 | -- | 0.29 | -- | 1,339.4 | 13.3 | 13.40 |
| Range: | -- | 20 | 0.4 | 1 | -- | -- | -- | 1968 | -- | 69 | 227.8 | 26.368 | -- | 96.771 | -- | 0.945 | -- | 1943.4 | 12 | 26.43 |
| Median: | -- | 6 | 5.83 | 6 | -- | -- | -- | 2050 | -- | 32 | 23.8 | 14.16 | -- | 42.3 | -- | 0.2 | -- | 1330.6 | 12 | 12.24 |
| Loading (lb/day): | -- | 3.54 | -9.5 | 3.11 | -- | 4.69 | -- | 0.03 | -- |
Sample Point Description: Mine discharge; INFLOW FROM STAB. POND into LUPA @ PIPE SITE "A"
- 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 - SWLA |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-12-29 | -- | -- | -- | 6.5 | -- | -- | -- | -- | -- | 95.4 | 0 | 7.066 | -- | 30.8 | -- | 0.2 | -- | 1195.2 | 8 | 7.94 |
| 2004-06-21 | -- | -- | -- | 6.4 | -- | -- | -- | 2340 | -- | 65.2 | 52.8 | 13.1 | -- | 41 | -- | 0.2 | -- | 1472.4 | -- | 11.5 |
| 2009-07-22 | -- | 12 | -- | 7 | -- | -- | -- | 1994 | -- | 14.2 | 7.2 | 1.22 | -- | 25.8 | -- | 0.2 | -- | 1234.9 | -- | 1.18 |
| 2010-04-06 | -- | -- | -- | 7 | -- | -- | -- | 1587 | -- | 13.4 | 9.8 | 0.323 | -- | 13.947 | -- | 0.2 | -- | 970.7 | -- | 0.22 |
| 2012-05-09 | -- | -- | -- | 6.6 | -- | -- | -- | 1642 | -- | 13.2 | -16.2 | 0.426 | -- | 11.4 | -- | 0.2 | -- | 1014 | -- | 0.39 |
| 2013-08-20 | -- | -- | 6.55 | 6.8 | -- | -- | -- | -- | -- | 31.6 | 13.2 | 0.512 | -- | 21.399 | -- | 0.5 | -- | 1256.6 | 22 | 0.39 |
| 2014-07-16 | -- | -- | 6.38 | 6.7 | -- | -- | -- | -- | -- | 42 | -22 | 0.58 | -- | 14.503 | -- | 0.5 | -- | 1047.1 | 14 | 0.3 |
| Minimum: | -- | 12 | 6.38 | 6.4 | -- | -- | -- | 1587 | -- | 13.2 | -22 | 0.323 | -- | 11.4 | -- | 0.2 | -- | 970.7 | 8 | 0.22 |
| Maximum: | -- | 12 | 6.55 | 7 | -- | -- | -- | 2340 | -- | 95.4 | 52.8 | 13.1 | -- | 41 | -- | 0.5 | -- | 1472.4 | 22 | 11.5 |
| Average: | -- | 12 | 6.47 | 6.71 | -- | -- | -- | 1,891 | -- | 39 | 6.4 | 3.32 | -- | 22.69 | -- | 0.29 | -- | 1,170.1 | 14.7 | 3.13 |
| Range: | -- | 0 | 0.17 | 0.6 | -- | -- | -- | 753 | -- | 82.2 | 74.8 | 12.777 | -- | 29.6 | -- | 0.3 | -- | 501.7 | 14 | 11.28 |
| Median: | -- | 12 | 6.47 | 6.7 | -- | -- | -- | 1818 | -- | 31.6 | 7.2 | 0.58 | -- | 21.4 | -- | 0.2 | -- | 1195.2 | 14 | 0.39 |
| Loading (lb/day): | -- | 2.05 | 1.04 | 0.18 | -- | 3.72 | -- | 0.03 | -- |
Sample Point Description: Effluent of Limestone Upflow Pond (LUP) and INFLOW TO SED/WETLAND @ LUP DISC. PIPE SITE "A"
