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COMPLIANCE INFO_PRE 2019
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2300 - Underground Storage Tank Program
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PR0231781
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COMPLIANCE INFO_PRE 2019
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Entry Properties
Last modified
2/14/2020 9:30:11 AM
Creation date
11/8/2018 10:25:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0231781
PE
2381
FACILITY_ID
FA0001100
FACILITY_NAME
DIAMOND OF CALIFORNIA
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15532019
CURRENT_STATUS
02
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\D\DIAMOND\1050\PR0231781\COMPLIANCE INFO PRE 2016.PDF
QuestysFileName
COMPLIANCE INFO PRE 2016
QuestysRecordDate
11/17/2016 10:15:37 PM
QuestysRecordID
141159
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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WEISSASSocurEs MI <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 leaked. 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 /> 2.1. 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 1 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 1.5, 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 I 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 depths <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\331DWG\331L1FE9.WP Page 5 <br />
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