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ARCHIVED REPORTS_XR0002882
EnvironmentalHealth
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HAMMER
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3500 - Local Oversight Program
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PR0545252
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ARCHIVED REPORTS_XR0002882
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Last modified
1/31/2020 3:13:43 PM
Creation date
1/31/2020 12:32:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002882
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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5 <br /> 4.0 SUMMARY OF RESULTS <br /> ' A summary of the analytical results from current and past well sampling is presented in Table 1. <br /> Based on the water-level data for May 22, 2001, ATC has interpreted the groundwater gradient <br /> and flow direction for the upper aquifer as shown on Figure 3. In the upper aquifer (monitoring <br /> wells MW-5, MW-6, and MW-7), the groundwater elevation increased from the previous <br /> .� quarter an average of 0.73 feet, ranging from 0.068 feet in monitoring well MW-7 to 0.76 feet in <br /> monitoring well MW-6. The apparent groundwater flow direction in the upper aquifer was <br /> southeasterly at a gradient of approximately 0.0056 (Figure 3). <br /> Based on the water-Ievel data for May 22, 2001 (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 <br /> (monitoring wells MW-1R, MW-2, MW-3, MW-4 and MW-8), the groundwater level increased <br /> from the previous quarter an average of 0.56 feet, ranging from 0.81 feet in monitoring wells <br /> MW-2 and MW-3 to 0.77 in MW-1 but decreased by 0.35 feet in monitoring well MW-8. The <br /> apparent groundwater flow direction in the lower aquifer was generally easterly to southeasterly <br /> at a gradient of approximately 0.003 (Figure 4). <br /> As part of the construction activities for widening West Hammer Lane, the casing of MW-8 was <br /> cut and the well box lowered by V&W Drilling on August 11, 2000. The monitoring well was <br /> resurveyed by Morrow Surveying on May 22, 2001. The report is presented in Appendix D. <br /> The groundwater elevation for MW-8 this quarter and the previous quarter are presented in Table <br /> 1. <br /> Laboratory analysis of the water samples collected on May 22, 2001 indicate that TPH-G, BTEX, <br /> and MTBE were not detected in groundwater samples collected from MW-3 and MW4 in the <br /> local lower aquifer. Low concentrations of TPH-G and BTEX were detected in the off-site well <br /> MW-8 for the first time since this well was first monitored on December 9, 1999. In the local <br /> upper aquifer, TPH-G, BTEX, and MTBE were not detected in groundwater samples collected <br /> from MW-6 and MW-7. TPH-G was detected in groundwater samples collected from MW-1R <br /> and MW-2 in the lower aquifer and MW-5 in the upper aquifer. BTEX was not detected in any of <br /> the well samples with the exception of low concentrations of BTEX in MW-8. <br /> Analytical results of fuel oxygenate compounds by USEPA Method 8260 indicate that MTBE <br /> was detected in the groundwater samples obtained from monitoring wells MW-1R at a <br /> t <br /> 20M Fourth Quarter Omwdw tra Monilodng Report i <br /> J:%1n Pr09-1QLaXS MPQS 13ZREPORZSS200 I ti2ndQtM i rpt dm <br />
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