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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
Fields
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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NPT threaded connections Thread preparation <br /> Inspect the threads of the fiberglass adapters. Do not use couplings with <br /> damaged threads. <br /> Before joining a threaded fiberglass fitting to a steel fitting,always inspect the . <br /> steel threads for burrs. Remove any burrs by making up a mating steel fitting <br /> to the burred threads. Unmake this fitting and re-inspect the threads before <br /> using.Threads must be clean and dry before applying thread-sealing <br /> compound. <br /> Always dry fit the fiberglass threads and the steel threads without sealing <br /> compound. It should be possible to dry fit the threads as shown in the <br /> following table. If the proper number of threads do not make up,select a new <br /> steel fitting and repeat the process. <br /> Best results will be obtained using a non-hardening,solvent-free Teflon® <br /> based thread sealant such as Jomar® Seal"The Heavyweight." <br /> Non-hardening thread sealants such as RectorSeals No.5 have also <br /> been used successfully. <br /> Apply the thread-sealing compound to the male and female threads of the <br /> adapter or fitting. <br /> Insert the fiberglass adapter into the steel coupling and hand tighten.The <br /> parts should make up the number of threads shown in table below. If they do <br /> not, a proper seal may not be effected when tightened. <br /> Making the joint <br /> The threaded joint should be made up prior to bonding to the pipe.To <br /> complete the joint, a wrench should be used to get full make-up.Standard pipe <br /> wrenches can be used with care on the adapters, but do not overtighten. <br /> Thread Make-Up <br /> Nominal Threads to Additional <br /> Pipe Size Dry Fit Threads to Seal <br /> (i n) (mm) <br /> • 11/2 40 4-5 3 <br /> 2 50 4.5 3 <br /> 3 80 5-6 2 <br /> 4 100 6.7 2 <br /> 6 150 7.8 2 <br /> Teflon is a registered trademark of the E.f.du Pont de Nemours&Co.,Inc. <br /> Joiner isa trademark of✓omar <br /> RectorSeatis a registered trademark of the RectorSeat Corporation <br /> Pipe installation Bedding, backfilling and covering <br /> Grade the trench bottom to provide firm, even support for the bottom of the <br /> pipe and to provide an even slope back to the tanks.The trench bottom must <br /> be free of hard or sharp objects that could damage the pipe. Never leave <br /> empty adhesive cans, bottles, or trash in the ditch. <br /> Burial depth <br /> A minimum of 18 inches(50 cm)of select backfill(sand, pea gravel or crushed <br /> stone[maximum size 1/2 inch or 12 mm]) is recommended between the top of <br /> the pipe and the ground surface to minimize the likelihood of damaging the <br /> pipe. <br /> In cases where space does not permit 18 inches of cover, use the following <br /> recommendations as a guide: <br /> • When the pavement is reinforced concrete at least 4 inches(100 mm)thick, <br /> a minimum of 4 inches of select backfill is recommended between the top of <br /> the pipe and the bottom of the concrete. <br /> • When the pavement is an asphalt mix at least 2 inches(50 mm)thick,a <br /> • minimum of 8 inches(200 mm)of select backfill is recommended between • <br /> the top of the pipe and the bottom of the pavement. <br /> • Caution:Vehicles should not be allowed over backfilled trenches prior to <br /> concreting or asphalting as they may cause damage to the pipe. <br /> 10 <br />
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