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COMPLIANCE INFO_1987-2000
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2300 - Underground Storage Tank Program
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PR0231065
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COMPLIANCE INFO_1987-2000
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Last modified
11/9/2022 12:59:37 PM
Creation date
6/23/2020 6:40:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1987-2000
RECORD_ID
PR0231065
PE
2361
FACILITY_ID
FA0003699
FACILITY_NAME
DSS COMPANY
STREET_NUMBER
655
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14707110
CURRENT_STATUS
01
SITE_LOCATION
655 W CLAY ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231065_655 W CLAY_1987-2000.tif
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EHD - Public
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TERMINATION <br />TEE 90° ELBOW 450 ELBOW SLEEVE COUPLING CONCENTRIC REDUCER <br />F <br />r - <br />_i ET <br />.� g g� <br />TERMINATION CONCENTRIC REDUCER <br />WITH 3/4" NPT <br />3/4" NPT <br />TAP <br />SIZES <br />SIZES AVAILABLE <br />Belled sift Oust <br />Thteaailside OWN <br />WT mmiiiernwewsm <br />3"x2" <br />3"X1" <br />4" x 2" <br />3" x 1'A" <br />4" x 3" <br />3" x 11h" <br />7 <br />4"x1' <br />3 <br />4" X 11/2" <br />2% <br />4" x 11h" <br />Size <br />A <br />B <br />C <br />D <br />E <br />F <br />3" <br />I 6 <br />7 <br />14 <br />3 <br />2% <br />2% <br />4" <br />( 7'h <br />8 <br />14 <br />3 <br />3 <br />21h <br />6"' <br />8 <br />9 <br />P 16 <br />4 <br />4 <br />3 <br />t unrc. A^ .,ws.., rnnta.m t fim— aro net IIt A11 r I rated <br />PRESSURE RATINGS <br />Sizepsig <br />at <br />150° F <br />3" <br />90 <br />4" <br />80 <br />6"' <br />rit <br />SADDLES <br />Bending Properties of RED THREAD II Pipe <br />TYPICAL PHYSICAL PROPERTIES"I <br />M <br />Nomkw <br />In Radiusm <br />Pipe Size <br />751 F/24• C <br />11,900 psi <br />9,300 psi <br />50 It <br />2„ <br />15.2 m <br />22.700 psi <br />80 It <br />3„ <br />24.4 m <br />1.92 x 106 psi <br />1.70 x 106 psi <br />100 It <br />4„ <br />30.5 in <br />TYPICAL PHYSICAL PROPERTIES"I <br />Property <br />Value <br />Value <br />Test Method <br />Tensile Strength — Axial at 750 F <br />at 150 F <br />11,900 psi <br />9,300 psi <br />82.05 MPa <br />64.12 MPa <br />ASTM D-2105 <br />Compressive Strength — Axial at 75° F <br />22.700 psi <br />156.51 MPa <br />ASTM D-695 <br />Modulus of Elasticity in Tension at 75° F <br />at 150° F <br />1.92 x 106 psi <br />1.70 x 106 psi <br />1.32 x 10' MPa <br />1.17 x 10° MPa <br />ASTM D-2105 <br />Ultimate Hoop Tensile Strength at Burst <br />Average at 75° F <br />44,000 psi <br />303.37 MPa <br />ASTM D-1599 <br />Long Term Hoop Strength at 75° F <br />9,140 psi <br />63.02 MPa <br />ASTM D-2992 <br />Cyclic Pressure (150 x 106 cycles) at 150° F <br />8,020 psi <br />55.30 MPa <br />Procedure A <br />Thermal Expansion Axial <br />2" 3" 4" pipe <br />1.09 x 10'6 in./in./°F <br />1.96 x 10-5 mm/mm/0C <br />AOSI-TM16-3 <br />Thermal Conductivity <br />2" 3" 4" pipe <br />2.9 BTU /(fta)(hr.)(°F/in.) <br />0.42 W/(m)(°K) <br />AOSI-TM16-15 <br />Specific Gravity <br />( 1.85 <br />1.85 <br />ASTM D-792 <br />Flow Factor <br />Hazen-Wiliiams Coefficient <br />150 <br />150 <br />AOSI <br />(1) Threaded connections must he (2) Sharper bends should be eliminated to avoid stress (3) Data not available at time of printing. (4) Tests run on pipe samples. <br />made with a flexible connector. concentration which would result in premature <br />pipe tailure under pressure conditions. <br />
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