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INSTALL_2012
Environmental Health - Public
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88 (STATE ROUTE 88)
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2300 - Underground Storage Tank Program
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PR0231622
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INSTALL_2012
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Last modified
11/20/2024 9:21:41 AM
Creation date
12/23/2020 9:14:57 AM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2012
RECORD_ID
PR0231622
PE
2351
FACILITY_ID
FA0000055
FACILITY_NAME
TESORO (SPEEDWAY) #68150
STREET_NUMBER
13975
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01908014
CURRENT_STATUS
01
SITE_LOCATION
13975 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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APPENDIX 8: XERXES PRIMARY BACKFILL REQUIREMENTS <br /> B7.GENERAL number 6 of rounded stones,for example,20-55 percent of the sam- <br /> B1.1.The backfill material surrounding an underground storage ple(measured by weight)should pass through a 1/2-inch sieve.And, <br /> tank(UST)is a critical part of a proper tank installation.This docu- with aggregate size number 7 of crushed stones,0-15 percent of the <br /> ment gives guidelines for choosing the primary backfill material to sample(measured by weight)should pass through a No.4 sieve. <br /> use when installing Xerxes fiberglass tanks. B2.4.Some material suppliers may produce materials that meet <br /> B1.2.The Xerxes Installation Manual specifies that select rounded Xerxes'requirements but are not identified by a standard coarse <br /> stones or crushed stones are to be used as primary backfill material. aggregate size number.The supplier should be able to provide a <br /> B1.3.Primary backfill material is to be clean,free-flowing,and free of specification that identifies the size or gradation of the material. <br /> dirt,sand,large rocks,roots,organic materials,debris,ice and snow. 62.4.1.If the material supplier is unable to supply a gradation re- <br /> B1.4.No backfill material shall be frozen or contain lumps of port,an independent testing laboratory can perform a sieve analy- <br /> frozen material at any time during placement. sis on a sample of the material according to the ASTM C 136 <br /> testing specifications.The test results can then be compared <br /> B1.5.Another important characteristic of good backfill material is against the size requirements for rounded or crushed stones <br /> hardness or stability when exposed to water or loads.Most materi- shown in table Bl-1. <br /> als have no problems meeting the hardness requirement. B3,ROUNDED STONES <br /> 81.5.1.Materials like soft limestone,sandstone,sea shells or shale B3.1.When using select rounded stones,the material is to be a <br /> should not be used as backfill because they break down over time. mix of rounded particles,sizes between 1/8 inch and 3/4 inch. <br /> B2.ACCEPTABLE BACKFILL MATERIALS B3.2.The rounded stones must conform to the specifications of <br /> 82.1.Coarse aggregate is a technical tens for the material(rounded ASTM C 33,sizes 6,67 or 7. <br /> stones and crushed stones)that meets Xerxes'backfill size requirements. <br /> 83.3.No more than 5 percent(by weight)of the backfill may pass <br /> B2.2.ASTM International and The American Association of State through a#8 sieve.See TABLE B1-1 for additional information <br /> Highway and Transportation Officials(AASHTO)have specifications about specifications. <br /> for standard sizes of coarse aggregate. <br /> NOTE:Generally,rounded stones that meet the gradation re- <br /> B2.3.TABLE 61-1 gives the standard sizes of coarse aggregate that quirements are larger than allowable crushed stones. <br /> meet Xerxes'backfill material specifications for rounded stones and <br /> crushed stones.It identifies standard sieve sizes used to grade ag- 54.CRUSHED STONES <br /> gregate material. For each aggregate size,the amount of material B4.1.When using crushed stones,the material is to be a mix of <br /> finer than each laboratory sieve(square openings)is given as a angular particles,sizes between 1/8 inch and 1/2 inch. <br /> percentage of the total weight of the sample. 84,2.The crushed stones must conform to the specifications of <br /> NOTE:ASTM uses size numbers 6,67,7 and 8 to describe spe- ASTM C 33,sizes 7 or 8. <br /> cific gradation profiles for materials that pass through a series of B4,3.No more than 5 percent(by weight)of the backfill may pass <br /> sieves.Do not confuse these gradation profiles with sieve sizes. through a#8 sieve.See TABLE B7-1 for additional information <br /> 82.3.1.The percentages give an indication of the particle size distribu- about specifications. <br /> tion or gradation within a given aggregate size.With aggregate size <br /> TABLE B1-1 —Percent of Stones Passing Through Sieve by Sieve Size <br /> Rounded Stones 40, Crushed Stones <br /> ASTM C 33 #6 Stone #67 Stone #7 Stone ASTM C33 #7 Stone #8 Stone <br /> Size# Size# <br /> 1 inch o 1 inch ___ ___ <br /> Sieve [25 mm] 100 /0 100% --- 125 mm] <br /> Size 3/4 inch 3/4 inch <br /> [19 mm] 90-100% 90-100% 100% [19 mm] 100% --- <br /> 1/2 inch1/2 Inch <br /> [12.5 mm] 20-55% --- 90-100% 90-100% 100% <br /> [12.5 mm] <br /> 3/8 inch 0-15% 20-55% 40-70% 3/8 inch 40-70% 85-100% <br /> 19.5 mm] 19.5 mm] <br /> No.4 No.4 <br /> .0187 inch 0-5% 0-10% 0-15% .0187 inch 0-15% 10-30% <br /> 14.75 mm] [4.75 mm] <br /> No.8 No.8 <br /> .094 Inch --- 0-5% 0-5% .094 inch 0-5% 0-10% <br /> [2.38 mm] [2.38 mm] <br /> 28 <br />
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