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Arnot #2 Discharge #2 Water Quality Report - 88-0.4
DateMethod of FlowFlow - 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)
1997-11-06--63--3.5------448--0640.63--2.71--4.29--1002
2002-05-23--400--3.5----------077.60.61--1.19--2.54--44.73
2004-06-10--3003.53.5----------089.60.38--1.5--2.98--115.83
2004-09-09--30043.8----------085.60.36--1.45--2.94--79.73
2005-04-26--25043.6----------081.80.43--1.23--2.26--157.93
2005-10-12-- --3.5----------098.80.35--2.75--5.68--184.73
2006-03-28--30043.5----------061.20.4--1.67--3.42--111.73
2006-08-29-- 43.4----------051.40.35--1.67--3.64--158.33
2009-08-31--904.003.48------393--0.00-57.800.48--2.05--4.21--143.03
2010-03-16--1603.53.60------292--0.0033.710.27--1.02--2.04--94.919
2010-09-14--1504.03.44------442--0.0056.230.42--2.76--6.87--148.13
2011-09-19--1504.03.70------320--0.0030.450.18--1.62--3.05--116.65
2012-04-02--15043.66----8292--ND33.230.36--1.68--3.1--120.80
2012-09-10--503.13.63------422--0.0048.800.37--2.70--6.17--157.75
2013-03-19--20043.71------286--029.90.29--1.3--2.95--94.65
2013-09-30--753.53.75------428--ND44.40--0.652.70--6.86--137.30
2014-04-07--2003.53.67------351--ND38.38--0.581.44--2.62--107.60
2015-05-05--20033.3----9390--045.980.54--1.49--3.96--116.20
2016-09-13--404.03.39------517--ND59.390.38--2.96--657.00--183.210
2017-09-25--506.03.39------474--ND48.401.23--2.59--7.41--150.67
2018-04-02--1103.43.17----7409--0390.37--1.66--3.76--107.80
2018-09-24----4.503.55------262--ND28.860.31--1.00--1.84--77.626
2019-03-25----3.03.61------279--ND25.470.24--1.11--1.78--74.452
2019-09-17------3.38------370--ND42.020.25--1.84--2.64--135.66
Minimum:  33.17----7262--0-57.800.180.581.00--1.78--44.70
Maximum: 4006.03.8----9517--ND98.81.230.652.96--657.00--184.752
Average: 170.4--3.5----8375--048.180.420.621.84--31--121.66.8
Range: 36030.63----2255--0156.61.050.071.96--655.22--14052
Median: 15043.5----8390--047.190.370.621.67--3.26--116.43
Loading (lb/day): --0115.150.890.993.29--23.43--

Sample Point Description: Raw untreated mine discharge. Influent for vertical flow wetland 1
1. Records with no value are not included in statistical calculations.
2. Values lower than the minimum detection limit are assumed to be 0.
3. Average pH is not calculated as a mean of pH values, but rather a mean of hydronium ion concentration.
4. Dissolved metals used for calculated acidity values when available. Acidities calculated from total metals may be exaggerated.
5. 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.



Arnot #2 Discharge #2 Water Quality Report - 88-0.4B
DateMethod of FlowFlow - 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)
2009-08-31--906.706.19------475--86.01-83.000.10--0.64--0.57--129.78
2010-03-16--1786.87.08----35.0364--47.93-29.790.14--0.46--0.75--124.931
2012-04-02--1506.56.75----8340--39.18-22.290.13--0.7--0.59--117.57
2015-05-05--20054.13----11308--1.1420.280.61--1.62--3.44--1035
2018-04-02----6.56.42----6335--14.51-9.950.15--1.09--1.62--112.77
Minimum: 9054.13----6308--1.14-83.000.10--0.46--0.57--1035
Maximum: 2006.87.08----35.0475--86.0120.280.61--1.62--3.44--129.731
Average: 154.55.664.82----15364--37.75-24.950.23--0.9--1.39--117.611.6
Range: 1101.82.95----29167--84.87103.280.51--1.16--2.87--26.726
Median: 1646.56.42----9.5340--39.18-22.290.14--0.7--0.75--117.57
Loading (lb/day): --67.13-36.180.53--1.71--2.88--

Sample Point Description: Influent to settling pond. Combined effluent of Vertical Flow Wetland 1 and 2. Sampled at pipe.
1. Records with no value are not included in statistical calculations.
2. Values lower than the minimum detection limit are assumed to be 0.
3. Average pH is not calculated as a mean of pH values, but rather a mean of hydronium ion concentration.
4. Dissolved metals used for calculated acidity values when available. Acidities calculated from total metals may be exaggerated.
5. 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.