- 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 - DWPA |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2014-07-16 | -- | -- | 6.46 | 6.9 | -- | -- | -- | -- | -- | 52.6 | -38.2 | 0.3 | -- | 11.378 | -- | 0.5 | -- | 966 | 10 | 0.03 |
| 2014-12-15 | -- | -- | 6.2 | 7.4 | -- | -- | -- | -- | -- | 106.4 | -89.2 | 0.3 | -- | 0.248 | -- | 0.5 | -- | 642.5 | 5 | 0.02 |
| 2015-04-30 | -- | -- | 6.3 | 6.5 | -- | -- | -- | -- | -- | 22.2 | -12.6 | 0.3 | -- | 4.77 | -- | 0.5 | -- | 1180 | 14 | 0.052 |
| Minimum: | -- | -- | 6.2 | 6.5 | -- | -- | -- | -- | -- | 22.2 | -89.2 | 0.3 | -- | 0.248 | -- | 0.5 | -- | 642.5 | 5 | 0.02 |
| Maximum: | -- | -- | 6.46 | 7.4 | -- | -- | -- | -- | -- | 106.4 | -12.6 | 0.3 | -- | 11.378 | -- | 0.5 | -- | 1180 | 14 | 0.052 |
| Average: | -- | -- | 6.32 | 6.93 | -- | -- | -- | -- | -- | 60 | -46.7 | 0.30 | -- | 5.47 | -- | 0.50 | -- | 929.5 | 9.7 | 0.03 |
| Range: | -- | -- | 0.26 | 0.9 | -- | -- | -- | -- | -- | 84.2 | 76.6 | 0 | -- | 11.13 | -- | 0 | -- | 537.5 | 9 | 0.032 |
| Median: | -- | -- | 6.3 | 6.9 | -- | -- | -- | -- | -- | 52.6 | -38.2 | 0.3 | -- | 4.77 | -- | 0.5 | -- | 966 | 10 | 0.03 |
| Loading (lb/day): | -- | -- | -- | -- | -- | -- | -- | -- | -- |
Sample Point Description: Effluent of the settling pond/wetland and Inflow to Drinking Water Pond; Final Effluent of Site A 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 - LUPB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1995-03-21 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 44 | 192 | 42.4 | -- | 52.9 | -- | 0.272 | -- | 1415 | -- | 42.4 |
| 1995-04-11 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 38 | 164 | 42.6 | -- | 61.2 | -- | 0.562 | -- | 1936 | -- | 45.39 |
| 1995-05-09 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 36 | 192 | 46.3 | -- | 66.2 | -- | 0.417 | -- | 2164 | -- | 42.5 |
| 1995-06-21 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 36 | 232 | 44.2 | -- | 54.7 | -- | 0.224 | -- | 1473 | -- | 44.2 |
| 1995-07-25 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 34 | 220 | 52.7 | -- | 73.5 | -- | 0.674 | -- | 2010 | -- | 43.5 |
| 1995-08-17 | -- | -- | -- | 5.5 | -- | -- | -- | -- | -- | 34 | 102 | 40.8 | -- | 8.24 | -- | 0.545 | -- | 1568 | -- | 0.04 |
| 1995-09-14 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 36 | 226 | 47 | -- | 61.6 | -- | 0.418 | -- | 1787 | -- | 47 |
