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ARCHIVED REPORTS XR0003073
EnvironmentalHealth
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KETTLEMAN
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003073
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Entry Properties
Last modified
10/10/2018 10:22:55 AM
Creation date
10/10/2018 9:02:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003073
FileName_PostFix
XR0003073
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
Scanner
TMorelli
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EHD - Public
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Chevron Products Company 7 <br />Former Chevron Service Station 95775 301 West Kettleman Lane, Lodi, California March 30 2000 <br />remediation system performance at the site This section presents a discussion of the <br />constant -rate aquifer pumping test data analysis and results <br />Data Analysis <br />Following the constant -rate pumping test, graphs of drawdown versus time were produced <br />for pumping and observation wells Graphs were produced for the background phase, <br />pumping phase, and recovery phase of each test Additionally, graphs of changes in <br />barometric pressure dunng background and pumping phase were also produced <br />Data Corrections <br />Various factors that could potentially affect aquifer pumping test data were considered prior <br />to analysis of the data These factors include (1) accuracy, (2) changes in barometric <br />pressure, and, (3) regional fluctuations in groundwater levels <br />1 To evaluate instrumentation accuracy, manual water level measurements in the <br />monitored wells were collected to verify the electronic data measured by the <br />transducers In general, it was observed that drawdown effects denved from the <br />pressure transducer data and manual data were equivalent <br />2 Site barometric pressure readings were collected simultaneously with electronic water <br />level readings on a separate data -logger used during the constant -rate pumping test <br />. Barometric pressure was compared to background phase data to evaluate the effects <br />of changing barometnc pressure on water levels Barometric pressure changes dunng <br />the pumping phase were compared to drawdown data to determine if barometric <br />pressure changes during constant -rate pumping test significantly affected water levels <br />in observation wells <br />• <br />Based on G -R's continuous monitoring conducted in October 1999, SECOR assumed <br />that operation of the Well 12 would result in water level fluctuations at the site In <br />addition, rainfall also occurred dunng the time penod that background data was <br />collected Leaching of rainfall into the aquifer would also result in groundwater <br />fluctuations not related to barometric pressure As a result, SECOR utilized data <br />collected from the morning of November 19th through 6 00 a m on November 20'h to <br />evaluate barometric pressure influences This period was selected because no <br />precipitation occurred days prior to or dunng this time and Well 12 did not operate <br />for approximately 10 hours pnor to or dunng this period Operating periods and <br />discharge quantities of Well 12 from November 14th through November 28th are <br />summanzed on Table 1 Based on this, background data collected dunng this period <br />was considered to be most reliable for evaluating barometric pressure influences <br />11Chevron1957751Aquifer test\Revised195775Aquifertestrevised doc <br />
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