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Neal Run Restoration Project Water Quality Report - D2

Export Sample Point Report  /  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
2011-09-23--333.1----------066321390--26-->500--8644261403
2011-12-16--53.23----------06906>300--26.4-->500--9403281581.1
2012-02-20Est53.153.15----15----062771226--22.1-->500--7388401274
2013-06-17--10--2.84------8912--07816.75640415636.933.237936011476.30--
2015-03-17--1542.81------7214--05157.7681940121.9319.856565446466.69--
2018-05-09------2.74------7423--05833.851185117722.2922.185355277892.646--
2018-11-14Assumed252.622.75----216503004998.27399.68391.2814.9614.52318.44308.873991.3<5--
2019-01-15--192.792.79----21.66632--ND5576.98422.38--12.17--329.12--4079.6<5--
2019-07-16--9.802.892.85------6430--ND5108.631231.691197.0111.6810.99463.71280.276118.1<5--
2019-08-20--2.902.782.75------7105--ND5800.741112.821086.2314.7914.70533.83525.007215.4<5--
2019-09-23--4.452.872.70------>4000--ND6297.80>300--20.52-->500--8800.082--
2019-11-13--7.80--2.83------7650--ND6465.671249.761094.2923.5320.19576.36495.757511.419--
2017-01-23----3.383.4----------0156.623.762--7.205--11.087--732.7521.631
2017-04-24----2.552.9----------0703.4196.72--13.628--39.522--741.514173.369
2017-10-30----4.434.4----------5.418.62.638--0.947--1.404--91.581.318
2018-04-30--23.333--------------------------------
Minimum:022.552.70----1564300018.62.638391.280.94710.991.404280.2791.501.318
Maximum:0254.434.4----21.6891205.47816.75640415636.933.265654411476.3821581.1
Average:093.153.00----19.27,234004,916.671,146.111,357.5418.3419.38349.41434.416,036.825.2742.40
Range:--231.881.7----6.6248205.47798.15637.3623764.7235.95322.21654.596263.7311384.8821579.782
Median:--6.432.85----217159.5005800.741112.821094.2920.5219.85379495.757215.419723.68
Loading (lb/day):00618.64122.2580.912.061.338.527.66

Sample Point Description: Discharge that surfaces below french drain installed between the old refuse pile and the new oxidation terrace. D2 is the worst discharge in the entire watershed.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D3

Export Sample Point Report  /  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
2006-12-08------3----------0784135--24.8--52--135416--
2007-01-22Est7--3.2----------0518136--15.3--30.1--13236--
2007-12-10Meas2--3.2----------031889.3--12--18.2--7614--
2008-02-29Est2--3.2----------0602167--21.6--43.3--11884--
2008-03-28------3.2----------0442112--14.1--28.9--9728--
2008-05-01------2.8----------0609202--22.7--46.6--1208122--
2008-06-03Est3--2.9----------01229>300--27.8--70.1--219324--
2008-07-03Est1--2.7----------0527124.1--14.9--27.9--115244--
2008-09-08--0------------------------------------
2008-10-08--0------------------------------------
2009-01-11----------------------------------------
2011-09-23Est233----------038854.2--12.5--33.8--947<533.7
2011-12-16--23.33.1----------0527105.8--16.2--42.8--12183290.6
2012-02-20Est53.53.3----4----035781.8--11.3--26--9821275.1
2015-03-17--6.94.63.78------540--076.620.6112.652.762.596.354.06214.117--
2018-11-14----2.633.13----3.1125400183.8833.4929.065.925.6911.429.38591.312--
2019-01-15--33------1.8--------------------------
2017-01-23--53.543.4----------0156.224.228--7.303--11.315--669.1522.6
2017-04-24--32.63----------0418.490.524--10.263--24.966--953.1566.481
2017-10-30--154.554.5----------622.43.256--0.984--1.48--111.3101.641
2018-04-30--1.620933--------------------------------
Minimum:002.62.7----1.85400022.43.25612.650.9842.591.484.06111.341.641
Maximum:01520934.5----4125406122920229.0627.85.6970.19.38219312290.6
Average:04212.373.20----3.089700447.4191.9520.8613.784.1429.706.72989.821.448.35
Range:--152090.41.8----2.2714061206.6198.74416.4126.8163.168.625.322081.711888.959
Median:--2.53.43.13----3.189700430.290.5220.8613.34.1428.46.729771250.09
Loading (lb/day):00.0813.912.490.070.420.020.90.02

Sample Point Description: Low flow, degraded discharge below the reclaimed coal refuse disposal area within a ditch upgradient of an existing access road at the eastern edge of the project site.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D4

