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COMPLIANCE INFO_1990-2001
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231130
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COMPLIANCE INFO_1990-2001
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Last modified
11/15/2023 10:22:05 AM
Creation date
4/27/2020 12:23:00 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1990-2001
RECORD_ID
PR0231130
PE
2361
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
01
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231130_3555 W HAMMER_1990-2001.tif
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EHD - Public
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Typical pipe dimensions <br />Nominal Wall Thickness Unit <br />(psig) <br />Pipe Size OD* ID Total Structural Volume Weight <br />(psig) <br />(in) (mm) (in) (in) (in) (in) (gal/ft) (Ib/ft) <br />(psig) <br />2 50 2.37 2.21 0.080 0.060 0.20 0.47 <br />40 0 <br />(psig) <br />3 80 3.49 3.32 0.085 0.065 0.45 0.72 <br />50 <br />4 100 4.51 4.33 0.087 0.070 0.77 1.00 <br />250 <br />6 150 6.63 6.39 0.120 0.100 1.67 2.10 <br />300 <br />' Typical outside diameters of 2- through 6 -inch pipe are within API, ASTM and ANSI RTRP and <br />300 <br />steel pipe dimensions. <br />Typical pipe performance <br />Nominal Ultimate Ultimate <br />200 <br />150 <br />Pipe Size Pressure Rating Internal Pressure Collapse Pressure* <br />200 <br />150 <br />(in) (mm) (psig) (psig) (psig) <br />200 <br />150 <br />2 50 300 3200 153 <br />200 <br />150 <br />3 80 200 2400 90 <br />150 <br />4 100 175 2000 39 <br />175 <br />6 150 175 2000 38 <br />175 <br />' At 80°F (270C). For continuous operation do not exceed 75% of these values. <br />Fittings pressure performance <br />For dimensions of fittings, consult "Dualoy-3000/L Fittings Dimensions" <br />200 <br />brochure FP -266. Pressure ratings of fittings without UL listing are available <br />-Gasoline Mixtures <br />on request. <br />4 100 <br />Petroleum Products Only <br />Nominal Threaded Sleeve Reducer End <br />Pipe Size Elbows Tees Adapters Couplings Flanges Bushings Caps <br />(in) <br />(mm) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />2 <br />50 <br />300 <br />250 <br />300 <br />300 <br />300 <br />300 <br />300 <br />3 <br />4 <br />80 <br />100 <br />200 <br />150 <br />200 <br />150 <br />200 <br />150 <br />200 <br />150 <br />200 <br />150 <br />200 <br />150 <br />200 <br />150 <br />6 <br />150 <br />175 <br />175 <br />175 <br />175 <br />175 <br />175 <br />175 <br />200 <br />Petroleum Products, Alcohols and Alcohol <br />-Gasoline Mixtures <br />125* <br />Nominal <br />Units <br />Value* <br />Bell x Male <br />All Other <br />Sleeve <br />Reducer <br />End <br />Pipe Size <br />Elbows <br />Tees <br />Adapters <br />Adapters <br />Couplings <br />Bushings <br />Caps <br />(in) (mm) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />(psig) <br />2 50 <br />175 <br />175 <br />175 <br />300 <br />300 <br />300 <br />175 <br />3 80 <br />125 <br />125 <br />125 <br />200 <br />200 <br />200 <br />125* <br />4 100 <br />100 <br />100 <br />100 <br />150 <br />150 <br />150 <br />100* <br />6 150 <br />100* <br />100* <br />100* <br />175 <br />175 <br />175 <br />100* <br />* UI listing pending <br />m <br />• • • <br />Method <br />Pipe Property <br />Units <br />Value* <br />ASTM <br />Ameron <br />Tensile strength <br />2 50 <br />45 <br />3 80 <br />75 <br />4 100 <br />Longitudinal <br />103 <br />psi <br />35.0 <br />D2105 <br />161 <br />Circumferential <br />103 <br />psi <br />70.0 <br />D1599 <br />151 <br />Tensile modulus <br />4 100 <br />150 <br />71/2 <br />27 <br />6 150 <br />Longitudinal <br />106 <br />psi <br />3.0 <br />D2105 <br />161 <br />Circumferential <br />106 <br />psi <br />4.2 <br />— <br />— <br />Compressive strength <br />Longitudinal <br />103 <br />psi <br />35.0 <br />— <br />142 <br />Compressive modulus <br />Longitudinal <br />106 <br />psi <br />3.0 <br />— <br />142 <br />Long term hydrostatic design basis <br />Cyclic <br />103 <br />psi <br />8.0 <br />D2992(A) <br />— <br />Poisson's ratio** <br />v� <br />0.16 <br />0.26 <br />* Based on structural wall thicknesses. <br />* * The first subscript denotes the direction of contraction and the second that of the applied <br />stress. <br />x denotes longitudinal direction <br />y denotes circumferential direction. <br />Nominal <br />Stiffness <br />Pipe Size <br />Factor* <br />(in) (mm) <br />(lb • in3/int) <br />2 50 <br />45 <br />3 80 <br />75 <br />4 100 <br />60 <br />6 150 <br />275 <br />*At 5% deflection <br />Bending radius <br />Minimum <br />Maximum <br />Minimum <br />Nominal <br />Bending <br />Deflection <br />Length Required <br />Pipe Size <br />Radiust <br />per 20 -ft Joint <br />for 10° Change <br />(in) (mm) <br />(ft) <br />(deg) <br />(ft) <br />2 50 <br />75 <br />15 <br />13 <br />3 80 <br />100 <br />10 <br />20 <br />4 100 <br />150 <br />71/2 <br />27 <br />6 150 <br />200 <br />5 <br />40 <br />t At rated pressure. Sharper bends may create excessive stress con- <br />centrations. <br />DO NOT bend pipe until adhesive has cured. Consult <br />adhesive kit installation instructions <br />for required cure times. <br />
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