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ARCHIVED REPORTS_XR0003706
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545337
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ARCHIVED REPORTS_XR0003706
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Last modified
2/11/2020 1:49:10 PM
Creation date
2/11/2020 11:38:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003706
RECORD_ID
PR0545337
PE
3528
FACILITY_ID
FA0003629
FACILITY_NAME
ARCO STATION #434*
STREET_NUMBER
501
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
03119028
CURRENT_STATUS
02
SITE_LOCATION
501 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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rn Mr. Kyle Christie <br /> April 4, 1995 <br /> Page 2 <br /> Because of the obstruction, monitoring well W-2 was replaced on December 29, 1994. The <br /> replacement well was installed in the same borehole as the original well. A well replacement <br /> report will be prepared in the first quarter of 1995. The well was developed, and samples <br /> were collected and analyzed for TPH-G and BTEX by EPA Methods 503018020, and 8015 <br /> Modified. <br /> Results and Discussion <br /> Summaries of depth-to-water measurements and calculated groundwater elevations are <br /> presented in Table 1. Table 2 lists past and present groundwater flow directions and hydraulic <br /> gradients for this site. <br /> Analytical results of groundwater samples are summarized in Table 3. The complete <br /> laboratory report for the sampling event is presented in Exhibit A. Figure 2 shows TPH-G <br /> and BTEX concentrations for this sampling event. <br /> The general groundwater flow direction beneath the site on December 19, 1994, was to the <br /> south under a hydraulic gradient of approximately 0.002 (Figure 1). Well W-2B was not used <br /> for contouring because it is completed in a deeper zone than the other wells. Well W-4 was <br /> not used in contouring because it was dry, well W-10 was not used because it was <br /> inaccessible, and well W-2 was not used because it was obstructed. <br /> Since groundwater monitoring began in 1988, the general groundwater flow direction has <br /> ranged from southwest to southeast at this site. The hydraulic gradient measured this quarter <br /> is within the range of previously reported gradients. Depth-to-water on December 19, 1994 <br /> ranged from 63.02 in well W-8 to 66.10 in well W-9. Well W-4 was dry. Since the last <br /> quarterly monitoring event (September 28, 1994), water-level elevations in all the measured <br /> monitoring wells have increased an average of 2.35 feet. <br /> I <br /> Benzene concentrations this quarter were nondetectable in all the sampled wells (W-1A, W- <br /> 2A, W-2B, W-3, W-6 through W-9, W-11, and W-12)except well W-5. Benzene in well W-5 <br /> is reported to be 2.2 micrograms per liter (µg11). These concentrations are within the range <br /> of previously reported values. TPH-G concentrations were nondetectable in all sampled wells. <br /> These concentrations are consistent with previous values. The detection limit for benzene is <br /> 0.5 pg/1 and for TPH-G is 50 pg/l. <br /> The reason for the presence of benzene in the sample from well W-5 is unknown at this time. <br /> BTEX and TPH-G have not been detected in well W-5 since February of 1992, with the <br /> exception of 1.1 pg/l of toluene on September 28, 1994. As discussed in the third quarter <br /> 1994 report, the presence of toluene on September 28, 1994 may be the result of laboratory <br /> •� Use or disclosure of data contained on this sheet is subject to the restriction specified at the beginning of this <br /> document. <br /> 13194ZEPORTS\4TH94QTRM T <br />
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