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COMPLIANCE INFO_2001-2004
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2300 - Underground Storage Tank Program
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PR0231901
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COMPLIANCE INFO_2001-2004
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Last modified
6/30/2020 10:41:23 AM
Creation date
6/23/2020 6:53:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2001-2004
RECORD_ID
PR0231901
PE
2361
FACILITY_ID
FA0003825
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #265*
STREET_NUMBER
3330
Direction
N
STREET_NAME
AD ART
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
3330 N AD ART RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231901_3330 N AD ART_2001-2004.tif
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EHD - Public
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7 ({ <br />D. Training Time: Give 4 hours of training for every system installed. <br />PART2-PRODUCTS <br />2.01 UNDERGROUND FUEL STORAGE TANKS , <br />A. General: Tank shall be double wall construction consisting of a steel primary tank container within a <br />Fiberglass Reinforced Plastic (FPR) secondary containment. Minimum thickness of FPR jacket shell and <br />heads shall comply with the minimum thickness requirements of ASTM D4021. <br />B. Tank Size: 8.5' diameter 33' long with 12,000 gallon capacity. <br />C. Loading Conditions: The double wall tank shall be designed to withstand the following load in addition to <br />other normal operating loads. <br />1. Internal Loads: <br />a. Primary tank shall be tested to 5 psi. <br />b. FRP secondary containment shall be proof tested by a vacuum within the interstitial space of 20 <br />inches mercury. <br />2. External Hydrostatic Pressure Loads: <br />a. Load imposed when buried in the ground with 4 feet of overburden over the top of the tank, the hole <br />fully flooded and a safety factor of 10:1 for FRP secondary containment. <br />b. Buried in the ground with 4 feet of overburden over to top of the tank, with the tank empty, and the <br />hole fully flooded, the FRP secondary containment shall have a safety factor of 10:1 against failure <br />for anchoring loads and manufacturer approved hold down straps have a safety factor of 3:1 against <br />failure. <br />3. Surface Loads: When buried, the tanks as a unit shall be able to withstand H-20 axle loads applied at <br />ground surface. <br />4. Tanks shall be designed to support all necessary equipment and accessories as detailed in engineering <br />drawings and other sections of project specifications. <br />C. Construction - Jacketed Tank: <br />1. Tank: Jacketed secondary containment type. (Migration Certification Required for FRP secondary). <br />2. Leak Monitoring: Built with provisions for leak detection systems to detect leaks in either the primary <br />or the secondary tank shell. A factory production line test of a minimum of 20" Hg vacuum on the <br />interstitial space shall be performed to insure that no leaks exist in the primary and secondary tank. The <br />tank will be shipped and installed with an interstitial vacuum of no less than 12" Hg to verify that no <br />leaks develop during transportation or installation. <br />3. Striker Plate: Provide tank -manufacturer -installed steel striker plates beneath each tank opening. <br />Rolled to tank contour and bonded or seam -welded in place. <br />4. UL Listing: The tank must be produced by a UL listed manufacturer with the UL 58 and 1746 Labels <br />intact on the product when delivered to the site. Tank shall meet hazardous material storage <br />requirements. <br />5. Surface Loading: Withstand surface loading of H-20 (32,000 lbs.) axle when properly installed <br />according to tank manufacturer's recommendations. Tank shall withstand 7 feet of overburden with <br />hole fully flooded with a 3:1 safety factor against buckling. <br />6. Product Compatibility: Petroleum products with specific gravity up to 1.1 and of storing gasoline or <br />gasohol (in any alcohol percentage, 100 percent methanol, 100 percent ethanol, or combination thereof), <br />diesel fuel, and stoddard solvent up to a maintained temperature of 150 degrees F. <br />7. Primary Tank: Primary tank shall be constructed of steel with thickness as specified in Table 3.1 of UL <br />58 with reduction for any reason. <br />UNDERGROUND FUEL STORAGE TANK <br />0 70601:HTL:lc:cw 13215-4 CH 107517 / 107518 <br />
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