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COMPLIANCE INFO_2000-2005
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2300 - Underground Storage Tank Program
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PR0516248
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COMPLIANCE INFO_2000-2005
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Last modified
10/19/2023 3:05:39 PM
Creation date
6/3/2020 10:00:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2000-2005
RECORD_ID
PR0516248
PE
2361
FACILITY_ID
FA0012532
FACILITY_NAME
CHEVRON STATION #209167
STREET_NUMBER
1234
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22120016
CURRENT_STATUS
01
SITE_LOCATION
1234 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0516248_1234 E YOSEMITE_2000-2005.tif
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EHD - Public
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0 <br /> TABLE I <br /> • Aggregate' <br /> Standard Sizes of Coarse That Meet <br /> Xerxes PEA GRAVEL Specification 2 <br /> This table identifies standard sizes of coarse aggregate that meet Xerxes'pea gravel <br /> specification.The first column identifies standard sieve sizes that are used to grade aggregate <br /> material.The remainder of the columns have a standard aggregate size number at the top of <br /> the column.For each aggregate size, the amount of material finer than each laboratory sieve <br /> (square openings)is given as percentage of the total weight of the sample.These percentages <br /> give an indication of the particle size distribution or gradation within a given aggregate size. <br /> Using aggregate size number 6 as an example, we can expect 20% to 55% of the sample <br /> (measured by weight)to pass through a 1/2 inch sieve. <br /> Aggregate Size Numbers <br /> Sieve Size 6 67 7 <br /> Amounts finer than each laboratory sieve(Square Openings),weight percent <br /> a, <br /> 1 in. 100% 100% — <br /> a <br /> 3/4 in. 90 to 100 90 to 100 100 <br /> 1/z in. 20 to 55 — 90 to 100 <br /> 3/8 in. 0 to 15 20 to 55 40 to 70 <br /> nA <br /> No.4(0.187 in.) 0 to 5 0 to 10 0 to 15 <br /> ft <br /> 1/s in. — — <br /> No.8(0.094 in.) — 0 to 5 0 to 5 <br /> NOTES <br /> 1. Standard sizes of coarse aggregate per ASTM D-448,ASTM C-33 and AASHTO M 43. <br /> 2. PEA GRAVEL(mix of rounded particles)must have a minimum diameter of 1/s'and a maximum <br /> diameter of 3/4". No more than 5% of the backfill shall pass through a No. 8 sieve. <br />
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