Export Sample Point Report  /  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
2006-12-08------3----------0177368.4--16.4--260--245530--
Minimum:------3----------0177368.4--16.4--260--245530--
Maximum:------3----------0177368.4--16.4--260--245530--
Average:------3.00----------01,773.0068.40--16.40--260.00--2,455.030.0--
Range:------0----------000--0--0--00--
Median:------3----------0177368.4--16.4--260--245530--
Loading (lb/day):------------------

Sample Point Description: Sample taken within degraded wetland next to Neal Run.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D5

Export Sample Point Report  /  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
2006-12-08------3.2----------052534.1--7.2--66.4--76312--
Minimum:------3.2----------052534.1--7.2--66.4--76312--
Maximum:------3.2----------052534.1--7.2--66.4--76312--
Average:------3.20----------0525.0034.10--7.20--66.40--763.012.0--
Range:------0----------000--0--0--00--
Median:------3.2----------052534.1--7.2--66.4--76312--
Loading (lb/day):------------------

Sample Point Description: Sample taken approximately 50' to the north of NL0-D5. Discharge may mix with unimpacted emanating near sewer line.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D6 (pre-treatment)

Export Sample Point Report  /  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
2007-12-10Est1--2.7----------08317.6--1.5--2.8--17610--
2008-02-29Est1--3----------01063.4--2.9--5.4--18932--
2008-03-28------3.1----------0752.8--1.3--1.7--9846--
2008-05-01------2.9----------01043.3--2.5--3.1--144320--
2008-06-03Est3--2.8----------0144539.6--7.1--41.9--186768--
2008-07-03Est1--2.7----------04616>300--18.1--416.9--560742--
2008-09-08--0------------------------------------
2008-10-08--0------------------------------------
2009-01-11----------------------------------------
Minimum:00--2.7----------0752.8--1.3--1.7--9810--
Maximum:03--3.1----------0461639.6--18.1--416.9--5607320--
Average:01--2.87----------01,196.1711.34--5.57--78.63--1,346.886.3--
Range:--3--0.4----------0454136.8--16.8--415.2--5509310--
Median:--1--2.85----------0468.53.4--2.7--4.25--182.544--
Loading (lb/day):--029.710.39--0.13--1.66--

Sample Point Description: Pre-construction: Small degraded discharge approximately 200' upgradient from culvert beneath McIntyre Road.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D6

Export Sample Point Report  /  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
2011-09-23Est25.67.8----------58-400.5--1--<.5--288120.1
2011-12-16--26.57.4----------51-341.7--1.7--0.7--98440.2
2012-02-20Est56.37.1----5----46-350.8--1.5--<.5--137<50.5
2013-06-17--1--7.32------357--55.7-350.30000.420.494.40--
2015-03-17--106.77.48------272--55.64-38.40.460.410.260.20.470.2263.19--
2018-11-14----7.117.55----1.53368586.87-790.720.710.470.450.270.2357.85--
2019-01-15----7.37.24----0.6364--38.75-16.121.5<0.100.130.10.72<0.10113.99--
Minimum:015.67.1----0.62728538.75-790.30000.270.2257.800.1
Maximum:0107.37.8----53648586.87-16.121.70.711.70.450.720.4288440.5
Average:046.597.41----2.433285.0056-39.650.850.370.720.190.520.28121.713.20.27
Range:--91.70.7----4.492048.1262.881.40.711.70.450.450.18230.2440.4
Median:--26.67.4----1.5346.58555.64-350.720.410.470.150.470.239890.2
Loading (lb/day):02.55-1.780.030.010.0400.020.01

Sample Point Description: Pre-construction: Small degraded discharge approximately 200' upgradient from culvert beneath McIntyre Road. Post-construction: Effluent of OPC2.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D7 (pre-treatment)

Export Sample Point Report  /  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
2007-12-10Est1--2.6----------06336>300--23.7-->500--6870<3--
2008-02-29Est1--2.7----------058071190--22.2--667--787120--
2008-03-28------2.7----------014001080--18--621--664936--
2008-05-01------2.6----------06450>300--28.1-->500--765436--
2008-06-03Est3--2.6----------04253>300--20.4--466.6--475016--
2008-07-03Est1--2.6----------04068>300--17.4--371.1--498442--
2008-07-29Est1--2.6----------08355>300--35.1-->500--1040636--
2008-09-08--0------------------------------------
2008-10-08--0------------------------------------
2009-01-11----------------------------------------
Minimum:00--2.6----------014001080--17.4--371.1--475016--
Maximum:03--2.7----------083551190--35.1--667--1040642--
Average:01--2.63----------05,238.431,135.00--23.56--531.43--7,026.331.0--
Range:--3--0.1----------06955110--17.7--295.9--565626--
Median:--1--2.6----------058071135--22.2--543.8--687036--
Loading (lb/day):--089.732.86--0.38--5.86--

