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ARCHIVED REPORTS XR0003298
Environmental Health - Public
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DIAMOND
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1050
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2900 - Site Mitigation Program
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PR0001781
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ARCHIVED REPORTS XR0003298
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Last modified
7/3/2019 12:56:58 PM
Creation date
7/3/2019 10:47:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003298
RECORD_ID
PR0001781
PE
2960
FACILITY_ID
FA0004090
FACILITY_NAME
DIAMOND WALNUT GROWERS INC
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155 320 19 5
CURRENT_STATUS
01
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Y <br /> W ISS ASSOCI47ES Q <br /> 2. SUBSURFACE INVESTIGATION <br /> The subsurface investigation consisted of collecting soil samples beneath each of the <br /> tanks and analyzing the samples for the chemicals stored in each tank Since chemicals <br /> released from the tanks would migrate downward into the underlying soils, analysis of samples <br /> collected beneath the tanks may indicate whether the tanks have Ieaked To increase the <br /> probability of detecting released chemicals, soil samples were collected both within one ft of <br /> the tank bottoms and three to four ft beneath the tank bottoms Since some of the chemicals <br /> stored in Tanks 7 and 8 are naturally occurring, samples of uncontaminated native soil were <br /> also collected and analyzed Comparison of the analytic results for these background samples <br /> to the analytic results for the samples from beneath the tanks may indicate whether the tanks <br /> leaked <br /> 21 SOIL BORINGS <br /> The objective of the drilling was to describe subsurface conditions and to collect soil <br /> samples from below the tanks Between 13 and 16 December 1988, PC Exploration of <br /> Roseville, California drilled nine soil borings beneath the underground storage tanks using <br /> Mobile B-53 hollow-stem and Johnson continuous-flight auger drill rigs The drilling was <br /> supervised by Weiss Associates geologist Robert Agnew <br /> All of the borings were drilled at an angle of approximately 45 degrees to horizontal <br /> and extended 3 5 to 9 ft below the tank bottoms Boring logs are presented as Appendix A <br /> Sample locations and borehole orientations are shown on Figures 3a through 3h <br /> Four samples were collected from beneath Tank I from two borings drilled adjacent <br /> to the southeastern corner of the tanks Two samples were collected from each boring within <br /> about I ft below the tank bottom and about 3 5 ft below the tank The samples from below <br /> Tank 5 were collected from a single boring drilled from the northwestern side of the tank <br /> The samples were collected at about 15, 5 0 and 9 0 ft below the tank bottom A shallow <br /> sample was not collected below the southern end of this tank due to limited access and buried <br /> utilities The Tank 6 samples were collected 1 to 4 ft beneath the tank from two borings <br /> drilled from the southwestern side of the tank The samples beneath Tanks 7 and 8 were <br /> collected from boreholes drilled north of Tank 7 and west of Tank 8, respectively, at deptlis <br /> of about 2 5 and 7 ft below the tank bottoms The background samples were collected at 10 0 <br /> ft depth from borings drilled north of Tank 7 and west of Tank 6 After the sampling was <br /> completed the borings were filled with cement grout containing about 5% bentonite powder <br /> F \ALL\331DWG1331L1FF9 WP <br /> Page 5 <br />
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