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2900 - Site Mitigation Program
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PR0508043
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/24/2021 7:04:54 PM
Creation date
5/24/2021 11:28:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
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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GEOMATRIX <br /> groundwater sampling, and analytical methods are described in Sections 2.3.1, 2.3.2, and 2.3.3, <br /> respectively. <br /> 2.3.1 Soil Sampling <br /> Between August 6 and 15, 2003,Resonant Sonic International, Inc., of Woodland, California, <br /> advanced eight soil borings (SB-15 through SB-21 and SB-17A) on- and off site with oversight <br /> by a Geomatrix field geologist. Borings were advanced to depths ranging from 15 to 100 feet <br /> bgs using a Rotosonic rig 114 equipped with a 4-inch outer-diameter drive casing. Boring <br /> f depths were based on field observations of petroleum hydrocarbon-impacted soil. Drilling and <br /> soil sampling equipment was cleaned prior to being used at each boring location. <br /> Soil samples were collected continuously from each boring using a continuous core system <br /> (3-inch diameter by 5-feet in length). Soil cores were logged by a Geomatrix geologist in <br /> accordance with the Unified Soil Classification System as presented in the American Society of <br /> Testing and Materials (ASTM) Standard D2488-90. Recovered soil was screened in the field <br /> for organic vapors using a photoionization detector(PID). Soil samples were also examined <br /> for indications of petroleum hydrocarbons, i.e., petroleum odor and/or staining/discoloration <br /> L.J (greenish gray color). Boring logs are included in Appendix B. <br /> lA minimum of three soil samples were collected for laboratory analysis from each of the <br /> l on-site borings SB-15 through SB-17 and SB-21. Soil samples were collected at depths of <br /> approximately 1 and 5 feet bgs to evaluate the presence of petroleum constituents in shallow <br /> soil. Up to two samples were collected from deeper depths to evaluate the vertical extent of <br /> petroleum impact from about 40 to 60 feet bgs. Additional soil samples were collected from <br /> S13-17,including one at a depth that correlated with the most affected soil observed(e.g., high <br /> `�. PID readings, petroleum odor, and/or soil discoloration) within the soil column (at about <br /> 24 feet bgs) and two samples at the terminus of the boring to evaluate the vertical extent of <br /> affected soil (at about 56 and 68 feet bgs). The terminus samples were collected from depths <br /> below which field observations and/or screening results did not indicate the presence of <br /> petroleum constituents. <br /> A minimum of two soil samples were collected for laboratory analysis from each of the off-site <br /> -� borings SB-18 through SB-20. The primary purpose of these three borings was to delineate <br /> petroleum-affected soil hydraulically downgradient of the site. Shallow samples were not <br /> collected from these off-site borings because there was no evidence of petroleum-impacted soil <br /> from ground surface to about 56 feet bgs. A soil sample was collected from the depth interval <br /> 1:%eaoiecn 00N%5o1 LOWU011-03.d.� 6 <br /> t <br />
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