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ARCHIVED REPORTS_XR0002885
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545252
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ARCHIVED REPORTS_XR0002885
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Last modified
1/31/2020 3:19:00 PM
Creation date
1/31/2020 12:41:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002885
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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1 <br /> 5 <br /> 4.0 SUMMARY OF RESULTS <br /> 1 <br /> A summary of the analytical results from current and past well sampling is presented in Table 1. Based <br /> i� on the water-level data for September 18, 2000, ATC has interpreted the groundwater gradient and flow <br /> direction for the upper aquifer, as shown on Figure 3. In the upper aquifer (monitoring wells MW-5, <br /> MW-6, and MW-7), the groundwater elevation decreased from the previous quarter an average of 1.15 <br /> feet, ranging from 1.13 feet in monitoring well MW-7 and MW-6 to 1.18 feet in monitoring well MW-5. <br /> The apparent groundwater flow direction in the upper aquifer was southeasterly at a gradient of <br /> ' approximately 0.005 (Figure 3). <br /> ' Based on the water-level data for September 2000 (Table 1), ATC has interpreted the groundwater <br /> gradient and flow direction for the lower aquifer, as shown on Figure 4. In the lower aquifer (monitoring <br /> ' wells MW-1R, MW-2, MW-3, MW-4), the groundwater level decreased from the previous quarter an <br /> average of 1.18 feet, ranging from 1.23 feet in monitoring well MW-2 and MW-3 to 1.13 feet in <br /> monitoring well MW-6 and MW-7. The apparent groundwater flow direction in the lower aquifer was <br /> southeasterly at a gradient of approximately 0.00 17 (Figure 4). <br /> ' As part of construction activities for widening West Hammer Lane, the casing of MW-8 was cut and the <br /> well box lowered by V&W Drilling. The well was recently paved over preventing access to it. Therefore, <br /> the groundwater elevation could not be calculated for well MW-8 this quarter. ATC will re-survey the <br /> well when it is located so that groundwater elevations can be accurately calculated. <br /> Laboratory analysis of the water sample collected on September 18, 2000 indicates that TPH-G and <br /> BTEX was not detected in any of groundwater samples collected from monitoring wells with the <br /> rexception of MW-2, where benzene was detected in a concentration of 25 micrograms per liter (µg/1). <br /> TPH-G was detected in the groundwater samples from monitoring well MW-1R, MW-2 and MW-5. <br /> Laboratory results of fuel oxygenate compounds by USEPA Method 8260 indicates that MTBE was <br /> detected in the groundwater samples from monitoring wells MWAR (31µg/1), MW-2 (3,600 gg/1), and <br /> ' MW-5 (2,900 µg/1). Tert-butanol (200 µg/1) and TAME (30 }ig/1) were detected in samples collected <br /> from monitoring well MW-5. The next quarterly groundwater sampling is scheduled for the fourth quarter <br /> of 2000. <br /> 2W0 Third Quarter Groundwater Monitoring Report <br /> 51Ple3santon�projrcts\1n ProgreWQU1KSTOPSQS 1321R8PORTSUOOO\3rd0tr2000rpt.&w <br /> 1 <br />
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