| 1995-10-24 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 38 | 258 | 49.6 | -- | 59.6 | -- | 0.37 | -- | 1908 | -- | 49.6 |
| 1996-02-26 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 40 | 186 | 43.6 | -- | 57.4 | -- | 0.274 | -- | 1689 | -- | 43.6 |
| 1996-03-25 | -- | -- | -- | 5.6 | -- | -- | -- | -- | -- | 36 | 152 | 37.9 | -- | 56.7 | -- | 0.472 | -- | 1703 | -- | 39.27 |
| 1996-05-21 | -- | -- | -- | 5.3 | -- | -- | -- | -- | -- | 30 | 236 | 38 | -- | 65.4 | -- | 0.637 | -- | 1700 | -- | 40.29 |
| 1996-06-20 | -- | -- | -- | 5.2 | -- | -- | -- | -- | -- | 26 | 254 | 42.5 | -- | 67.4 | -- | 1.33 | -- | 1770 | -- | 44.37 |
| 1996-09-12 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 34 | 316 | 44 | -- | 77.2 | -- | 0.588 | -- | 1940 | -- | 47.94 |
| 1996-10-24 | -- | -- | -- | 5.5 | -- | -- | -- | -- | -- | 40 | 270 | 48.2 | -- | 55.3 | -- | 0.32 | -- | 1840 | -- | 34.68 |
| 1997-01-30 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 42 | 278 | 45.4 | -- | 51.4 | -- | 0.431 | -- | 1028 | -- | 40.8 |
| 1997-02-26 | -- | -- | -- | 5.7 | -- | -- | -- | -- | -- | 38 | 214 | 38.3 | -- | 80.4 | -- | 0.403 | -- | 1500 | -- | 40.29 |
| 1997-03-25 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 28 | 246 | 25.2 | -- | 41.6 | -- | 0.45 | -- | 1500 | -- | 32.13 |
| 1997-04-24 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 28 | 182 | 31.8 | -- | 59.8 | -- | 0.416 | -- | 260 | -- | 36.21 |
| 1997-06-10 | -- | -- | -- | 5.3 | -- | -- | -- | -- | -- | 30 | 310 | 43.3 | -- | 57.9 | -- | 0.53 | -- | 1650 | -- | 39.78 |
| 1997-07-24 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 36 | 310 | 47 | -- | 57 | -- | 0.656 | -- | 2000 | -- | 47.43 |
| 1997-08-27 | -- | -- | -- | 5.5 | -- | -- | -- | -- | -- | 42 | 262 | 80 | -- | 89.6 | -- | 0.361 | -- | 1700 | -- | 46.92 |
| 1997-09-18 | -- | -- | -- | 5.4 | -- | -- | -- | -- | -- | 42 | 238 | 56.7 | -- | 61.7 | -- | 0.514 | -- | 1500 | -- | 49.98 |
| 1999-02-10 | -- | -- | -- | 6 | -- | -- | -- | -- | -- | 8.8 | 24 | 7.15 | -- | 12.5 | -- | 0.582 | -- | 487 | -- | 5.72 |
| 1999-03-24 | -- | -- | -- | 5.9 | -- | -- | -- | -- | -- | 40 | 106 | 32.6 | -- | 43.2 | -- | 0.378 | -- | 1530 | -- | 35.19 |
| 2003-12-29 | -- | -- | -- | 6.1 | -- | -- | -- | -- | -- | 19.2 | 115.8 | 27.4 | -- | 40.3 | -- | 0.491 | -- | 1522.5 | 14 | 29.45 |
| 2004-04-28 | -- | 15 | -- | 6.2 | -- | -- | -- | 2160 | -- | 41.6 | 106.2 | 21.225 | -- | 34.971 | -- | 0.21 | -- | 1461.8 | -- | 18.43 |