Sample Point Description: Pre-construction: AMD about 300’ upgradient of McIntyre Road and NLO-D3. Original discharge location of D2. As refuse was removed from the project area, the discharge was discovered to emanate at the D2 location.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D7

Export Sample Point Report  /  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
2011-09-23Est52.82.8----------05055804--24.9-->500--724758559
2011-12-16--33.22.9----------05334>300--24.7-->500--695356775.2
2012-02-20Est103.22.9----5----04884893--19.2--544--436778834.6
2013-06-17--10--2.64------7636--06671.511927923818.6840038911696.47--
2015-03-17--154.52.82------4319--02330.935431212.111.752732633434.69--
2018-05-09------2.55------6673--04698.5188687222.7322.14314096710.950--
2017-01-23------3----------01914.6300--7.977--215.44--188926240.376
2017-04-24----2.512.8----------05144.8300--18.658--500--516262821.767
2017-07-17----2.612.6----------03812.2300--15.024--429.62--381670305.226
2017-10-30----3.563.1----------01234.6188.9--5.058--121.398--174916182.681
2018-04-30--52.612.8--------------------------------
Minimum:032.512.55----54319--01234.6188.93125.05811.75121.39826317497182.681
Maximum:0154.53.1----57636--06671.511928723822.154440911696.478834.6
Average:083.122.81----5.06,209--04,108.01579.77658.6718.8317.51364.31353.675,302.543.2531.26
Range:--121.990.55----03317--05436.91003.156032.94210.35422.6021469947.471651.919
Median:--7.532.8----56673--04791.2635479218.9318.68414.813894764.553559
Loading (lb/day):--0384.2360.4625.241.910.7327.1215.7

Sample Point Description: Pre-construction: AMD about 300’ upgradient of McIntyre Road and NLO-D3. Original discharge location of D2. As refuse was removed from the project area, the discharge was discovered to emanate at the D2 location. Post-construction: OPC1 upstream of confluence with OPC2 effluent

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D7A

Export Sample Point Report  /  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
2018-11-14Bucket252.692.67----3.54014002849.79321.99320.2511.2211.14178.92176.543014.840--
2019-01-15--222.962.88----0.65504--ND4184.97360.08--11.44--252.14--4121.417--
2019-07-16--9.802.512.45------6671--ND5142.68386.40375.7014.5514.22326.70293.756534.76--
2019-08-20--2.902.262.25------7795--ND6745.17326.79315.7317.7416.81381.40362.787627.5<5--
2019-09-23--4.452.552.40------4000+--ND6229.20>300--22.84-->500--7836.082--
2019-11-13--8.602.72.82------4249--ND2929.13470.33466.9213.8513.78262.69262.414061.213--
Minimum:02.902.262.25----0.64014002849.79321.99315.7311.2211.14178.92176.543014.86--
Maximum:0252.962.88----3.57795006745.17470.33466.9222.8416.81381.40362.787836.082--
Average:0122.612.58----2.15,372004,680.16373.12369.6515.2713.99280.37273.875,532.631.6--
Range:--22.10.70.63----2.93781003895.38148.34151.1911.625.67202.48186.244821.276--
Median:--9.22.622.56----2.054876.5004663.83360.08347.9814.214262.69278.085328.0517--
Loading (lb/day):00573.3249.5833.291.91.1733.2321.24

Sample Point Description: Sample upstream of D7 taken at pipe entering auto-flushing VFP since check dam diverts flow into AFVFP.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - D8

Export Sample Point Report  /  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
2008-07-29--1--2.6----------07884300--33.169--500--9842.31101236.09
2008-11-07------2.7----------07979.6300--33.869--500--8802.940865.36
Minimum:--1--2.6----------07884300--33.169--500--8802.940865.36
Maximum:--1--2.7----------07979.6300--33.869--500--9842.31101236.09
Average:--1--2.65----------07,931.80300.00--33.52--500.00--9,322.675.01,050.73
Range:--0--0.1----------095.60--0.7--0--1039.470370.73
Median:--1--2.65----------07931.8300--33.52--500--9322.6751050.73
Loading (lb/day):--094.773.61--0.4--6.01--

Sample Point Description:

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - AFVFP

Export Sample Point Report  /  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
2018-11-14Assumed252.82.79----23939002287.12240.03232.3310.8210.7168.55166.452883.218--
Minimum:0252.82.79----23939002287.12240.03232.3310.8210.7168.55166.452883.218--
Maximum:0252.82.79----23939002287.12240.03232.3310.8210.7168.55166.452883.218--
Average:0252.802.79----2.03,939002,287.12240.03232.3310.8210.70168.55166.452,883.218.0--
Range:--000----0000000000000--
Median:--252.82.79----23939002287.12240.03232.3310.8210.7168.55166.452883.218--
Loading (lb/day):00687.2872.1369.823.253.2250.6550.02

