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3500 - Local Oversight Program
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PR0544299
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Last modified
4/2/2019 3:23:12 PM
Creation date
4/2/2019 3:13:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544299
PE
3528
FACILITY_ID
FA0015022
FACILITY_NAME
USA PETROLEUM #3696
STREET_NUMBER
2448
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
05814001
CURRENT_STATUS
02
SITE_LOCATION
2448 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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y <br /> Mr.Harlin Knoll Y' <br /> San Joaquin County Environmental Health Department <br /> Page 2 of 3 <br /> Groundwater Sampling and Analytical Results i <br /> Groundwater monitoring wells MW-1 through MW-3 were sampled on July 13, 2005. The methods <br /> used to collect the samples are presented in Attachment A Samples from these wells were analyzed for <br /> total petroleum hydrocarbons in the gasoline range (TP g), benzene, toluene, ethylbenzene, xylenes <br /> (BTEX), methyl tertiary butyl ether (MTBE), tertiary am 1 methyl ether (TAME), tertiary butyl alcohol <br /> (TBA), di-isopropyl ether(DIPE), and ethyl tertiary butyl ther (ETBE) using EPA Test Method 8260B. <br /> Due to a sampling oversight, samples were not tested fortotal petroleum hydrocarbons as diesel (TPHd). <br /> Kiff Analytical Labs, Inc. (Kill Analytical) of Davis, California, a California state-certified laboratory, <br /> performed the chemical analyses. The analytical la oratory report, including chain-of-custody <br /> documentation, is included as Enclosure C. Laborator3 analyses results for the third quarter 2005 <br /> sampling event are presented in Table 1 and concentrations of MTBE, benzene, and TPHg are shown on <br /> Figure 4. <br /> Conclusions <br /> ■ Concentrations of TPHg remained below the laboratory reporting limit of 50 micrograms per liter <br /> (µg/L) in wells MW-1,MW-2 and MW-3. <br /> ■ Concentrations of MTBE in groundwater collected from MW-1 continue to decrease, despite a <br /> slight increase last quarter. <br /> ■ The groundwater flow direction trend is in a northwesterly direction (Figure 3), although the <br /> overall trend for the site has generally been in a southeasterly direction. <br /> Future Work <br /> The next groundwater monitoring event is scheduled f r October 2005. A down-gradient, off-site <br /> groundwater monitoring well has been proposed and will be installed if Delta is successful at obtaining a <br /> right-of-entry agreement with the owner of the adjacent shopping center,Mr. Daniel McNeer. <br /> Remarks <br /> The recommendations contained in this report representDelta's professional opinions based upon the <br /> currently available information and are arrived at in acco dance with currently acceptable professional <br /> standards. This report is based upon a specific scope ol work requested by the client. The contract <br /> between Delta and its client outlines the scope of work, and only those tasks specifically authorized by <br /> the contract or outlined in this report were performed. Thi report is intended only for the use of Delta's <br /> client and anyone else specifically listed on this reporl. Delta will not and cannot be liable for <br /> unauthorized reliance by any other third party. Other than as contained in this paragraph, Delta makes no <br /> express or limited warranty as to the contents of this report. <br /> rl <br /> I <br />
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