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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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SJGOV\dsedra
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EHD - Public
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Geo(ngicaf%cfmics Inc. Page 6 <br /> Hunter Container <br /> Report-Soil and Groundwater Investigation <br /> Project No. 397.2 <br /> October 25, 1996 <br /> • Disposable gloves were used by the technician to collect all samples and were changed <br /> with each sampling event. <br /> • A bailer blank for each well was collected prior to sampling by filling the decontaminated <br /> stainless steel bailer with water (provided by the laboratory) and then filling a VOA vial <br /> (provided by the laboratory) using the same procedures for actual sample collection. <br /> Bailer blanks for each sample, along with a field blank (prepared from water provided by the <br /> laboratory poured into a VOA vial on site), will accompany the samples to the laboratory and <br /> serve as checks against cross contamination. <br /> A chain of custody document, listing all samples collected, accompanies the samples from <br /> field to laboratory, thereby providing a means to track their movement and insure their <br /> integrity. <br /> All water purged from each monitoring well and not used as a sample, was placed in a 55 <br /> gallon DOT approved container, properly labeled and stored on site until its proper <br /> disposition can be arranged. <br /> 1 <br /> 1.5 Soil and Groundwater Sample Analyses <br /> The following summarizes the sample testing used for this phase of work. The samples were <br /> submitted to two separate licensed analytical (Sherwood in Hilmar and Sequoia in <br /> Sacramento). A summary of the lab data is attached in Table 1. <br /> 1. Three soil samples from each borehole was tested for the following compounds: <br /> • Volatile organic compounds (VOCs) by EPA method 8240 <br /> 1 • Petroleum hydrocarbons (BTEX by EPA method 5030/8020, TPH- gasoline by EPA <br /> method 5030/8015m, TEPH-, kerosene, diesel, motor oil by EPA method <br /> 3510/8015m) <br /> 2. One groundwater sample was tested for the following: <br /> • Volatile organic compounds (VOCs) by EPA method 8240 <br /> • Petroleum hydrocarbons (TPH- gasoline by EPA method 8015m, TEPH-, kerosene, <br /> diesel, motor oil by EPA method 8015m) <br /> 3. One septic water sample was tested for the following: <br /> • Volatile organic compounds (VOCs) by EPA method 8240 <br /> • Petroleum hydrocarbons (TPH- gasoline by EPA method 8015m, TEPH-, kerosene, <br /> diesel, motor oil by EPA method 8015m) <br /> • CAM 17 Metals <br /> The detection limits for these compounds were very matrix dependent as can be seen in the <br /> lab sheet enclosed in Appendix B. The primary cause for this is that there was such a high <br /> concentration of gasoline, diesel, and motor oil contained in the samples that they interfered <br /> with the volatile organic compound analysis. <br />
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