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Last modified
5/17/2019 9:45:35 AM
Creation date
5/16/2019 2:23:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0505363
PE
2960
FACILITY_ID
FA0005584
FACILITY_NAME
VALLEY PACIFIC LODI PLANT & CARDLOCK
STREET_NUMBER
930
Direction
E
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905023
CURRENT_STATUS
01
SITE_LOCATION
930 E VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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March 16, 1988 <br />P.6 <br />Roberts Oil Company <br />Page 3 <br />the higher PID values. The analytical results indicated that due to the high <br />number of alkanes and lack of octanes, that the hydrocarbon in the soil is <br />diesel. J.H. Kleinfelder & Associates' concluded that hydrocarbon <br />contamination in the underlying soil profile was limited to the area beneath <br />the above ground storage tank yard, and between the transfer block and <br />loading area. Kleinfelder postulated that the loading area is a possible <br />source of the hydrocarbon contamination. The soil profile encountered <br />during the drilling and sampling operations conducted by J.H. Kleinfelder & <br />Associates consisted of silty sand from ground surface to a depth of <br />approximately 10 feet, sand grading to a silt from 10 to approximately 30 <br />feet below ground surface, and a clayey silt from approximately 30 to 36.5 <br />feet below ground surface (total depth explored). <br />J.H. Kleinfelder & Associates also installed three ground water quality <br />monitoring wells west of the above ground storage tank farm, within the <br />southwest portion of the site's fenced enclosure, and east of the underground <br />storage tank farm. Ground water was first encountered at a depth of <br />approximately 38 feet below ground surface in each of the three monitoring <br />well boreholes. The monitoring well borehole logs prepared indicate that the <br />aquifer system encountered is probably unconfined. Following Installation, <br />each well was was initially sampled with a clear plastic bailer to visually <br />inspect for the presence of floating product or sheen. Floating product was <br />not encountered in the wells installed. However, approximatley 4 inches of <br />product was encountered in MW -1, a pre-existing well, located at the <br />southeast corner of the transfer block. Each of the wells installed by <br />Kleinfelder were developed and purged prior to ground water quality <br />sampling. Well MW -1 was purged prior to collecting a ground water quality <br />sample. Samples were collected by bailer and submitted for laboratory <br />analyses of aromatic hydrocarbons and total extractable hydrocarbons. The <br />laboratory analytical results indicated that gasoline related constituents <br />(benzene, toluene, and xylene), and total hydrocarbons, were detected in the <br />ground water quality sample collected from MW -1. However, the same <br />constituents and compounds were not detected, at their respective analytical <br />detection limits, in ground water quality samples collected from the three <br />wells installed. J.H. Kleinfelder & Associates' concluded that the prevailing <br />hydraulic gradient is probably from northwest to southeast beneath the site, <br />
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