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ARCHIVED REPORTS_XR0012734
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0528433
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ARCHIVED REPORTS_XR0012734
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Last modified
4/7/2020 1:16:57 PM
Creation date
4/3/2020 5:00:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012734
RECORD_ID
PR0528433
PE
2957
FACILITY_ID
FA0019174
FACILITY_NAME
CHEVRON SERVICE STATION 9-6171
STREET_NUMBER
6633
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741048
CURRENT_STATUS
02
SITE_LOCATION
6633 PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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f X69. E'§ I I -nr "wr"; T�c'a <br /> r a a�� 1 �rn,5'' e u` 5 4. .� 1 1 ::a� [a..a�. �`• y li <br /> &fit <br /> E i <br /> SIERRA <br /> wells were identified in the well survey within one-half mile of the site(Figure 3,Appendix A), Well <br /> owners, well owners'addresses, well location and well use are shown in Table 1 (Appendix 13). <br /> i <br /> Two of the wells identified in the well survey, a domestic well and a municipal well are <br /> potentially downgradient of the site. These wells are both more than one-quarter mile southeast <br /> of the site. <br /> The closest wells are seven monitoring wells located on the Lincoln Center property,one <br /> well west of the Lincoln Center property. and three San Joaquin County wells located in <br /> Gettysburg Place northwest to southwest of the site (Pfigure 2, Appendix A). These wells are <br /> located upgradient, cross-gradient and downgradient of the site. <br /> e <br /> r <br /> 2.SUBSURFACE INVESTIGATION <br /> i <br /> On July 24, 25,27,29 and August 5, 1990, four soil borirgp-i were drilled at the site by <br /> Soils Exploration Services of Vacaville, California. The borings were drilled to determine the <br /> presence or absence of hydrocarbons in soil beneath the site, Monitoring wells were installed in <br /> the four borings to evaluate ground water quality, and to determine the ground water gradient <br /> beneath the site, <br /> Monitoring well MW-2 was installed south of the southern pump islands in the presumed <br /> downgradient direction. Monitoring well MW-3 was installed northeast of the former underground <br /> tank location(in the northeast comer of the site). Monitoring well MW-4 was installed southwest <br /> E, <br /> of the existing underground tanks and monitoring well MW-5 was drilled next to the existing waste <br /> oil tank. The boring/monitoring well locations are shown in Figure 4, (Appendix A). <br /> The monitoring wells were constructed using 4-inch diameter,flush-threaded schedule 40 <br /> ` PVC blank casing and 0.020 slotted well screen. Twenty(20)ft of well screen was used in each <br /> of the monitoring wells with the top of the well screen placed approximately six to seven feet above <br /> the static water level to allow for seasonal ground water fluctuation. <br /> Page 5 <br />
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