| 2005-12-14 | -- | -- | -- | 6.5 | -- | -- | -- | 2270 | -- | 39.4 | 84.8 | 31.9 | -- | 30.6 | -- | 0.2 | -- | 1511.6 | -- | 33.69 |
| 2006-03-16 | -- | 10 | -- | 5.7 | -- | -- | -- | 2070 | -- | 50.6 | 78.8 | 34.4 | -- | 28.5 | -- | 0.215 | -- | 117.2 | -- | 33.92 |
| 2009-07-22 | -- | -- | -- | 6.6 | -- | -- | -- | 1867 | -- | 6.8 | 19 | 4.43 | -- | 24.7 | -- | 0.2 | -- | 1109.5 | -- | 4.51 |
| 2010-04-06 | -- | 12 | -- | 6.6 | -- | -- | -- | 1826 | -- | 32.8 | 35 | 18.296 | -- | 22.265 | -- | 0.2 | -- | 1200.6 | -- | 16.22 |
| 2013-08-20 | -- | -- | 5.52 | 5.6 | -- | -- | -- | -- | -- | 1.2 | 19.6 | 2.462 | -- | 20.348 | -- | 0.5 | -- | 1121.1 | 16 | 2.24 |
| 2014-07-16 | -- | -- | 5.63 | 5.6 | -- | -- | -- | -- | -- | 22 | 36.6 | 11.102 | -- | 22.871 | -- | 0.5 | -- | 1076.7 | 6 | 10.51 |
| 2014-12-15 | -- | -- | 6.33 | 6.4 | -- | -- | -- | -- | -- | 26.4 | 31.6 | 12.255 | -- | 21.374 | -- | 0.5 | -- | 1205.4 | 5 | 11.16 |
| 2015-01-28 | -- | -- | 5.77 | 6.8 | -- | -- | -- | -- | -- | 32.6 | 17.2 | 14.284 | -- | 19.263 | -- | 0.5 | -- | 1160.2 | 14 | 13.57 |
| 2015-04-30 | -- | -- | 6 | 6 | -- | -- | -- | -- | -- | 34 | 8.6 | 13.587 | -- | 16.57 | -- | 0.5 | -- | 1013.1 | 14 | 13.384 |
| Minimum: | -- | 10 | 5.52 | 5.2 | -- | -- | -- | 1826 | -- | 1.2 | 8.6 | 2.462 | -- | 8.24 | -- | 0.2 | -- | 117.2 | 5 | 0.04 |
| Maximum: | -- | 15 | 6.33 | 6.8 | -- | -- | -- | 2270 | -- | 50.6 | 316 | 80 | -- | 89.6 | -- | 1.33 | -- | 2164 | 16 | 49.98 |
| Average: | -- | 12 | 5.85 | 5.73 | -- | -- | -- | 2,039 | -- | 33 | 163.5 | 34.82 | -- | 47.26 | -- | 0.45 | -- | 1,444.5 | 11.5 | 32.18 |
| Range: | -- | 5 | 0.81 | 1.6 | -- | -- | -- | 444 | -- | 49.4 | 307.4 | 77.538 | -- | 81.36 | -- | 1.13 | -- | 2046.8 | 11 | 49.94 |
| Median: | -- | 12 | 5.77 | 5.6 | -- | -- | -- | 2070 | -- | 36 | 186 | 38.3 | -- | 54.7 | -- | 0.45 | -- | 1511.6 | 14 | 39.27 |
| Loading (lb/day): | -- | 6.1 | 11.22 | 3.53 | -- | 4.31 | -- | 0.03 | -- |
Sample Point Description: Mine discharge; INFLOW TO LUP FROM STAB. POND @ PIPE SITE '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 - SWLB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2003-12-29 | -- | -- | -- | 7.2 | -- | -- | -- | -- | -- | 82.4 | 0 | 3.192 | -- | 38.9 | -- | 0.2 | -- | 1540.6 | 14 | 2.58 |
