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ARCHIVED REPORTS_XR0002883
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_XR0002883
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Last modified
1/31/2020 3:11:27 PM
Creation date
1/31/2020 12:34:46 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002883
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 4F 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 February 23, 200I. ATC has interpreted the groundwater <br /> gradient and flow direction for the upper aquifer, as shown on Figure 3. In the upper aquifer <br /> (monitoring wells MW-5, MW-6, and MW-7), the groundwater elevation increased from the <br /> previous quarter an average of 0.44 feet, ranging from 0.08 feet in monitoring well MW-6 to <br /> 1.14 feet in monitoring well MW-7. The apparent groundwater flow direction in the upper <br /> aquifer was southeasterly at a gradient of approximately 0.004 (Figure 3). <br /> Based on the, water-level data for February 23, 2001 (Table 1), ATC has interpreted the <br /> groundwater gradient and flow direction for the lower aquifer, as shown on Figure 4. In the <br /> lower aquifer (monitoring wells MW-1 R, MW-2, MW-3, MW-4), the groundwater level <br /> increased from the previous quarter an average of 0.07 feet, ranging from 0.06 feet in monitoring <br /> wells MW-1, MW-3 and MW-4 to 0.10 feet in monitoring well MW-2. The apparent <br /> groundwater flow direction in the lower aquifer was southeasterly at a gradient of approximately <br /> 0.0013 (Figure 4). <br /> iAs part of construction activities for widening West Hammer Lane, the casing of MW-8 was cut, <br /> and the well box lowered by V&W Drilling on August 11, 2000. The well was recently paved <br /> over by the City of Stockton preventing access to it. ATC collected a sample from this well. The <br /> groundwater elevation could not be calculated for well MW-8 this quarter. ATC will re-survey <br /> �{ the well so that groundwater elevation for MW-8 can be calculated for the previous and next <br /> quarter. <br /> 1� Laboratory analysis of the water samples collected on February 23, 2001 indicate that TPH-G <br /> BTEX, and MTBE were not detected in groundwater samples collected from MW-3, MW4 and <br /> MW-8 in the Iocal'lower aquifer. In the local upper aquifer TPH-G, BTEX, and MTBE were not <br /> detected groundwater samples collected from MW-6 and MW-7. TPH-G was detected in <br /> groundwater samples collected from MW-1 R, MW-2 and MW-5. BTEX was not detected any of <br /> the wells samples with the exception of an insignificant total xylenes concentration in MW-5. <br /> Laboratory results of fuel oxygenate compounds by USEPA Method 8260 indicates that MTBE <br /> was detected in the groundwater samples obtained from monitoring wells MWA R at a <br /> concentration of 97 micrograms per liter (pg/l), MW-2 (4,900 pO), and NRR-5 (3,400 4g11). <br /> 2000 F.+lush Ql v a l;rulm<Iwatcr%1.,mrmvn Rrpvt <br /> J V1,FTnVr—kQUTK Vr0P1 S 1 tT RHPI'k'1 S',_Ofl1 w rr:OflIq)j Lw <br />
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