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INSTALL 2003
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231211
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INSTALL 2003
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Last modified
5/22/2019 11:34:29 AM
Creation date
5/15/2019 11:02:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2003
RECORD_ID
PR0231211
PE
2371
FACILITY_ID
FA0002409
FACILITY_NAME
SAFEWAY FUEL CENTER #2707
STREET_NUMBER
6425
Direction
N
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
6425 N PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
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Modern t. 6 ,e Co <br />C <br />c. <br />Installation Instructions - GlasteelII Jacketed Steel Tanks <br />INTRODUCTION <br />1.0 Proper installation is essential to the expected. <br />product life and performance on Moderns Glastael II <br />Underground Storage Tank. This tank must be <br />installed'in accordance with these installation <br />instructions, the latest issue of N.FT A. 30 and 31 <br />Pamphlet, the P.ELRP-100 and local authorities, <br />having jurisdiction over underground.tank installations <br />and codes. <br />1.1 Although the instructions are clear and precise <br />unexpected conditions often occur and thus <br />prudent thought, coupled.with extreme care <br />become the proper procedure. <br />TANK HANDLING <br />2.0 Extreme caution shall be used when handling the <br />tank. Do not drop or roll the tank. <br />2.1 Equipment to lift and lower the tank shall be of <br />sufficientcapacity to do so without dragging or <br />dropping the tank. <br />2.2 The tank shall be lifted and lowered using the <br />lifting lugs or lifting plugs provided Cables or <br />chains used shall be of adequate length. No <br />circumstances warrant the use of chains or slings <br />around the tank shell. Maximum angle of the <br />sling shall be 60 degrees. <br />TANK STORAGE <br />3-0 If tank is stored on site prior to installation, a <br />secure area shall be chosen. Special attention <br />shall be placed in selecting the storage location to <br />assure the absence of rocks and foreign objects <br />that might cause damage to the tank exterior. <br />INSPECTION <br />4.0 Visually inspect the tank exterior for damage. <br />Any extreme gouging or abrasion should be carefully <br />reviewed and appropriate action taken. <br />4.1 Remove thread protectors and shipping plugs <br />from all openings (except vacuum gage location). <br />Using compatible, non -hardening pipe sealant, <br />install permanent metal plugs in all unused <br />openings. . <br />4.2 Refer to Modern Welding Company's publication, <br />"Finishing Instructions" for proper installation of <br />permanent coverings for unused openings and <br />lifting lugs. <br />4.3 For GlasteeUl tants fabricated without. <br />dielectric isolation, (threaded nylon bushings, or <br />flange isolation lits) this taak.must use either: <br />A) Non-metalliepiping; or <br />B) Conductive -piping must be,isolated.from <br />the-backfillmaterial and any other metal <br />or grounding device. <br />TESTING <br />5.0- Glasteel II tanksare shipped with a vacuum on <br />the annular space; If a minimum of. 5.3 inches <br />Hg of vacuum is maintained for one hour; both the <br />inner tanks and outer tank xray be considered <br />Properly tested. Fluctuations in interstice vacuum <br />are caused by temperature and barometric <br />pressure changes. <br />NOTE: NFPA 30: 2-8.3:1 Secondary containment <br />tanks shall have the interstitial (annulus) space <br />tested using vacuum at 5.3 in -Hg. The vacuum <br />shall be held for one hour. Care shall be taken <br />to ensure that the interstitial space is not <br />subjected to excessive vacuum. <br />NFPA 30: 2-8.4: "Before the tank is initially <br />Placed in service, all leaks or deformations shall <br />be corrected in an acceptable manner." - <br />CAUTION: Do Not Pressure Test Interstitial <br />(Annular) Space. <br />EXCAVATION AND BEDDING <br />6.6 Glastsel II underground storage tanks are <br />designed to withstand a maximum burial depth of <br />60". If a greater burial depth is required, contact the <br />manufacturer immediately. <br />6.1 The excavation shall be properly accomplished <br />and free from any material or object that would <br />cause damage to the tank exterior. <br />6.2 The bottom of the excavation shall be suitably <br />graded and leveled. The foundation for the tank <br />shall be a minimum of 6 inches of clean, inert, <br />compacted sand, or 6 inches of pea gravel, the <br />largest particle of which does not exceed 3/4 inch, <br />or rounded -edge gravel crushings, angular <br />particle size required to be not less than 1/8" <br />or more than 1/2". See chart in "Backfill Section" <br />6.3 There shall be a minimum of 12 inches from the <br />outside edge of the tank to the inside edge of the <br />excavation. This distance shall remain true for <br />the entire perimeter surrounding the tank. . <br />
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