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COMPLIANCE INFO_2019
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0543574
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COMPLIANCE INFO_2019
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Last modified
9/9/2020 10:47:39 AM
Creation date
9/8/2020 2:12:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0543574
PE
2351
FACILITY_ID
FA0024750
FACILITY_NAME
76 FUEL ISLAND & CARWASH
STREET_NUMBER
141
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
03
SITE_LOCATION
141 E HARNEY LN
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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Recommended operating Ratings <br /> Axial Tensile Loads Axial Compressive Bending Parallel Plate Loading <br /> Max. (Lbs) Loads Max. (Lbs)") Radius Min. Torque Max. ASTM D2412 <br /> (Ft) Entire (Ft Lbs) Stiffness Pipe ... <br /> ModulusSize Temperature Temperature Temp. Entire Temp. Factor Stiffness <br /> 2 1,280 930 4,160 2.420 51 90 71 311 2.6 <br /> 3 2,601 1,887 8,408 4.900 76 270 174 226 2.6 <br /> 4 3,110 2.260 10.070 5.860 97 420 142 86 2.6 <br /> 6 6,230 4,520 20,140 11,730 142 1,200 443 85 2.6 <br /> 8 8,570 6,220 27.720 16.150 183 2.200 569 49 2.6 <br /> 10 13,930 10,110 45,030 26,230 227 4,450 955 44 2.6 <br /> 12 19.050 13.820 61.600 35.890 269 7,250 1,460 40 2.6 <br /> 14 27,160 19.710 87.830 51,160 308 11.800 2.810 52 2.6 <br /> 16 35,020 25.410 113.220 65.960 352 17.400 4,030 50 2.6 <br /> 18 40,990 29,750 132,530 77,210 391 22,700 4,750 43 2.6 <br /> 20 46,350 33.630 149.850 87,300 433 28,500 4,960 32 2.6 <br /> 24 64,110 46,530 207,290 120.760 520 47,400 7,430 28 2.6 <br /> (''Compressive loads are for short columns only. <br /> Proper pipe support spacing depends on the temperature 6. Avoid excessive vertical loading to minimi=e bending <br /> and weight of the fluid in the pipe. The support spacing table is stresses on pipe and fittings. <br /> based on unrestrained continuous beam theory using the pipe 7. Provide adequate axial and lateral restraint to ensure line <br /> bending modulus derived from long-term beam bending tests.The stability during rapid changes in flow. <br /> maximum spans lengths were developed to ensure a design that <br /> limits mid-span deflection to' 2inch and dead weight bending to'Ja Maximum Support Spacing for Uninsulated Pipe <br /> of the ultimate bending stress. Any additional loads on the piping Continuous Pipe Spans (Ft.)0)(2) <br /> system such as insulation, wind. seismic, etc. requires further Pipe Size Gas <br /> consideration. Restrained(anchored) piping systems operating at <br /> elevated temperatures may result in guide spacing requirements 2 12.6 12.0 11.4 19.1 <br /> that are shorter than unrestrained piping systems- In this case,the 3 15.0 13.5 12.6 22.1 <br /> maximum guide spacing governs the support span requirements <br /> 4 15.9 15.1 14.3 25.2 <br /> for the system. Pipe spans near elbows require special attention. <br /> 6 19.2 18.3 17.3 30.8 <br /> Both supported and unsupported elbows are considered in the <br /> following tables and must be followed to properly design the piping 8 21.1 20.0 19.0 35.0 <br /> 10 23.2 22.0 20.9 38.9 <br /> system. <br /> There are seven basic rules to follow when designing piping 12 25.1 23.9 22.6 42.414 27.4 26.0 24.7 45.3 <br /> 16 29.2 27.7 26.3 48.4 <br /> 1. Do not exceed the recommended support span. 18 30.4 28.9 27.4 51.1 <br /> 2. Support heavy valves and in-line equipment independently. 20 31.4 29.8 28.3 53.9 <br /> 3. Protect pipe from external abrasion at supports. 24 1 34.1 32.4 30.7 59.0 <br /> 4. Avoid point contact loads. Consult factory for insulated pipe support spacing. <br /> Maximum mid-span deflection with a specific gravity of 1.0. <br /> 5. Avoid excessive bending. This applies to handling. <br /> transporting, initial layout,and final installed position. <br /> 5 <br />
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