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COMPLIANCE INFO_1998-2003
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PR0231129
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COMPLIANCE INFO_1998-2003
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Last modified
3/25/2021 4:16:13 PM
Creation date
6/3/2020 9:44:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1998-2003
RECORD_ID
PR0231129
PE
2361
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\H\HAMMER\3202\PR0231129\DIESEL TANK CONVERSION PLAN 2003.PDF
QuestysFileName
DIESEL TANK CONVERSION PLAN 2003
QuestysRecordDate
11/15/2011 8:00:00 AM
QuestysRecordID
162827
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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Typical mechanical Method <br /> properties Of Pipe Property' Units Value' ASTM ATM2 <br /> primary pipe Tensile strength <br /> Longitudinal 103 psi 35.0 D2105 161 <br /> MPa 241 <br /> Circumferential 103 psi 70.0 D1599 151 <br /> MPa 483 <br /> Tensile modulus <br /> Longitudinal 106 psi 3.0 D2105 161 <br /> GPa 20.7 <br /> Circumferential 106 psi 4.2 — — <br /> GPa 29.0 <br /> Compressive strength <br /> Longitudinal 103 psi 35.0 — 142 <br /> MPa 241 <br /> Compressive modulus <br /> Longitudinal 106 psi 3.0 — 142 <br /> GPa 20.7 <br /> Long-term hydrostatic <br /> design basis <br /> Static 103 psi 31.5 D2992(B) — <br /> MPa 217 <br /> Cyclic 103 psi 8.0 D2992(A) — <br /> MPa 55 <br /> Poisson's ratio3 <br /> VYX _ 0.16 — — <br /> VXY _ 0.26 — — <br /> 1) Based on structural wall thickness. <br /> 2) Ameron test method. <br /> 3) The first subscript denotes the direction of contraction <br /> and the second that of the applied stress. <br /> x denotes longitudinal direction. <br /> y denotes circumferential direction. <br /> Bending radius Minimum Maximum Minimum <br /> Nominal Bending Deflection Length Required <br /> Pipe Size Radius' per 20-ft Joint for 10'Change <br /> (in) (mm) (ft) (m) (deg) (ft) (m) <br /> 2 50 75 23 15 13 4 <br /> 3 80 125 38 9 22 7 <br /> 4 100 150 46 7.5 27 8 <br /> 1) At rated pressure.Sharper bends may create excessive stress concentrations.Do not bend pipe until <br /> adhesive has cured. <br /> Important notice This literature and the information and recommendations it contains are based on data reasonably <br /> believed to be reliable.However,such factors as variations in environment,application or instal- <br /> lation,changes in operating procedures,or extrapolation of data may cause different results. <br /> Ameron makes no representation or warranty,expressed or implied,including warranties of <br /> merchantability or fitness for purpose,as to the accuracy,adequacy or completeness of the recom- <br /> mendations or information contained herein.Ameron assumes no liability whatsoever in connection <br /> with this literature or the information or recommendations it contains. <br /> AME7y®N GROUP HEADQUARTERS <br /> INTERNATIONAL P.O.Box 801148•Houston,TX 77280•Tel:(713)690-7777•Fax:(713)690-2842•http://wwuw.ameron.com <br /> FIBERGLASS PIPE GROUP <br /> Fiberglass Pipe Division Fiberglass Pipe Division Fiberglass Pipe Division Ameron Composites Fiberglass Pipe Division <br /> Asia Europe Americas P.O.Box 71370 Centron international <br /> Ameron(Pte)Ltd. Ameron B.V. P.O.Box 878 11 McBride Street P.O.Box 490 <br /> No.7A,Tuas Avenue 3 J.F.Kennedylaan 7 Burkburnett,TX 76354 Newnan,Georgia 30263 600 F1441195 South <br /> Singapore 639407 4191 MZ Geldermalsen Tel: (940)569-1471 Tel: (770)253-2000 Mineral Wells,Texas 76068 <br /> Tel: 65 8616118 The Netherlands Fax: (940)569-2764 Fax: (770)253-9234 Tel: (940)325-1341 <br /> Fax: 65 862 1302/8617834 Tel: +31345 587 587 Fax: (940)325-9681 <br /> Fax: +31345 587 561 <br /> Telex: 40257 bonds nl <br /> ©1997 Ameron FP737C(12/98)supercedes FP737B(9198)Printed in U.S.A.5M <br />
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