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COMPLIANCE INFO_2002-2005
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BENJAMIN HOLT
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2300 - Underground Storage Tank Program
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PR0231021
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COMPLIANCE INFO_2002-2005
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Last modified
9/22/2022 11:56:42 AM
Creation date
6/3/2020 9:44:18 AM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2002-2005
RECORD_ID
PR0231021
PE
2361
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
01
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231021_2908 W BENJAMIN HOLT_2002-2005.tif
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EHD - Public
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ULIULC Listed Red ThreadR A Piping System <br /> RED THREAD IIA PIPING <br /> k. RED THREAD IIA Primary Piping RED THREAD IIA Secondary Containment Piping <br /> �v <br /> Nom.Pipe Pipe Nom.Pipe Pipe <br /> of Size Part Length Size Part Length <br /> (In.lmrrr) Number (ft.) (InJi mm) Number (ft.) <br /> 2 011020-069-1 15 3 011030-069-4 15 <br /> 2 011020-069-2 22-25 3 011030-069-5 22-25 <br /> d 2 011020-069-3 26-30 3 011030-069-6 26-30 <br /> 3 011030-069-1 15 4 011040-077-5 15 <br /> 3 <:.. 011030-069-2 22-25 4 011040-069-5 22-25 <br /> 3 011030-069-3 26-30 4 t., 011040-077-6 26-30 <br /> 4 011040-071-1 15 6 011060-120-5 15 <br /> 4 ''_. 011040-069-2 22-25 6 '". 011060-120-4 22-25 <br /> 4 1`_ 011040-071-3 26-30 6 " 011060-120-6 26-30 <br /> DIMENSIONAL DATA <br /> Nominal Nominal Mill <br /> Pipe Nominal Nominal Wall Nominal Pressure! Test External Pressure <br /> Size I.D. O.D. Thickness Weight Temperature Pressure Max.Rating(psig/MPa) <br /> (ini (in.hiim) (inJ,mrr�) (in./mm) (lbs.lftAg m) Max.Rating (psigP'17�_k-) 76°FJ24°C 160°F166°C <br /> 2 2.235 2.375 .070 0.5 250 psig @ 150°F 375 85 80 <br /> 3 3.360 3.500 .070 0.7 175 psig @ 150°F 300 36 34 <br /> 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 <br /> 6 6.408 6.678 .135 2.4 NA 265 22 20 <br /> TYPICAL PHYSICAL PROPERTIES(" <br /> 9 <br /> PROPERTY RED THREAD®IIA Pie Bending Radius,Minimum <br /> Nominal <br /> psi @75°F a @ 24°C psi @ 150°F MEa 66°C Pipe Size 2" 3" 4" 6" <br /> Axial Tensile(ASTM D2105) inches <br /> Ultimate Stress 10,300 8,200 <br /> Design Stress 2,575 2,050 Ft. 75 110 140 204 <br /> Modulus of Elasticity 1.82 x 106 - 1.42 x 106 <br /> Axial Compression(ASTM D695) 33,300 25,600 m <br /> Ultimate Stress 8,300 6,400 <br /> Design Stress 1.26 x 106 .89 x 106 <br /> Modulus of Elasticity <br /> (1) All values except pressure-temperature <br /> Beam Bending(SFPTM) maximum rating are nominal values.Tolerances or <br /> Ultimate Stress 23,000 19,200 maximum/hrimmum limits can be obtained from Smith <br /> Design Stress() 2,900 1 7040006 Fibercast. <br /> Modulus of Elasticity 2.18 x 106 (2) All sizes can accept Tull vacuum pressures at <br /> (Long Term per ASTM D2925) maximum temperature ratings. <br /> (3) Ultimate and allowable design stresses are <br /> Hydrostatic Burst(ASTM D1599) based on minimum reinforced wall thickness.Pipe is <br /> Ultimate Hoop 34,000 39,200 _ manufactured in compliance with ASTM D2996. <br /> Tensile Stress (4) Design bending stress is 1A3 of ultimate to <br /> account for combined stress(i.e.bending and <br /> Hydrostatic Design(ASTM D2992) 2"-3" : 2"&3" pressure). <br /> Procedure A 9,410 7,400m (5) Design stress is based on long term cyclic fatigue <br /> Cyclic 150 x 106 4"-6" 4"-6" data using ASTM D2992 test method.However,all <br /> Cycles 13,0400 a1> 10,450 testing is not complete at time of printing. <br /> (6) For RED THREAD IIA pipe the hydrostatic <br /> Coefficient of Linear 0.88 x 106 in.fin.rF cyclic design stress was determined at 150°and <br /> Thermal Expansion(SFPTM) 200"F,per ASTM D2992 Procedure A Based on this <br /> data,the extrapolated value at 751F is 13A30 psi. <br /> Specific Gravity 1.8 (7) For RED THREAD IIA pipe the hydrostatic cyclic <br /> Flow Factor design stress was determined at 751 and 200°F,per <br /> Hazen-Williams Coefficient 150 ASTM D2992 Procedure A Based on this data,the <br /> extrapolated value at 150°F is 7,400 psi. <br /> 4 <br />
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