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ARCHIVED REPORTS_1996_2
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440001
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ARCHIVED REPORTS_1996_2
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:40:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996_2
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996_2.tif
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EHD - Public
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Section No: 6 <br />Page: 4 of 16 <br />Revision No: 2.0 <br />Date: January 15, 1994 <br />=1M_- t1i'MILLiE <br />6.2.2 Composite Samples <br />In most cases, the to "compositesample" refers to a mixture of grab samples collected <br />at the same sampling point at different times. Sometimes the term "time-composite°A is <br />used to distinguish this type of sample from oth e- composite samples are most <br />useful for observing average concentrations that will be used, for example, in calculating <br />the loading or the efficiency of a wastewater treatment plant. As an alternative to the <br />separate analysis of a IMe number of samples and the computation of average and total <br />results, composite samples represent a substantial saving in laboratory effort and <br />expense. For these purposes, a composite sample r presenting a 24 hour period is <br />considered standard for most determinations. Under certain circumstances, however, a <br />composite sample representing one shift, or a shorter time period,, or a complete cycle of <br />a periodic operation, may be preferable. To evaluate the effects of special, variable, or <br />irregular es and operations, collect compositesamples representing the period <br />during which such discharges occur. <br />For determining components or characteristics subject to significant and unavoidable <br />changes on storage, do not use composite samples. Make such determinations on <br />individual samples as soon as possible after collection and preferably at the sampling <br />point. Analyses for all dissolved gases, residual chlorine, soluble sulfide, temperature, <br />and pH are examples of this type of determination. Changes in such components as <br />dissolved oxygen or carbon dioxide, pH, or temperature may produce secondary changes <br />in certain inorganic constituents such as iron, manganese, alkalinity, or hardness. Use <br />time -composite sples only for determining components that can be demonstrated to <br />remain unchanged under the conditions of sample collection and preservation. <br />Take individual portions in a bottle having a diameter of at least 35 mm at the mouth and <br />a capacity of at least 120 mL. Col!ect these portions every hour, in some cases every half <br />hour or even every five (5) minutes, and mix at the end of the sampling period or <br />combine in a single bottle as collected. If preservatives are used, add them to the sample <br />bottle initially so that all portions of the composite are preserved as soon as collected. <br />Analysis of individual samples sometimes may be necessary. It is desirable, and often <br />essential, to combine individual samples in volumes proportional to flow. A final sample <br />volume of 2 to 3 L is sufficient for sewage, effluents, and wastes. <br />Automatic spling devices are available; however, do not use them unless the sample is <br />preserved described below. Clean sampling devices, including bottles, daily to <br />eliminate biologi and other deposits. <br />6.2.3 Integrated Samples <br />For certain purposes, the information needed is provided best by analyzing mixtures of <br />grab samples collected from different points simultaneously, or as nearly so as possible. <br />Such mixtures sometimes are called integrated samples. An example of the need for such <br />sampling occurs in a river or stream that varies in composition across its width and <br />depth. To evaluate average composition or total loading, use a mixture of samples <br />representing various points in the cross-section, in proportion to their relative flows. The <br />need for integrated samples also may exist if combined treatment is proposed for several <br />separate wastewater streams, the interation of which may have a significant effect on <br />treatability or even on composition. Mathematical prediction of the interactions may be <br />inaccurate or impossible and testing a suitable integrated sample may provide more <br />useful information. <br />
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