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COMPLIANCE INFO_1985-1998
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231342
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COMPLIANCE INFO_1985-1998
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Last modified
11/4/2021 2:57:00 PM
Creation date
6/3/2020 9:46:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1985-1998
RECORD_ID
PR0231342
PE
2361
FACILITY_ID
FA0000392
FACILITY_NAME
FLAMES LIQUOR
STREET_NUMBER
1301
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03104030
CURRENT_STATUS
01
SITE_LOCATION
1301 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0231342_1301 W KETTLEMAN_1985-1998.tif
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EHD - Public
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r7 <br />ELI® ® ® . <br />Nominal Nominal Nominal Nominal Nominal M 111 Test External Pressure Random <br />Pipe Slzet't O.D. I.D. Wall Thickness Weight Pressure -Temp. Pressure Max. Rating sl /MPa Lengths <br />(in.) (In./mm) (in./mm) (in./mm) (lbs.-tt./kg-m) Max. Rating (psig) 75'F/24'C 150'F/66 C (ft./m) <br />2„ & 3„ <br />2.375 <br />2.235 <br />0.070 <br />0.4 <br />250 psig @ 150' F 375 88 <br />79 15 <br />30 <br />2 <br />60.33 <br />56.77 <br />1.78 <br />0.60 <br />1.72 MPa @ 66.5 C 2.59 .61 <br />.54 4.6 <br />9.1 <br />42.7 <br />3.500 <br />3.360 <br />0.070 <br />0.6 <br />175 psig @ 150, F 265 29 <br />24 15 <br />30 <br />3 <br />88.90 <br />85.34 <br />1.78 <br />0.89 <br />1.21 MPa @ 66.5' C 1.83 .20 <br />.17 4,6 <br />9.1 <br />Design Stress <br />4.500 <br />4.360 <br />0.070 <br />0.8 <br />125 psig @ 150° F 265 34 <br />30 15 <br />30 <br />4 <br />114.30 <br />110.74 <br />1.78 <br />1.19 <br />0.86 MPa @ 66.5' C 1.83 .23 <br />.21 4.6 <br />9.1 <br />(1) All values except pressure -temperature maximum (2) All sizes can accept full vacuum pressures at (3) UL Listed 5" secondary containment piping and <br />rating are nominal values. Tolerances or maximum/ maximum temperature ratings. Non -UL Listed 6" secondary containment piping are <br />minimum limits can be obtained from Smith also available from Smith Fiberglass Products Inc. <br />Fiberalass Products Inc. <br />s s . !sROPERTIES <br />41 <br />2„ & 3„ <br />4„ <br />PROPERTY <br />RED THREAD® IIA Pipe <br />RED THREAD® IIA Pipe <br />psi @ 75° F <br />MPa @ 24' C <br />pd @ 150° F <br />Pa @ 66.5° C <br />psi @ 75° F <br />MPa @ 24' C <br />psi @ 150° F <br />MPa @ 66.5 `C <br />M <br />Axial Tensile (ASTM D2105) <br />32.0 <br />42.7 <br />Ultimate Stress <br />13,200 <br />91.0 <br />11,600 <br />80.0 <br />15,200 <br />104.8 <br />11,700 <br />80.7 <br />Design Stress <br />3,300 <br />22.8 <br />2.900 <br />20.0 <br />3,800 <br />26.2 <br />2,925 <br />20.2 <br />Modulus of Elasticity <br />2.08 x 106 <br />14341 <br />1.95 x 106 <br />13445 <br />1.80 x 106 <br />12411 <br />1.11 x 106 <br />7653 <br />Axial Compression (ASTM D695) <br />Ultimate Stress <br />18,760 <br />129.0 <br />14,280 <br />98.5 <br />33,300 <br />230.0 <br />25,600 <br />177.0 <br />Design Stress <br />4,690 <br />32.3 <br />3,570 <br />24.6 <br />8,300 <br />57.2 <br />6,400 <br />44.1 <br />Modulus of Elasticity <br />1.02 x 106 <br />7033 <br />0.91 x 106 <br />6274 <br />1.26 x 106 <br />8687 <br />.89 x 106 <br />6136 <br />Beam Bending (SFPTM) <br />Ultimate Stress <br />18,880 <br />130.0 <br />17,290 <br />119.0 <br />23,000 <br />159.0 <br />NA <br />NA <br />Design Stress(5) <br />2,360 <br />16.3 <br />2,160 <br />14.9 <br />2,900 <br />20.0 <br />1,800 <br />12.4 <br />Modulus of Elasticity <br />1.70 x 106 <br />11721 <br />1.20 x 106 <br />8274 <br />2.18 x 106 <br />15031 <br />1.79 x 106 <br />12342 <br />(Long Term per ASTM D2925) <br />Hydrostatic Burst (ASTM D1599) <br />Ultimate Hoop <br />29,860 <br />206.0 <br />60,340 <br />416.0 <br />35,000 <br />241.0 <br />41,000 <br />283.0 <br />Tensile Stress - <br />Hydrostatic Design (ASTM D2992) <br />Procedure A <br />Cyclic 150 x 106 <br />NA <br />NA <br />6,470jfi) <br />44.6j51 <br />(7) <br />(7) <br />10,450 <br />72.1 <br />Cycles <br />Coefficient of Linear <br />Thermal Expansion (SFPTM) <br />1.12 x 10-5 in./in./'F <br />0.88 x 10-8 in./in./'F <br />2.02 x 10-5 mm/mm/'C <br />1.58 x 10-5 mm/mm/'C <br />Specific Gravity <br />1.8 <br />1.8 <br />Flow Factor <br />Hazen -Williams Coefficient <br />150 <br />150 <br />(4) Ultimate and allowable design stresses (5) Design bending stress is 1/8 of (6) Design stress is based on long term <br />are based on minimum reinforced wall ultimate to account for combined cyclic fatigue data using ASTM D2992 <br />thickness. Pipe is manufactured in stress (i.e. bending and pressure). test method. However, all testing is not <br />compliance with ASTM D2996. complete at time of printing. <br />Bending Radius, Minimum <br />Nominal <br />Pipe Size <br />2" <br />3" <br />4" <br />(inches) <br />Ft. <br />75 <br />105 <br />140 <br />M <br />22.9 <br />32.0 <br />42.7 <br />e Copyright 1992 Smith Fiberglass Products Inc. <br />a and w trademarks of Smith Fiberglass Products Inc. <br />PRINTED IN U.SA <br />15M993 <br />(7) For 4" RED THREAD® IIA pipe the <br />hydrostatic cyclic design stress was <br />determined at 150' and 200'F, per ASTM <br />D2992 Procedure A Based on this data, <br />the extrapolated value at 75'F is 13,040 <br />psi. <br />It is the policy of Smith Fiberglass Products to improve its products continually. In <br />accordance with that policy, the right is reserved to make changes in specifications, <br />descriptions and illustrative material contained in this bulletin as conditions warrant. <br />The information contained herein is general in nature and is not intended to express <br />any warranty of any type whatsoever nor shall any be implied. <br />EFIEMRMICS <br />A SUBSIDIARY OF A. 0. SMITH CORPORATION <br />2700 West 65th Street a Little Rock, Arkansas 72209-8592 a Telephone (501) 568-4010 a TWX (910) 722-7377 . FAX (501) 568-4465 <br />r <br />
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