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ARCHIVED REPORTS_XR0002384
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3500 - Local Oversight Program
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PR0545195
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ARCHIVED REPORTS_XR0002384
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Last modified
1/23/2020 3:34:02 PM
Creation date
1/23/2020 3:01:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002384
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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n 1)[,L N,) r'Or6M 1 ANCY <br /> R 0 Box 2165 m Livermore California 94551 • 510-373-9211 <br /> OPERATIONAL DEFINITION <br /> CONSTANT RATE AQUIFER TESTS <br /> Well pump tests in which the flow rate is held reasonably constant <br /> (+/- about 5% ) or and that have a duration longer than a few hours are <br /> referred to either as constant rate aquifer tests or by a name <br /> suggesting a typical duration_ Typical test names are: 24-hour pump <br /> test, 72-hour pump test, etc However, in order to qualify as an <br /> aquifer test, the response in at least one observation well must be <br /> monitored in addition to that in the pumping well . Aquifer tests are <br /> not always conducted for the same reasons , although most tests have <br /> many of the same ob)ectives. Tests conducted without observation <br /> wells are an extended duration variety of sustained yield testing. If <br /> properly conducted, sustained yield testing of any duration can yield <br /> useful aquifer hydraulic information . <br /> Aquifer tests are performed to determine the hydraulic properties of <br /> aquifer systems, fundamentally, the transmissi.vity and the storage <br /> coefficient of the aquifer material near the monitored wells . <br /> Proper aquifer test design is essential to the successful <br /> determination of aquifer system properties . Aquifer test design, and <br /> later data analysis and evaluation require a knowledge of the <br /> geological characteristics of the subsurface; the type of aquifer and <br /> confining beds, including thickness and lateral extent; the type and <br /> nature of the boundaries to the aquifer system, data on the <br /> groundwater flow system, including horizontal or vertical flow, water <br /> table or potentiometric surface gradients, and regional trends in <br /> groundwater levels; and an understanding of other wells in the aquifer <br /> system. Aquifer test design should include the performance and <br /> interpretation of a step drawdown test. <br /> Performing successful aquifer tests require, at a minimum: <br /> 1 . ) A determination of the pre-pumping and post-pumping water- <br /> level trend; <br /> 2 . ) A carefully controlled and monitored constant pumping rate; <br /> 3 . ) Accurate water level measurements made at precisely known times <br /> during the drawdown and recovery periods in both the pumping well <br /> and an one (preferably three) or more observation wells . <br /> Analyzing and evaluating aquifer test data is based on theoretical models <br /> that the hydrogeologist must understand in addition to the thorough <br /> investigations into the geology of the area, as alluded to above. <br /> Because different types of aquifers can exhibit similar drawdown <br />
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