Sample Point Description: Effluent of Auto-Flushing Vertical Flow Pond. AFVFP utilizes Smart Drain, which is scheduled to flush for one hour once a day between 10-11AM EDT. The Smart Drain can be modified to adjust the timing and frequency of flushing.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - SP

Export Sample Point Report  /  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
2018-11-14Bucket6.52.842.77----3.42656001077.98101.93101.76.636.4895.4693.771687.366--
2019-01-15--1282.912.81----0.73901--ND2767.1278.89--8.93--192.77--3719.634--
2019-07-16--9.8--2.55------5019--ND3492.53415.12303.9212.0411.92241.54239.334815.913--
2019-08-20--2.9--2.42------6151--ND4893.65375.79353.6616.0315.05376.57346.896397.1<5--
2019-11-13--8.6--2.79------3421--ND1975.62260.2226.710.869.57198.74177.23416.218--
Minimum:02.92.842.42----0.72656001077.98101.93101.76.636.4895.4693.771687.313--
Maximum:01282.912.81----3.46151004893.65415.12353.6616.0315.05376.57346.896397.166--
Average:0312.882.67----2.14,230002,841.38286.39246.5010.9010.76221.02214.304,007.232.8--
Range:--125.10.070.39----2.73495003815.67313.19251.969.48.57281.11253.124709.853--
Median:--8.62.882.77----2.053901002767.1278.89265.3110.8610.75198.74208.273719.626--
Loading (lb/day):001025.56105.1915.93.470.6873.2313.19

Sample Point Description: Settling Pond effluent. May not always be flowing since VFP flushes once per day between 10-11AM EDT.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - NL0-D3 (pre-treatment)

Export Sample Point Report  /  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
2000-10-11------3----------0--398--21--359----106--
2001-02-12------2.9----------0--527--26.4--448--123026--
2001-07-17------------------0--2350--61.9--1670--201098--
2002-01-04Bucket10--2.8----4----05644774.6--34.8--651.3--7273----
2002-02-08Bucket10.9--2.79----12----03661484.1--22.9--422.6--4519----
2002-03-08Bucket7.9--2.83----18----03977500.2--25--512.6--4886----
2002-04-06Bucket17.1--2.75----11----04678577.4--21.4--483.8--4993----
2002-05-03Bucket15--2.74----17----067071037--26.2--729.9--7944----
2002-05-31Bucket8--2.8----27----09001401--36.2--926.3--10817----
2002-07-09Bucket4--2.56----28----0147222254--60--2030--17197----
2002-08-02Bucket2.2--2.57----33----0167262201--67.6--2168--17905----
2002-09-05Bucket2--2.53----29----0174412015--71.3--1702--18892----
2002-10-04Bucket4--2.55----27----093021225--51.7--1231--11953----
2002-11-08Bucket13--2.62----16----02980553.1--24.3--489.3--5013----
2002-12-06Bucket8.5--2.35----5----04841725.1--31.4--620--5746----
2006-12-08Meas11--2.8----------05265>300--17.1-->500--557854--
2007-01-22Meas28--2.9----------02936>300--11.9--268--395316--
2007-12-10Meas11.5--2.7----------03286>300--14.7--346--4009<3--
2008-02-29Meas18.6--2.8----------04032808--17.7--461--537714--
2008-03-28------2.9----------04063829--16.1--472--470334--
2008-05-01------2.9----------05440>300--23.1-->500--611730--
2008-06-03Meas10--2.8----------05000>300--21.5-->500--587148--
2008-07-03Est4--2.7----------04038>300--17--390.2--485932--
2008-07-29Meas1.47--2.7----------06833>300--30.9-->500--840828--
2008-09-08Est4--2.6----------08653>300--37.1-->500--1162648--
2008-10-08Est4--2.7----------08267>300--35.2-->500--987946--
2009-01-11Meas5--2.8----------02235>300--14.7--376.3--297710--
2009-02-10Est7--2.9----------04457>300--17.3-->500--552232--
Minimum:01.47--2.35----4----0900398--11.9--268--123010--
Maximum:028--3----33----0174412350--71.3--2168--18892106--
Average:09--2.74----18.9----06,243.361,097.62--30.59--797.97--7,379.941.5--
Range:--26.53--0.65----29----0165411952--59.4--1900--1766296--
Median:--8--2.79----17.5----04841808--24.65--489.3--557832--
Loading (lb/day):--0523.8554.76--2.61--51.29--

Sample Point Description: Discharge at culvert pipe beneath McIntyre Road prior to construction of the PTS.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - NL0-D3

