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INSTALL_1999
Environmental Health - Public
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INSTALL_1999
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Last modified
6/18/2019 4:23:08 PM
Creation date
11/7/2018 5:06:59 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1999
RECORD_ID
PR0231667
PE
2361
FACILITY_ID
FA0002121
FACILITY_NAME
JAMAR SERVICE
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15726411
CURRENT_STATUS
01
SITE_LOCATION
4075 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MAIN\4075\PR0231667\1999 INSTALL .PDF
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EHD - Public
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Dry fitting secondary Recommended lengths for containment sections <br /> i containment systems <br /> (cont. Primary Containment Unexposed Primary Containment Unexposed <br /> Run Pipe Length Primary Run Pipe Length Primary <br /> Length Cente�nds Length2 Length Centers Ends Lenfgth2 <br /> (ft/in) (f Vin) (ft/in) (Win) (ft/in) (ft/in) jVirll)__CfVinj _ <br /> 4' 0" 1' 1" 1' 5" 0' 4" 28' 0" 7' 7" 10' 2" 2' 7" <br /> 6" 1' 3" 1' 8" 0' 5" 6" 7' 9" 10' 4" 2' 7" <br /> 5' 0" 1' 4" 1'10" 0' 6" 29, 0" T11" 10' 7" 2' 8" <br /> 6" 1' 6" 2' 0" 0' 6" 6" 8' 0" 10' 9" 2' 9" <br /> 6' 0" 1' 8" 2' 2" 0' 7" 30' 0" 8' 2" 10'11" 2' 9" <br /> 6" 1' 9" 2' 4" 0' 7" 6" 8' 4" 11' 1" 2,10" <br /> 7' 0" 1,11" 2' 7" 0' 8" 31' 0" 8' 5" 11' 3" 2,10" <br /> 6" 2' 0" 2' 9" 0' 8" ' 6" 8' 7" 11' 6" 2,11" <br /> 8' 0" 2' 2" 2,11" 0' 9" 32, 0" 8' 8" 11' 8" 2,11" <br /> 6" 2' 4" 3' 1" 0' 9" 6" 8'10" 11'10" 31 0" <br /> 9' 0" 2' 5" 3' 3" 0'10" 33' 0" 9' 0" 12' 0" 3' 0" <br /> 6" 2' 7" 3' 5" 0310" 6" 91 1" 12' 2" 3' 1" <br /> 10' 0" 2' 9" 3' 8" Oil V 34' 0" 9' 3" 12' 5" 3' 2" <br /> 6" 2'10" 3,10" 1' 0" 6" 9' 5" 12' 7" 3' 2" <br /> 11' 0" 3' 0" 4' 0" 1' 0" 35' 0" 9' 6" 12' 9" 3' 3" <br /> 6" 3' 2" 4' 2" 1' 1" 6" 9' 8" 12'11" 3' 3" <br /> 12' 0" 3' 3" 4' 4" 1' 1" 36' 0" 9'10" 13' 1" 3' 4" <br /> 6" 3' 5" 4' 7" 1' 2" 6" 9111" 13' 3" 3' 4" <br /> 13, 0" 3' 6" 4' 9" 1' 2" 37' 0" 10' 1" 13' 6" 3' 5" <br /> 6" 3' 8" 4,11" 1' 3" 6" 10' 2" 13' 8" 3' 5" <br /> 14' 0" 3'10" 5' 1" 1' 3" 38' 0" 10' 4" 13'10" 3' 6" <br /> 6" 3'11" 5' 3" 1' 4" 6" 10' 6" 14' 0" T 7" <br /> 15, 0" 4' 1" 5' 6" 1' 5" 39' 0" 10' 7" 14' 2" 3' 7" <br /> 6" 4' 3" 5' 8" 1' 5" 6" 10' 9" 14' 5" 3' 8" <br /> 16' 0" 4' 4" 5'10" 1' 6" 40' 0" 10'11" 14' 7" 3' 8" <br /> 6" 4' 6" 6' 0" 1' 6" 6" 11' 0" 14' 9" 3' 9" <br /> 17' 0" 4' 7" 6' 2" 1' 7" 41' 0" 11' 2" 14'11" 3' 9" <br /> 6" 4' 9" 6' 4" 1' 7" 6" 11' 3" 15' 1" 3'10" <br /> 18, 0" 4'11" 6' 7" 1' 8" 42' 0" 11' 5" 15' 3" 3'10„ <br /> 6" 5' 0" 6' 9" 1' 8" 6" 11' 7" 15' 6" 3'11" <br /> 19' 0" 5' 2" 6,11" 1' 9" 43' 0" 11' 8" 15' 8" 3311" <br /> 6" 5' 4" 7' 1" 1'10" 6" 11'10" 15'10„ 4' 0" <br /> 20' 0" 5' 5" 7' 3" 1'10" 44' 0" 11' 0" 16' 0" 4' 1" <br /> 6" 5' 7" 7' 6" 1'11" 6" 12' 1" 16' 2" 4' 1" <br /> 21, 0" 5' 9" 7' 8" 1'11" 45' 0" 12' 3" 16' 5" 4' 2" <br /> 6" 5110" T10" 2' 0" 6" 12' 5" 16' 7" 4' 2" <br /> 22' 0" 6' 0" 8' 0" 2' 0" 46' 0" 12' 6" 16' 9" 4' 3" <br /> 6" 6' 1" 8' 2" 2' 1" 6" 12' 8" 16'11" 4' 3" <br /> 23, 0" 6' 3" 8' 4" 2' 1" 47, 0" 12' 9" 17' 1" 4' 4" <br /> 6" 6' 5" 8' 7" 2' 2" 6" 12'11„ 17' 3" 4' 4" <br /> 24' 0" 6' 6" 8' 9" 2' 2" 48' 0" 13' 1" 17' 6" 4' 5" <br /> 6" 6' 8" 8,11" 2' 3" 6" 13' 2" 17' 8" 4' 6" <br /> 25' 0" 6'10" 9' 1'3 2' 4" 49' 0" 13' 4" 17'10" 4' 6" <br /> 6" 6311" 9' 3" 2' 4" 6" 13' 6" 18' 0" 4' 7" <br /> 26, 0" 7' 1" 9' 6" 2' 5" 50' 0" 13' 7" 18' 2" 4' 7" <br /> ' 6" 7' 2" 9' 8" 2' 5" 6" 13' 9" 18' 5" 4' 8" <br /> 27' 0" 7' 4" 9,10" 2' 6" 51' 0" 13'10" 18' 7" 4' 8" <br /> 6" 7' 6" 10' 0" 2' 6" 6" 14' 0" 18' 9" 4' 9" <br /> 1) The maximum length of a center section is calculated by measuring the face-to-face distance between <br /> primary fittings at the ends of a run and multiplying the result by a factor of 0.27.End section lengths <br /> are then determined by dividing the remaining length equally.This procedure will yield a center section <br /> approximately equal to 75%of an end section. <br /> 2) Tabulated value is rounded-off difference between an end and a center containment section and <br /> amounts to 1/2 the unexposed length in a primary run. <br /> 9 <br />
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