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Water Quality Monitoring Report - Noosa Civic - November 2009-2010 - Eenie Creek Rd NOOSAVILLE · 132002.220285
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Work Order EB0918529
Client DUKE ENVIRONMENTAL
Project DE0923 ALS
AnelyEtcal A/effi s -• :: 1od
Pesticides by GCMS EP06E WATER USEPA SW 846 - 8270D Sample extracts are analysed by Capillary GC/MS and quantification is by comparison
against an established 5 point calibration curve. This method is compliant with NEPM (1999) Schedule B(3)
(Appdx. 2)
TPH - Semivolatile Fraction EP071 WATER USEPA SW 846 - 8015A The sample extract is analysed by Capillary GC/FID and quantification is by comparison
against an established 5 point calibration curve of n-Alkane standards. This method is compliant with NEPM
(1999) Schedule B(3) (Appdx. 2)
TPH Volatiles/BTEX EP080 WATER USEPA SW 846 - 8260B Water samples are directly purged prior to analysis by Capillary GC/MS and
quantification is by comparison against an established 5 point calibration curve. This method is compliant with
NEPM (1999) Schedule B(3) (Appdx. 2)
APHA 21st ed., 4500 Norg - D; APHA 21st ed., 4500 P - H. This method is compliant with NEPM (1999) Schedule
B(3) (Appdx. 2)
Separatory Funnel Extraction of Liquids ORG14 WATER USEPA SW 846 - 3510B 500 mL to 1 L of sample is transferred to a separatory funnel and serially extracted three
times using 60mL DCM for each extract. The resultant extracts are combined, dehydrated and concentrated for
analysis. This method is compliant with NEPM (1999) Schedule B(3) (Appdx. 2). ALS default excludes sediment
which may be resident in the container.
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