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2900 - Site Mitigation Program
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PR0508043
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Last modified
5/27/2021 2:02:02 AM
Creation date
5/24/2021 4:13:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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GEOMATRIX <br /> 3.0 INVESTIGATIVE OBJECTIVES AND APPROACH <br /> In May 2002, Geomatrix implemented a soil and groundwater investigation and analytical <br /> program at the site. The field investigation program and Work Plan was developed based on <br /> review of previous work conducted at the site and in accordance with the revised CTA. Sam- <br /> pling locations are shown on Figure 3. Specific objectives of the sampling program are sum- <br /> marized below. <br /> ® • Assess lateral extent of petroleum hydrocarbon-affected soil. Boring GMX-9 was <br /> drilled to assess the southern lateral extent of petroleum-affected soil northwest of <br /> the building in the area of MW-2 and GMX-3. <br /> • Assess vertical extent of petroleuyn hydrocarbon-affected soil. Borings GMX-8 <br /> and GMX-1B were drilled within the area of petroleum-affected soil to assess the <br /> vertical extent of affected soil along the northern property boundary of the site. <br /> • Assess groundwater quality. Geomatrix collected groundwater samples from on- <br /> site monitoring wells MW-2, MW-3, and MW-4 and off-site monitoring well <br /> WSFMW-1 to assess groundwater quality at the site and cross-downgradient (north) <br /> of affected soil. <br /> • Assess the presence of separate phase petroleum in MW-1. Geomatrix evaluated <br /> the continued presence of a thin layer of separate-phase petroleum in MW-1. <br /> 4.0 FIELD AND ANALYTICAL METHODS <br /> Prior to conducting field activities, Geomatrix obtained a boring permit from the SJC-PHS <br /> (Appendix A), notified Underground Service Alert (USA), and contacted Cruz Brothers Sub- <br /> Surface Locators, Inc., of Milpitas, California,to perform an underground utility clearance at <br /> each boring location. Soil boring, groundwater sampling, and analytical methods are described <br /> in Sections 4.1, 4.2, and 4.3, respectively. <br /> 4.1 SOIL BORINGS <br /> Three soil borings (GMX-8, GMX-9, and GMX-1B) were advanced on May 20 and May 21, <br /> 2002 by Gregg Drilling and Testing Inc. (Gregg Drilling) under Gcomatrix supervision. Bor- <br /> ings were advanced to depths ranging from 60 to 90 feet bgs using a Mobile B-61 hollow stem <br /> auger drill rig equipped with 8-inch diameter augers. Boring depths were based on field obser- <br /> vations of petroleum hydrocarbon-impacted soil. All drilling and soil sampling equipment was <br /> steam cleaned prior to use. <br /> 1loaklldeptdatalDoc_safe1G000s15447.00RReportlUS Can Soi]GW Rpt.doc <br />
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