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INSTALL_1992
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0232573
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INSTALL_1992
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Last modified
6/23/2022 11:53:13 AM
Creation date
11/8/2018 9:39:21 AM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1992
RECORD_ID
PR0232573
PE
2361
FACILITY_ID
FA0003941
FACILITY_NAME
ORCHARD SUPPLY HARDWARE #1570
STREET_NUMBER
2650
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
21307061
CURRENT_STATUS
02
SITE_LOCATION
2650 MACARTHUR DR STE A
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\M\MACARTHUR\2650\PR0232573\INSTALL 1992.PDF
QuestysFileName
INSTALL 1992
QuestysRecordDate
8/2/2017 4:00:35 PM
QuestysRecordID
3544491
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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Pipe installation The recommendations previously made for bell and spigot joining systems <br /> (continued) should be followed. The most frequent causes of bad connections at fittings are: <br /> • movement before the adhesive is cured. Such movement either"cocks"the <br /> • joint or breaks the adhesive bond. If cocked fittings are put in service,the <br /> adhesive bond will most likely fail. <br /> • driving a fitting onto the pipe with a hammer. This damages the fitting or the <br /> taper on the pipe or both. There is no reason to use a hammer on fittings. <br /> Ameron recommends that flexible connectors be used for pipe connections at <br /> tanks and dispensers. A Oft(1200 mm)length of fiberglass pipe is also <br /> allowable per API Specification 1615. Never use metal swing joints. <br /> The proper vertical separation of lines is <br /> essential.Crossing lines should not be allowed <br /> to touch to avoid point loading the pipe. <br /> Crossovers are properly made using a tee and a <br /> 450 elbow as shown. <br /> iT <br /> rz <br /> i <br /> f <br /> Precise alignment and make-up <br /> The matched taper bell and spigot coupling does not always result in a precise <br /> and predictable insertion depth. This variation results from: <br /> • manufacturing tolerances in the fitting socket <br /> • differences in taper length when cut on the jobsite <br /> • differences of insertion when fit dry and when fit after the adhesive <br /> has been applied. <br /> Pipe testing <br /> The following is offered only as a guide to testing fiberglass pipe.The <br /> manufacturer assumes no responsibility or liability for the consequences of <br /> any testing practices. <br /> Pressuring equipment should be suited to the size of the line and the pressure <br /> required. Pumps or pressure source should have the capability of approaching <br /> test pressure on a gradual basis. <br /> Gauges should have a full scale reading of no more than twice the test pressure, <br /> i.e. do not use a 100 psi gauge for a 10 psi test. Gauges should be reliable, <br /> calibrated against a dead weight tester and zeroed for atmospheric pressure. <br /> The recommended hydrostatic test pressure is one and a half times expected <br /> operating pressure and should be maintained for at least 10 minutes. Do not <br /> exceed one and a half times the rating of the system. Check the pressure <br /> rating of all components of the system—not just the pipe—because tanks or <br /> • hoses may be rated lower than the pipe. <br /> Temperature changes can affect the pressure in the test line. In closed <br /> systems where pipe is exposed to the sun sizeable pressure increases may be 41 <br /> experienced. An overnight decrease in pressure from afternoon to early <br /> morning is normal due to temperature changes and does not necessarily <br /> 12 indicate a leak. <br /> e <br /> s <br />
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