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COMPLIANCE INFO_1991-1994
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231746
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COMPLIANCE INFO_1991-1994
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Last modified
1/3/2024 2:06:49 PM
Creation date
6/23/2020 6:51:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1991-1994
RECORD_ID
PR0231746
PE
2361
FACILITY_ID
FA0003862
FACILITY_NAME
Marks Fuel & Food, Inc.
STREET_NUMBER
880
Direction
E
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
049-050-32
CURRENT_STATUS
01
SITE_LOCATION
880 E VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231746_880 E VICTOR_1991-1994.tif
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EHD - Public
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The backfill material surrounding a tank is a critical part of a fiberglass tank installation. <br />This brochure gives guidelines for choosing the best material to use when installing fiber- <br />glass tanks. <br />Xerxes specifies that gravel or crushed stone be used as a backfill material. <br />1. PEA GRAVEL (mix of rounded particles) must have a minimum diameter of and <br />a maximum diameter of 3/4'. <br />2. STONE CRUSHINGS should be washed and free flowing. The mix of angular <br />particle -size should be between /s' and 1h" and must meet ASTM C-33 paragraph <br />9.1 requirements. <br />3. No more than 5% of the backfill shall pass through a No. 8 sieve. <br />COARSE AGGREGATE is a more technical term for the material that meets Xerxes' <br />backfill size requirements. The American Society for Testing and Materials (ASTM) and <br />The American Association of State Highway Transportation Officials (AASHTO) have <br />specifications for standard sizes of coarse aggregate. The standard sizes of coarse aggregate <br />that meet Xerxes' pea gravel specifications are given in Table I. The standard sizes of coarse <br />aggregate that meet Xerxes' crushed stone specifications are given in Table II. <br />Some quarries may produce materials that meet Xerxes' requirements but are not iden- <br />tified by a standard coarse aggregate size number. The quarry should be able to provide <br />a specification that identifies the size or gradation of the material. If a specification for the <br />material is not available, an independent testing laboratory can provide a sieve analysis per- <br />formed per ASTNLC-136 on a sample of the backfill material. The sieve analysis or material <br />specification can then be compared against Xerxes' size requirements for the pea gravel or <br />crushed stone. <br />Another important characteristic of good backfill material is hardness or stability <br />when exposed to water or loads. Most materials have no problem meeting the hardness <br />requirement. Materials like soft limestone, sandstone or shale should not be used as backfill <br />because they break down over time. <br />1-4 R.1 <br />
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