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COMPLIANCE INFO_2001-2005
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231866
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COMPLIANCE INFO_2001-2005
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Last modified
6/10/2020 12:59:43 PM
Creation date
6/3/2020 9:53:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2001-2005
RECORD_ID
PR0231866
PE
2361
FACILITY_ID
FA0003957
FACILITY_NAME
AT&T California - UE020
STREET_NUMBER
124
Direction
W
STREET_NAME
ELM
STREET_TYPE
St
City
Lodi
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
124 W Elm St
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231866_124 W ELM_2001-2005.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 <br /> and 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'/a 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('/4-inch maximum)or crushed stone('k-inch maximum). <br /> • Wrap pipe lying near concrete with rubber or foam padding to avoid direct <br /> contact with the concrete. <br /> No pavement —` <br /> Asphalt--N 2(in) <br /> Concrete <br /> 4(min) F <br /> _ 18(min) <br /> 8(min) <br /> 4(min) <br /> Fig.5-1.Use only select materials i o <br /> -C <br /> for bedding and backfilling iSelect backfill <br /> Dualoy 3000/1-fuel handling C 6(min) <br /> systems.Native materials <br /> are rarely suitable and ��YJ�1Y/1111 <br /> should not be used. Native <br /> soil 4(ftp 6(min) <br /> Aft <br /> Dry fittingContained 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. <br /> Dimensions of containment <br /> l fittings may be found at the end <br /> of this document. <br /> Fig.6-1.During layout,bonding �� ^�' <br /> and inspection,support the r <br /> piping on 2x4 blocks to keep the ,F ' Do not bond primary system I <br /> joints clean and to keep bedding together before the <br /> out of the pipe.RemoveI secondary containment I <br /> supports before burial '�� <br /> system has been dry fit. <br /> L�----- -----� <br /> 5 <br />
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