Export Sample Point Report  /  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
2011-09-23Est1032.8----------02549371.7--13.7--293.5--321956261.7
2011-12-16--1033----------02573>300--13.6--304.9--346168360.4
2012-02-20Est2043----6----02846502--12.1--313--331340434.2
2013-06-17--10--2.63------6083--04783.5766665627.426.794123916799.711--
2015-03-17--68.64.63.06------2180--0282.6135.11144.674.64105721632.549--
2018-05-09------2.52------5560--03608.5165965517.8817.63363195355129--
2018-11-14----2.812.76----5.22863001192.21117.52112.896.956.91100.88110.321764.142--
2019-01-15--372.932.77----1.63453--ND2758.14272.68--8.73--186.06--3853.931--
2017-01-23----3.143----------01353.6206.98--6.011--156.93--181578153.627
2017-04-24----2.592.9----------03605.6300--13.69--363.69--562542565.502
2017-07-17------2.5----------04205.6300--15.972--453.18--459974323.658
2017-10-30----3.823.4----------0572.284.637--2.77--63.23--8511479.068
2018-04-30--52.852.9--------------------------------
Minimum:052.592.5----1.6218000282.684.637112.892.774.6463.23728511179.068
Maximum:068.64.63.4----66083004783.5766665627.426.79453.183916799.7129565.502
Average:0233.272.86----4.34,028002,527.50328.69384.4711.9613.99257.36223.083,524.052.8311.17
Range:--63.62.010.9----4.43903004500.97581.363543.1124.6322.15389.953195948.7118486.434
Median:--1032.9----5.23453002665.57300384.512.8512.26299.2214.66338745.5323.66
Loading (lb/day):00476.3668.324.692.461.0152.2915.2

Sample Point Description: Discharge at culvert pipe beneath McIntyre Road post-construction of the OPC and VFP. OPC put online 8/2/11 and VFP put online 7/31/18.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - NL0-D4

Export Sample Point Report  /  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
2002-01-04--5--------2.21392--2253.927.09--4.35--49.84--638----
2002-02-08--8.5--5.58--8.3711.11041--68.8614.51--1.3--15.01--349.9----
2002-03-08--8.95--5.86--9.2520.3922--29.9415.67--1.52--24.71--391.8----
2002-04-06--18.8--6.51--11.911.61001--93.8112.84--0.87--9.21--325.2----
2002-05-03--34.85--4.5--11.1817.11064--212513.34--1.93--28.13--467.6----
2002-05-31--6.9--4.07--7.3522.9961--2270.125.32--3.61--53.74--654----
2002-07-09--2--2.61--5.3729.26210--26771711--37.26--699.7--8121----
2002-08-02--0------------------------------------
2002-09-05--0------------------------------------
2002-10-04--NA--2.6--4.5129.54110--27265847.1--56.96--885.9--9236----
2002-11-08--19--4.36--7.0716.81256--226528.88--3.61--56.15--654.4----
2002-12-06--7--4.47----4.21121--2309.228.39--5.83--67.52--725.7----
2006-12-08------3.1----------01541104--15.4--190--141016--
2008-02-29Est1--3.1----------098451.6--16.7--160--137310--
2008-03-28------3.1----------0121852.9--13.6--142--1351126--
2008-05-01------3----------01430127--17.4--257--1848758--
2008-06-03Est2--3----------0101552.3--13.4--139.6--116628--
2008-07-03Est3--2.8----------0116743.3--15.2--153--166424--
2008-07-29Est1--2.9----------01467209.3--18--210.7--1913<5--
2008-09-08--0------------------------------------
2008-10-08--0------------------------------------
2009-01-11----------------------------------------
Minimum:00--2.6--4.512.2922--012.84--0.87--9.21--325.210--
Maximum:034.85--6.51--11.929.56210--93.817265847.1--56.96--885.9--9236758--
Average:07--3.85--8.1316.51,908--121,416.72137.33--13.35--184.84--1,899.3160.3--
Range:--34.85--3.91--7.3927.35288--93.817264844.26--56.09--876.69--8910.8748--
Median:--4--3.1--7.8616.951092.5--298443.3--13.4--139.6--116626--
Loading (lb/day):--2.5633.523.31--0.41--5.7--

Sample Point Description:

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - NL0-D5

Export Sample Point Report  /  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
2002-02-08------4.1--8.67111322------------------------
2002-03-08--28.7--3.65--8.8218.51688--2617.211.08--8.68--101.3--979.6----
2002-04-06--18--4.11--12.049.61631--211329.37--7.15--86.49--878.4----
2002-05-03--13.86--3.9--8.819.91202--2480.510.51--7.32--70.75--910.5----
2002-05-31--14.2--3.18--5.2526.31707--2593.717.83--9.58--98.32--1029----
2002-07-09--0------------------------------------
2002-08-02--0------------------------------------
2002-09-05--0------------------------------------
2002-10-04--NA--2.94--6.5227.72350--2253777.75--22.44--342.1--3322----
2002-11-08--54--3.4--9.1115.61354--2893.538.92--13.07--162--1679----
2002-12-06--8.5--4.11----11631--2815.238.32--10.7--114.7--1362----
2006-12-08------3.2----------043036--6.9--57.6--6708--
2008-02-29Est4--3.4----------02758.7--8.2--43.7--457<2--
2008-03-28------3.4----------02265.4--6--28--37312--
2008-05-01------3.3----------060329.2--10--104--82624--
2008-06-03Est2--3.3----------038122.7--6.5--50.9--464<5--
2008-07-03Est2--3.1----------082262.2--8.2--98--109112--
2008-07-29Est1--2.9----------02633297.7--18.1--356.9--318024--
2008-09-08Est0.5--2.8----------04317>300--25.1-->500--5558190--
2008-10-08Est0.5--2.8----------03669>300--26.5-->500--4680184--
2009-01-11----------------------------------------
Minimum:00--2.8--5.2511202--02265.4--6--28--3738--
Maximum:054--4.11--12.0427.72350--24317297.7--26.5--356.9--5558190--
Average:09--3.39--8.4616.21,611--11,276.5747.55--12.15--122.48--1,716.264.9--
Range:--54--1.31--6.7926.71148--24091292.3--20.5--328.9--5185182--
Median:--3--3.3--8.817.051631--0716.225.95--9.13--98.16--1004.324--
Loading (lb/day):--0.27118.693.82--1.52--17.42--

Sample Point Description:

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - OPC1 Effluent

Export Sample Point Report  /  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
2013-06-17--10--2.56------5844--04720.167664627.823.384303935919.48--
2015-03-17--68.64.63.08------2131--0898.4104101.094.674.4798931802.129--
2018-11-14----2.832.74----4.72913001225.44115.49114.347.16.93103.21100.881851.869--
2019-01-15----2.912.76----0.33577--ND2319.35279.88--9.12--193.62--294537--
2019-07-16--9.82.582.48------5194--ND56.32263.65258.7512.1511.6245.94236.754402.5<5--
2019-08-20--2.92.32.18------7449--ND4802.84259.78258.7415.5415.14330.15321.427215.4<5--
2019-09-23--4.52.612.4------4000+--ND3674>300--16.36--392.29--514752--
2019-11-13--8.6--2.83------2744--ND1255.2385.8785.24.474.3795.0594.56168536--
Minimum:--2.92.32.18----0.321310056.3285.8785.24.474.3795.059316858--
Maximum:--68.64.63.08----4.77449004802.8467664627.823.384303937215.469--
Average:--172.972.63----2.54,232002,368.96254.95244.0212.1510.98236.03206.603,871.038.5--
Range:--65.72.30.9----4.45318004746.52590.13560.823.3319.01334.953005530.461--
Median:--9.22.722.65----2.53788.5001787.29259.78186.5410.649.27219.78168.823673.7536.5--
Loading (lb/day):00301.783634.891.751.473428.8

Sample Point Description: Effluent of OPC1 prior to entering Neal Run.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - MP2