Arnot #2 Discharge #2 Water Quality Report - 88-0.4A
DateMethod of FlowFlow - 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)
1997-11-06--63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
--6
5.8
5.9
5.8
5.6
5
6
6
6.1
6.2
6
6.1
5.2
5.5
6.1
------456
423
440
434
419
388
450
450
462
470
451
460
393
413
458
--34
24
28
26
18.8
10.8
30
28
34
40
30
34
12
16.4
34
0
0
0
0
7.2
14.2
0
0
0
0
0
0
11.8
2
0
1.1
0.8
0.88
0.77
0.78
0.72
0.98
0.95
1.15
1.15
0.98
1.15
0.85
1
1.06
--2.74
2.68
2.62
2.57
2.62
2.58
2.62
2.63
2.73
2.7
2.71
2.71
2.72
2.67
2.71
--4.6
4.2
4.12
4
4.06
3.97
4.26
4.24
4.54
4.49
4.43
4.6
4.43
4.46
4.48
--142
155
128
140
122
126
141
142
140
146
149
161
140
153
136
80
28
50
36
28
32
76
56
88
110
40
114
24
38
66
2002-05-23-- --5.9----------2433.80.4--1.18--0.86--91.53
2004-06-10--3506.96.9----------63.2-23.20.3--1.24--0.75--128.63
2004-09-09--2756.57.1----------84.4-38.60.3--0.93--0.52--1123
2005-04-26--25066.7----------316.20.56--1.14--0.82--124.93
2005-10-12-- --7----------60.8-20.20.3--1.21--0.64--175.13
2006-03-28--2356.56.8----------38.4-8.60.3--1.58--0.62--120.63
2006-08-29-- 6.47.6----------105-91.81.04--1.66--1.47--142.43
2009-08-31--907.006.23------470--89.56-76.600.04--0.54--0.47--133.06
2010-03-16--1606.57.38------396--47.99-32.540.15--0.60--0.78--128.723
2010-09-14--756.56.69------456--31.67-20.990--2.25--0.20--144.23
2011-09-19--1507.06.92------342--50.17-32.840.48--1.83--1.10--101.016
2012-04-02--1506.56.92----8332--37.97-25.270.06--0.65--0.57--120.80
2012-09-10--505.86.91------423--38.27-32.400.20--2.69--2.71--138.047
2013-03-19--2006.56.95------327--33.65-200.29--0.71--1.75--101.95
2013-09-30--757.07.50------527--86.50-80.60--0.130.66--0.61--145.87
2014-04-07--2006.06.56------326--16.241.82--0.671.18--2.81--111.621
2015-05-05--20054.56----12304--3.416.060.26--1.34--2.93--109.69
2016-09-13--407.07.72------610--119.47-118.571.05--1.52--2.02--166.40
2017-09-25--504.06.42------463--55.25-47.000.36--2.68--2.94--145.516
2018-04-02--1106.56.49----6344--16.89-12.740.1--0.98--1.56--118.410
2018-09-24----5.505.35------233--4.642.390.66--0.91--1.86--78.58
2019-03-25----5.55.31------240--2.103.180.37--0.87--1.91--83.311
2019-09-17----7.06.86------424--78.34-64.320.16--0.76--0.60--156.119
Minimum:  4.04.56----6233--2.10-118.5700.130.54--0.20--78.50
Maximum: 3507.007.72----12610--119.4733.81.150.672.74--4.6--175.1114
Average: 112.75.235.71----8.7412--39.97-17.040.60.41.82--2.51--131.628.6
Range: 31033.16----6377--117.37152.371.150.542.2--4.4--96.6114
Median: 636.56.22----8424--33.8300.610.41.75--2.37--13717.5
Loading (lb/day): --82.69-38.790.570.862.22--2.37--

Sample Point Description: Final Effluent of the Arnot #2 Discharge #2 passive system which flows into Johnson Creek. Effluent of Manganese Oxidizing Bacteria System. E
1. Records with no value are not included in statistical calculations.
2. Values lower than the minimum detection limit are assumed to be 0.
3. Average pH is not calculated as a mean of pH values, but rather a mean of hydronium ion concentration.
4. Dissolved metals used for calculated acidity values when available. Acidities calculated from total metals may be exaggerated.
5. 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.