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COMPLIANCE INFO_1990-2010
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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2300 - Underground Storage Tank Program
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PR0231084
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COMPLIANCE INFO_1990-2010
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Last modified
2/6/2024 4:02:25 PM
Creation date
6/23/2020 6:41:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1990-2010
RECORD_ID
PR0231084
PE
2361
FACILITY_ID
FA0006447
FACILITY_NAME
SHELL FOOD MART
STREET_NUMBER
2320
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12521030
CURRENT_STATUS
01
SITE_LOCATION
2320 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\E\EL DORADO\2320\PR0231084\EVR PHASE II PLAN 2008.PDF
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EHD - Public
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117 <br />16. 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 10 container or double <br />walled UST. <br />17. 1 anks subject to floatation. [Section 2631 (s)] <br />A. Anchored by deadman or slab. <br />B. Anchors to be installed as specified by manufacturer. <br />C. Installation details provided on plans. <br />18. ✓ Fiber liners between tank(s) and excavation to prevent infiltration of native <br />soil into backfill material. Spun S&,Ae L pC6 <br />? <br />19. /J Secondary container other than double -walled tanks (includes interception and <br />detection systems). [Section 2633 (f)] <br />A. Backfill in secondary container. [Section 2635 (c) 1-81 <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 />7 <br />
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