Export Sample Point Report  /  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
2002-01-04--310--5.7----------54--0.5--0.3--0.1--207----
2002-03-08--711.7--6.7----------42--0.6--0.2--0.3--128----
2002-05-31--764--5.4----------48--1.2--0.3--0.9--162----
2002-09-06--36--6.2----------184--0.7--0.2--0.3--322----
2018-05-09------7.04------384--44.45-34.830.380.10.190.170.14<0.10100.510--
2018-11-14----6.417.19----6.22913533.69-26.270.580.410.090.090.220.14608--
2019-01-15----7.127.42----2.82974538.91-30.650.42<0.100.090.080.15<0.1068.4<5--
2006-12-08----5.97.4----------48920.44--0.184--0.5--113.84--
2007-01-22------7.4----------32.8-21.20.3--0.1--0.5--103.63--
2007-03-23------6.8----------27.4-83.09--0.229--3.12--87.574--
2008-02-29------7.2----------35.4-80.331--0.105--0.2--141.82--
2008-03-28------7.3----------42.2-300.43--0.136--0.5--11440.1
2008-05-01------7.4----------42.8-22.60.3--0.148--0.5--91.610--
2008-06-03------7.1----------60.8-320.324--0.333--0.5--155.25--
2008-07-29------7.2----------153.6-1391.639--1.086--0.5--240.35--
2008-11-03----6.87.5----------152.2-140.20.87--0.232--0.5--463.78--
2009-01-30----6.317.3------376--40.2-23.80.3--0.143--0.5--129.85--
2009-04-27------7.3----------48.6-210.3--0.138--0.5--94.45--
2009-08-10------7.5----------98-86.80.3--0.302--0.5--166.25--
2009-11-02----6.847.4----------82.6-69.20.3--0.308--0.5--1185--
2010-01-25----7.117.1----------33.6-17.41.468--0.124--0.67--60.820--
2010-05-10----6.357.1----------49.4-30.40.3--0.225--0.5--98.55--
2010-07-26----6.477.5----------67.2-520.852--0.423--0.5--147.18--
2010-10-25----6.937.3----------171-145.81.131--0.195--0.5--362.15--
2011-04-11----7.737.2----------34-23.81.959--1.084--0.5--124.750.05
2011-07-19----7.027.2----------96.8-750.601--0.369--0.5--21850.15
2011-09-23----4.76.9----------82.2-57.20.438--0.343--0.5--188.6360.13
2011-10-24----6.867.3----------74.6-61.20.3--0.323--0.5--1795--
2011-12-16--1006.37.3----------58.6-39.80.3--0.17--0.5--11560.1
2011-12-19--1006.3----------------------------------
2012-01-23----6.247.1----------39.4-37.40.742--0.105--0.5--124.820--
2012-02-20--406.37.4----------44.6-34.80.3--0.133--0.5--156.250.08
2012-04-30----6.687.5----------47-46.20.3--0.155--0.5--108.55--
2012-07-23----6.417----------110-970.34--0.52--0.5--258.25--
2012-09-26--15--8----------146.2-110.80.3--0.185--0.5--243.8100.08
2012-11-05----7.17.5----------46-42.20.327--0.129--0.5--96.75--
2012-11-26--15--4.2----------0384.270.404--2.324--49.376--771.25852.79
2013-02-04----7.427----------31-23.40.3--0.05--0.5--725--
2013-04-22----8.067.6----------41.2-32.61.2--0.149--0.57--82.68--
2013-07-22----6.537.2----------81.4-71.80.3--0.332--0.5--174.45--
2014-08-04----7.457.4----------44.8-38.41.36--0.165--0.835--48.120--
2014-10-27------7.3----------139-102.80.381--0.312--0.5--257.65--
2015-04-27----6.467.4----------42-33.40.3--0.106--0.5--85.38--
2015-07-20----5.987.2----------48.6-11.40.396--0.214--0.5--152.85--
2015-10-26----6.497.5----------81-750.389--0.355--0.5--------
2016-02-08------7.6----------42-27.20.3--0.103--0.5--82.26--
2016-04-11----5.617.8----------46.4-29.20.399--0.145--0.5--95.36--
2016-07-25----6.687.6----------169.2-138.80.911--0.57--0.5--313.25--
2016-11-07----6.027.1----------69-49.80.377--0.348--0.5--139.15--
2017-01-23----6.37.2----------44.2-30.40.451--0.105--0.5--113.55--
2017-04-24----5.397.4----------39-31.40.441--0.089--0.5--62.710--
2017-10-30----6.817.4----------64.6-55.80.558--0.152--0.5--85.65--
2018-04-30----6.577.5--------------------------------
Minimum:--154.74.2----2.8291350-145.80.30.10.050.080.10.1448.120.05
Maximum:--7648.068----6.238445184384.270.4040.412.3240.1749.3760.14771.27452.79
Average:--2326.567.16----4.533740.0067-39.141.990.260.290.111.490.14161.710.16.69
Range:--7493.363.8----3.4931018453070.1040.312.2740.0949.2760723.17252.74
Median:--1006.497.3----4.5336.54048-34.80.40.260.190.090.50.14124.7550.1
Loading (lb/day):0133.24-1.73.5100.7102.350

Sample Point Description: Neal Run above Refuse DitchNeal Run upstream of the D2 discharge.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - MP3

