Water Quality Report


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Miller Run 1 Water Quality Report - PA284A1

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
2001-06-23------3.8----------076.40.263--1.45--3.27--108.3120.09
2001-12-09--10--4----------041.40.14--1.49--2.19--90.620.04
2002-06-29--15--1.8----------01155.40.178--1.31--3.81--13640.02
2002-09-28--20--3.9----------0790.279--1.63--2.49--98.180.11
2002-12-28--776--3.8----------077.40.139--1.27--4.26--122.520.09
2003-03-29--150--3.9----------0620.102--0.902--2.06--84.460.02
2003-07-01--45--3.7----------067.60.572--1.061--3.142--122.280.05
2003-09-20--60--4.1----------051.40.166--1.12--1.76--61.820.11
2003-12-20--252--4----------047.80.095--0.93--2.15--8020.1
2004-03-20--240--4----------0470.092--0.807--1.86--81.820.06
2004-06-18--81--3.8----------0560.137--0.984--2.01--9460.13
2006-07-16--30--3.7----------031.40.238--1.207--2.704--166.420.09
2007-05-06--210--3.8----------0560.3--0.866--2170--102.73--
2009-09-21--0------------------------------------
2010-04-15--954.324.44----9.1125--0180.11--0.74--1.1--46<5--
2013-08-19--103.723.945248.5716.42960024.770.370.251.271.172.462.0496.8<5--
Minimum:--03.721.85248.579.112500180.0920.250.741.171.12.044620.02
Maximum:--7764.324.445248.5716.4296001155.40.5720.251.631.1721702.04166.4120.13
Average:--1334.023.785248.5712.821100126.100.210.251.141.17147.022.0499.44.50.08
Range:--7760.62.64007.3171001137.40.4800.8902168.90120.4100.11
Median:--604.023.95248.5712.75210.500560.170.251.121.172.462.0496.830.09
Loading (lb/day):000000000

Sample Point Description: Influent to Miller Run 1 passive system

  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.


Miller Run 1 Water Quality Report - PA284 Outflow

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
2008-10-18--3--6.7----------22.2-9.61.841--0.327--2.161--72.168--
2009-09-21--0------------------------------------
2009-11-17--9--6.2----------10.20.80.3--0.358--0.79--59.85--
2010-04-15--954.214.78----8.8201--0210.05--0.67--1.7--90<5--
2012-05-31--11054.9----------7.619.80.3--0.557--1.494--78.85--
2013-07-17--454.74.7----------03.80.3--0.805--1.889--128.35--
2013-08-19--105.014.553718.7515.427611.814.620.13<0.100.980.91.651.4193.9<5--
2015-06-24--386.87.4----------251.40.3--0.355--0.5--59.46--
2018-03-14--106.26.7----------15-3.80.3--0.261--0.652--75.85--
Minimum:--04.214.553718.758.820110-9.60.05--0.2610.90.51.4159.45--
Maximum:--1106.87.43718.7515.4276125211.841--0.980.92.1611.41128.368--
Average:--365.325.743718.7512.12391.00106.000.44--0.540.901.351.4182.315.7--
Range:--1102.592.85006.67502530.61.791--0.71901.661068.963--
Median:--105.015.553718.7512.1238.518.92.60.3--0.460.91.571.4177.35--
Loading (lb/day):0000--0000

Sample Point Description: Final Effluent of Miller Run 1 passive system; Effluent of limestone bed; DEP SIS sample point MRUNT1 was the raw water before the system was constructed and is the effluent after the system was constructed. An attempt was made to separate the data.

  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.