| 2004-04-28 | -- | -- | -- | 6.6 | -- | -- | -- | 2150 | -- | 46.6 | 69.8 | 11.258 | -- | 33.736 | -- | 0.2 | -- | 1462.3 | -- | 11.83 |
| 2005-12-14 | -- | 10.5 | -- | 7 | -- | -- | -- | 2370 | -- | 93.6 | -11.4 | 7.22 | -- | 22.4 | -- | 0.2 | -- | 1521.2 | -- | -- |
| 2009-07-22 | -- | 60 | -- | 6.2 | -- | -- | -- | 1884 | -- | 15.4 | 29.6 | 11 | -- | 25.4 | -- | 0.2 | -- | 1119.9 | -- | 10.12 |
| 2010-04-06 | -- | -- | -- | 6.8 | -- | -- | -- | 1812 | -- | 15.2 | 36.6 | 7.123 | -- | 21.801 | -- | 0.2 | -- | 1259.6 | -- | 6.43 |
| 2014-07-16 | -- | -- | 5.52 | 5.6 | -- | -- | -- | -- | -- | 9.6 | 32.4 | 11.01 | -- | 31.561 | -- | 0.5 | -- | 1107 | 5 | 7.27 |
| 2014-12-15 | -- | -- | 6.25 | 6.1 | -- | -- | -- | -- | -- | 5 | 25.6 | 5.323 | -- | 18.612 | -- | 0.5 | -- | 1050.9 | 5 | 5.14 |
| 2015-01-28 | -- | -- | 5.86 | 6.6 | -- | -- | -- | -- | -- | 33 | 24.4 | 15.298 | -- | 19.554 | -- | 0.5 | -- | 1255.5 | 12 | 15.37 |
| 2015-04-30 | -- | -- | 6.3 | 6.3 | -- | -- | -- | -- | -- | 9.4 | -4.4 | 1.593 | -- | 16.354 | -- | 0.5 | -- | 1000.3 | 10 | 1.341 |
| Minimum: | -- | 10.5 | 5.52 | 5.6 | -- | -- | -- | 1812 | -- | 5 | -11.4 | 1.593 | -- | 16.354 | -- | 0.2 | -- | 1000.3 | 5 | 1.341 |
| Maximum: | -- | 60 | 6.3 | 7.2 | -- | -- | -- | 2370 | -- | 93.6 | 69.8 | 15.298 | -- | 38.9 | -- | 0.5 | -- | 1540.6 | 14 | 15.37 |
| Average: | -- | 35 | 5.98 | 6.49 | -- | -- | -- | 2,054 | -- | 34 | 22.5 | 8.11 | -- | 25.37 | -- | 0.33 | -- | 1,257.5 | 9.2 | 7.51 |
| Range: | -- | 49.5 | 0.78 | 1.6 | -- | -- | -- | 558 | -- | 88.6 | 81.2 | 13.705 | -- | 22.546 | -- | 0.3 | -- | 540.3 | 9 | 14.029 |
| Median: | -- | 35.25 | 6.06 | 6.6 | -- | -- | -- | 2017 | -- | 15.4 | 25.6 | 7.22 | -- | 22.4 | -- | 0.2 | -- | 1255.5 | 10 | 6.85 |
| Loading (lb/day): | -- | 11.46 | 9.95 | 4.42 | -- | 10.57 | -- | 0.08 | -- |
Sample Point Description: Effluent of Limestone Upflow Bed; SED/WETLAND INFLOW @ DRUM SITE "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 - DEB |
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2000-07-21 | -- | -- | -- | 4.6 | -- | -- | -- | 1300 | -- | 1.4 | 160 | 820 | -- | 43.7 | -- | 339 | -- | 635 | -- | 0.61 |
| 2003-12-29 | -- | 10 | -- | 6.8 | -- | -- | -- | -- | -- | 118.4 | 0 | 4.134 | -- | 27.1 | -- | 0.2 | -- | 1150.9 | 28 | 3.96 |
| 2003-12-30 | -- | -- | -- | 7.3 | -- | -- | -- | -- | -- | 71.8 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- |
