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COMPLIANCE INFO_2005-2010
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0232397
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COMPLIANCE INFO_2005-2010
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Last modified
11/14/2023 1:36:01 PM
Creation date
6/3/2020 9:56:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2005-2010
RECORD_ID
PR0232397
PE
2361
FACILITY_ID
FA0003978
FACILITY_NAME
KAISER FOUNDATION - MANTECA
STREET_NUMBER
1777
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
20018034
CURRENT_STATUS
01
SITE_LOCATION
1777 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0232397_1777 W YOSEMITE_2005-2010.tif
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EHD - Public
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Trenching,bedding Recommended practices <br /> and backfilling Although fiberglass pipe has excellent strength,it must be protected against impact <br /> which may occur from improper handling or during backfilling. <br /> • Provide a trench width equal to the pipe diameter plus six inches on each side. <br /> Separate multiple lines by at least 4 inches.Refer to Fig.5-1. <br /> • Provide a minimum of 18 inches of select backfill between the top of the pipe and <br /> unpaved ground surfaces. <br /> • Provide a minimum of 4 inches of select backfill between the top of the pipe and <br /> reinforced concrete pavement(4 inches minimum thickness). <br /> • Provide a minimum of 8 inches of select backfill between the top of the pipe and <br /> asphalt pavement(2 inches minimum thickness). <br /> • Slope the trench bottom evenly from the dispensers back to sumps or tanks at a <br /> minimum% in/ft. <br /> • Maintain the trench bottom free of hard or sharp objects. <br /> • Grade the trench bottom with at least 6 inches of select backfill to provide firm, <br /> even support for the pipe.Compact the subgrade well to prevent differential <br /> settling. <br /> • Protect the pipe from impact during backfilling and abrasion during operation by <br /> surrounding it with four to six inches of select backfill such as washed sand,pea <br /> gravel(3k-inch maximum)or crushed stone(lb-inch maximum). <br /> • Wrap pipe lying near concrete with rubber or foam padding to avoid direct contact <br /> with the concrete. <br /> Norte--�—� <br /> Asphaft '',-, 2(min) <br /> 4(min) ` <br /> 18(min) <br /> 4 • -r- - 8(min) <br /> r a ` <br /> 4(min) ® CO , <br /> • <br /> Fig.5.1.Use only select materials _ <br /> for bedding and backfilling select back® - 6(mh) <br /> Dualoy 30001L fuel handling ' <br /> systems.Native materials ® , <br /> are rarely suitable and Nathre <br /> should not be used. Sol 4( ) 6(min ) <br /> Dry fitting contained Recommended practices <br /> primary piping Have island forms,boxes,and shear valves in place before dry fitting. <br /> • Lay out and dry fit primary and containment piping at the same time. <br /> • Allow sufficient clearance when dry fitting the primary to accommodate the <br /> containment fittings.Dimensions <br /> of containment fittings may be <br /> found at the end of this <br /> Fig.and During layout,bonding document. <br /> _/� <br /> and inspection,support the r®®—®—®®®—bond not nm <br /> piping on 2x4 blocks to keep the ' Do p' ary system i <br /> joints clean and to keep bedding ( I together before the secondary ' <br /> out of the pipe.Remove supports I containment system has been <br /> before burial <br /> � dry fit. <br /> I <br /> 5 <br />
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