Export Sample Point Report  /  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
2002-01-04--310--4.9------------15224.8--2--25--482----
2002-03-08--922.5--4.8--------------18.9--1.4--22.4--343----
2002-05-31--988--4.5--------------25.8--1.2--20--311----
2002-09-06--32--3.2--------------423.8--15.4--358.6--3667----
2018-05-09------3.75------793--0149.6535.4626.131.211.1518.7813.92402.552--
2018-11-14----4.313.76----6.159300107.2617.166.721.071.0613.5912.84268.542--
2019-01-15----4.553.87----2.86672ND183.4829.5319.121.091.0221.619.45383.942--
2006-12-08----4.84.4----------9181.831.2--1.09--22.2--280.836--
2007-01-22------4.6----------7.66614.6--0.499--8.42--191.218--
2007-03-23------4.8----------8.635.611.6--0.468--8.97--112.6142--
2008-02-29------4.5----------8.611624.1--0.746--15.5--213.128--
2008-03-28------4.3----------9.4214.243.58--1.149--26.395--352.42240.31
2008-05-01------3.5----------030659.443--1.546--34.041--470.456--
2008-06-03------4.2----------6.2274.850.499--1.832--32.765--454.436--
2008-11-03----3.343----------01211154.991--7.05--144.986--2869.360--
2009-01-30----5.364.3------691--9.6177.628.9--1.1--21.1--339.26--
2009-08-10------3----------0525.859.593--3.148--54.525--905.240--
2009-11-02----4.534.1----------5.6228.242.134--2.019--34.043--43640--
2010-01-25----6.486.3----------179.27.431--0.328--4.431--80.576--
2010-05-10----5.154.5----------8.6159.233.711--0.954--19.949--31228--
2010-07-26----5.244.5----------810821.337--1.394--18.442--303.848--
2010-10-25----3.173.4----------057549.972--3.404--80.363--104442--
2011-04-11----4.94.5----------9.8133.80.544--0.845--0.885--276.92023.45
2011-07-19----3.393.6----------01385.4253.3--6.793--150.4--1797.242274.62
2011-09-23------4.7----------10.411017.019--1.37--19.253--384.96010.74
2011-10-24----4.644.4----------10.2163.630.731--1.46--23.558--427.758--
2011-12-16--1005.14.6----------1098.620.436--0.965--16.071--284.53816.37
2011-12-19--1005.1----------------------------------
2012-01-23----4.694.5----------10.2128.631--1.051--19.684--304.948--
2012-02-20--404.94.4----------10.2153.830.311--1.014--20.924--334.33029.56
2012-04-30----4.684.5----------8.88917.849--0.862--15.949--240.652--
2012-07-23----4.514.5----------11.4145.624.183--1.882--26.102--502.544--
2012-09-26--15--4.3----------8.4175.810.965--2.151--32.886--525469.32
2012-11-05----5.936.1----------5.8108.014--0.469--6.472--149.828--
2012-11-26--10--7.6----------74.2-680.427--0.483--0.5--242.950.2
2013-02-04----5.935.4----------1.4217.723--0.285--4.684--127.422--
2013-04-22----6.674.9----------0.623.89.618--0.49--7.306--166.338--
2013-07-22----4.354.5----------014930.22--1.343--22.84--461.446--
2014-08-04----6.76.1----------7.635.691--0.401--4.859--111.744--
2014-10-27------6.3----------54.6-21.64.612--1.256--8.754--376.136--
2015-04-27----5.815----------022.411.349--0.465--6.996--18040--
2015-07-20----4.524.6----------0109.230.204--0.754--16.635--265.644--
2015-10-26----4.74.7----------9.893.816.8--1.351--15.866--------
2016-02-08------5.1----------8.235.88.633--0.482--6.795--166.810--
2016-04-11----4.444.5----------9.2121.424.228--0.983--17.575--320.932--
2016-07-25----4.784.7----------8.235.44.691--1.312--4.104--464.214--
2016-11-07----6.246.6----------50.8-29.81.283--0.724--4.243--191.412--
2017-01-23----4.864.5----------995.414.983--0.783--15.687--241.822--
2017-04-24----54.8----------9.242.414.134--0.447--8.502--149.126--
2017-07-17----4.764.5----------10.4151.625.369--1.37--22.384--360.138--
2017-10-30----6.286.2----------21.612.87.464--0.473--6.693--153.922--
2018-02-05------4.8----------8.836.28.306--0.45--6.859--170.626--
2018-04-30----5.774.8--------------------------------
Minimum:--103.173----2.859300-680.4276.720.2851.020.512.8480.550.2
Maximum:--9886.77.6----6.1793274.21385.4423.826.1315.41.15358.619.453667142274.62
Average:--2805.024.65----4.56861.0010171.0236.8417.321.621.0829.8015.40472.038.250.57
Range:--9783.534.6----3.3200274.21453.4423.37319.4115.1150.13358.16.613586.5137274.42
Median:--1004.864.5----4.4567918.611321.3419.121.091.0618.4413.92311.53819.91
Loading (lb/day):03.0486.9390.2805.03083.590

Sample Point Description: Neal Run below Refuse Dtich at old rail crossingNeal Run downstream of the D2 discharge.

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.


Neal Run Restoration Project Water Quality Report - MP3.5

Export Sample Point Report  /  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
2006-12-08----4.84.4----------8.877.431.1--1.12--22.6--386.336--
Minimum:----4.84.4----------8.877.431.1--1.12--22.6--386.336--
Maximum:----4.84.4----------8.877.431.1--1.12--22.6--386.336--
Average:----4.804.40----------977.4031.10--1.12--22.60--386.336.0--
Range:----00----------000--0--0--00--
Median:----4.84.4----------8.877.431.1--1.12--22.6--386.336--
Loading (lb/day):------------------

Sample Point Description:

  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 calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
  4. 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.