| 2004-01-05 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 14 | -- |
| 2004-01-07 | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | -- | 0.91 | -- | 38.1 | -- | <.200 | -- | 1514.9 | -- | 0.46 |
| 2004-04-28 | -- | -- | -- | 7.2 | -- | -- | -- | 2000 | -- | 57.4 | 15.2 | 1.702 | -- | 29.187 | -- | 0.2 | -- | 1301.9 | -- | 0.7 |
| 2004-06-21 | -- | -- | -- | 6.9 | -- | -- | -- | 2040 | -- | 55.6 | 14.2 | 1.82 | -- | 32.4 | -- | 0.2 | -- | 1241 | -- | 1.08 |
| 2006-03-16 | -- | 10 | -- | 6.8 | -- | -- | -- | 2030 | -- | 29.4 | 22.2 | 0.115 | -- | 23.2 | -- | 0.2 | -- | 117.5 | -- | 0.09 |
| 2009-07-22 | -- | -- | -- | 7.3 | -- | -- | -- | 1877 | -- | 21 | -11.8 | 1.42 | -- | 18.9 | -- | 0.2 | -- | 1201 | -- | 0.17 |
| 2010-04-06 | -- | -- | -- | 6.8 | -- | -- | -- | 1826 | -- | 5 | 23.8 | 0.479 | -- | 19.33 | -- | 0.2 | -- | 1263.8 | -- | 0.26 |
| 2012-05-09 | -- | -- | -- | 6.6 | -- | -- | -- | 1551 | -- | 14.4 | -18.6 | 0.191 | -- | 6.374 | -- | 0.2 | -- | 890.2 | -- | 0.1 |
| 2013-08-20 | -- | -- | 6.7 | 6.9 | -- | -- | -- | -- | -- | 33.4 | -17.2 | 0.3 | -- | 3.933 | -- | 0.5 | -- | 1172.4 | 16 | 0.02 |
| 2014-07-16 | -- | -- | 5.75 | 6.2 | -- | -- | -- | -- | -- | 7.4 | 4.6 | 0.3 | -- | 16.321 | -- | 0.5 | -- | 1142 | 5 | 0.17 |
| 2015-01-28 | -- | -- | 5.99 | 6.6 | -- | -- | -- | -- | -- | 29.2 | 6 | 8.897 | -- | 16.69 | -- | 0.5 | -- | 1187.9 | 90 | 4.93 |
| 2015-04-30 | -- | -- | 6.5 | 6.4 | -- | -- | -- | -- | -- | 4.6 | -6.8 | 1.281 | -- | 12.463 | -- | 0.5 | -- | 1240 | 10 | 0.066 |
| Minimum: | -- | 10 | 5.75 | 4.6 | -- | -- | -- | 1300 | -- | 1.4 | -18.6 | 0.115 | -- | 3.933 | -- | 0.2 | -- | 117.5 | 5 | 0.02 |
| Maximum: | -- | 10 | 6.7 | 7.3 | -- | -- | -- | 2040 | -- | 118.4 | 160 | 820 | -- | 43.7 | -- | 339 | -- | 1514.9 | 90 | 4.93 |
| Average: | -- | 10 | 6.24 | 6.65 | -- | -- | -- | 1,803 | -- | 35 | 16.0 | 64.73 | -- | 22.13 | -- | 28.53 | -- | 1,081.4 | 27.2 | 0.97 |
| Range: | -- | 0 | 0.95 | 2.7 | -- | -- | -- | 740 | -- | 117 | 178.6 | 819.885 | -- | 39.767 | -- | 338.8 | -- | 1397.4 | 85 | 4.91 |
| Median: | -- | 10 | 6.25 | 6.8 | -- | -- | -- | 1877 | -- | 29.2 | 5.3 | 1.28 | -- | 19.33 | -- | 0.2 | -- | 1187.9 | 15 | 0.26 |
| Loading (lb/day): | -- | 8.88 | 2.67 | 0.26 | -- | 3.02 | -- | 0.02 | -- |
Sample Point Description: Effluent of B system; sampled at ditch E @ Flume
- 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.