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COMPLIANCE INFO 2000 - 2004
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2300 - Underground Storage Tank Program
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PR0231585
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COMPLIANCE INFO 2000 - 2004
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Entry Properties
Last modified
4/26/2021 12:01:32 PM
Creation date
11/5/2018 12:57:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2000 - 2004
RECORD_ID
PR0231585
PE
2361
FACILITY_ID
FA0000174
FACILITY_NAME
JOES TRAVEL PLAZA
STREET_NUMBER
15600
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19620079
CURRENT_STATUS
01
SITE_LOCATION
15600 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HARLAN\15600\PR0231585\COMPLIANCE INFO 2000 - 2004.PDF
QuestysFileName
COMPLIANCE INFO 2000 - 2004
QuestysRecordDate
4/11/2018 8:20:49 PM
QuestysRecordID
3752482
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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Mar 22 02 02: 15p Caie Brown (20 461 -6342 p. 5 <br /> TCI CUSTOMER SERVICE 610 666 5546 03/22 '02 5 NO.529 04/07 <br /> File MH17669 Page 7I-1 of 2 Issued: 6-29-93 <br /> T E S T R E C O R D N 0. 1 <br /> SAMPLES: <br /> The manufacturer submitted the following samples: <br /> A. One Model FR2014 dispenser frame. <br /> fT <br /> B. One Model FR5922EI dispenser frame. <br /> C. One Model DP4142 dispenser Frame. <br /> D. Six 4 by 6 in. steel coupons with No. pFB4000S9 black <br /> powder coating, applied at an average thickness of <br /> 0 .003 in. <br /> TORQUE TEST: <br /> METEEOD <br /> gth of <br /> n. <br /> ! a fittingnfastened to2aisamplemeter dispenserlsumpewas frametandadetightnto <br /> ened <br /> / to a torque of 200 lb ft. <br /> RESULTS <br /> The frame did not show any permanent deformation in excess <br /> of 1/4 in. and remained secure. <br /> IMPACT TEST: <br /> METHOD <br /> A 22 in. length of steel pipe was threaded into a fitting <br /> fastened to the shear valve bracket positioned in the center of <br /> the stabilizer bar. Each dispenser frame assembly was subjected <br /> to two impacts of 1950 ft lb, one directed parallel to the <br /> longitudinal center line of the stabilizer bar, and one directed <br /> perpendicular to the longitudinal center line of the stabilizer <br /> bar. The impacts were applied to the frame by dropping a 100 lb <br /> weight through a distance of 51-1/2 in. The weight was connected <br /> to the top of the steel pipe by cable guided through a series of <br /> pulleys . <br /> RESULTS <br /> The frame did not show any permanent deformation in excess <br /> of 1/4 in. and remained secured. <br /> TAC/TAS:lk <br /> PC Lb r.y/rn <br />
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