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INSTALL_1991
Environmental Health - Public
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INSTALL_1991
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Last modified
7/6/2020 4:41:28 PM
Creation date
11/4/2018 3:01:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1991
RECORD_ID
PR0508337
PE
2361
FACILITY_ID
FA0008040
FACILITY_NAME
SAN JOAQUIN AIR
STREET_NUMBER
12145
Direction
N
STREET_NAME
DE VRIES
STREET_TYPE
RD
City
LODI
Zip
952429541
APN
05518005
CURRENT_STATUS
02
SITE_LOCATION
12145 N DE VRIES RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\D\DE VRIES\12145\PR0508337\INSTALL 1991.PDF
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EHD - Public
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i . <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 tank or double walled <br /> UST. <br /> 17. Tanks subject\toinstalled <br /> [Section 2631 (s)] <br /> t• 4 ' <br /> A. eadman or slab. <br /> B. installed as specified by manufacturer.C. tat , provided on plans. <br /> VVD. ovide <br /> q + <br /> 18. Fiie�4--linea__�between tanks) and excavation to prevent infiltration of native •. <br /> _ <br /> soil into backfill matenar.' <br /> 19. S nda container other tha n t n � <br /> and detection systems). [Section 2633 <br /> _ A. B kfill in secondary container. [Section 2635 (c) 1-4] <br /> _ B. Pore ace of granular material used as backfill for primary <br /> containe s) complies with Section 2631 (g). [Engineering data <br /> to suppor apacity requirement]. <br /> _ C. Two or more rimary containers within secondary container. <br /> (include inform ion on product compatibility) +, <br /> D. Secondary containe capable of precluding highest anticipated r <br /> groundwater. <br /> t, <br /> _dr E. Secondary container o a monitoring sump from which <br /> leakage or precipitati ' be detected and removed. <br /> F. Nater tight corner whirl rids at ]east a foot beyond each <br /> boundary of the seconda incr excavation, sloped to drain <br /> awav from excavation. <br /> .}1 <br />
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