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COMPLIANCE INFO_1992-2000
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0232587
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COMPLIANCE INFO_1992-2000
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Last modified
6/10/2020 10:20:59 AM
Creation date
6/3/2020 9:58:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1992-2000
RECORD_ID
PR0232587
PE
2361
FACILITY_ID
FA0004521
FACILITY_NAME
CHEVRON USA #201761*
STREET_NUMBER
1103
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21935038
CURRENT_STATUS
01
SITE_LOCATION
1103 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0232587_1103 S MAIN_1992-2000.tif
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EHD - Public
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16. <br />17. <br />is. <br />• <br />• <br />Any special accessories, fittings, coatings, or linings not inherent within the <br />initial design of the 10 tank or double-wall UST. [Section 2631 (r)] <br />A. Approved by a nationally recognized independent testing <br />organization <br />B. Demonstration of integrity with the 1° container or double <br />walled UST. <br />Tanks subject to floatation. [Section 2631 (s) ,WILL FVtVV I VG N <br />a. <br />A. Anchored by deadman or slab. t F- 1ZE&U1 Rer> <br />yrs <br />B. Anchors to be installed as specified by manufacturer. <br />C. Installation details provided on plans. <br />Fiber liners between tank(s) and excavation to prevent infiltration of native <br />soil into backfill material. <br />19. Secondary container other than double -walled tanks (includes interception and <br />detection systems). [Section 2633 (f)] <br />A. Backfill in secondary container. [Section 263 (c) 1-8] <br />B. Pore space of granular material used as backfill for primary <br />container(s) complies with Section 2631 (g). [Engineering data <br />to support capacity requirement]. <br />C. Two or more primary containers within secondary container. <br />(include information on product compatibility) <br />D. Secondary container capable of precluding highest anticipated <br />groundwater. <br />E. Secondary container sloped to a monitoring sump from which <br />leakage or precipitation can be detected and removed. <br />F. Water tight corner which extends at least a foot beyond each <br />boundary of the secondary container excavation, sloped to drain <br />away from excavation. <br />0 <br />7 <br />a <br />
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