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REMOVAL_1998
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231514
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REMOVAL_1998
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Last modified
9/25/2019 9:18:44 AM
Creation date
11/2/2018 9:43:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1998
RECORD_ID
PR0231514
PE
2381
FACILITY_ID
FA0003818
FACILITY_NAME
U S POSTAL SERVICE-VEHICLE MAINT
STREET_NUMBER
3131
STREET_NAME
ARCH AIRPORT
STREET_TYPE
RD
City
Stockton
Zip
95213
APN
17927009
CURRENT_STATUS
02
SITE_LOCATION
3131 ARCH AIRPORT RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\A\ARCH AIRPORT\3131\PR0231514\REMOVAL 1998.PDF
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EHD - Public
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TANK REMOVAL PROTOCOL <br /> 1.0 Tank Removal and Disposal <br /> Upon determination to remove a particular underground tank, the necessary permits for <br /> such removal will be obtained. The tank will then be scheduled for removal and disposal <br /> in accordance with the local regulatory requirements. <br /> 1.1 Utilities Clearance <br /> An environmental specialist reviews all available tank data including tank material, age of <br /> installation, cover(asphalt, concrete, earth) piping, depth of tank, direction of tank, and <br /> any as-built drawings. Any underground piping/conduit will be located with the use of an <br /> underground pipe locator, and marked on the ground surface. If appropriate, <br /> Underground Service Alert will be requested to assist in determining location of <br /> ' underground utilities and provide clearance information. Fire extinguishers, no smoking <br /> signs, and barricades are situated on the site. All sources of possible ignition at the tank <br /> site are eliminated. The tank is rendered inert by removing all product, triple rinsing the <br /> tank, inserting 20-pounds of solid carbon dioxide for each 1,000-gallons of tank volume <br /> and allowing a minimum of one hour for oxygen displacement which is checked using a <br /> lower explosive limit (LEL) meter and oxygen meter. All appropriate regulatory agencies <br /> are notified 48-hours in advance of the actual tank removal. <br /> 1.2 Excavation <br /> Asphalt or concrete pavement coverings are removed with the most cost efficient method <br /> available, using either a concrete-cutter or jack-hammer/air compressor. The debris is <br /> stockpiled in an isolated area for later removal. <br /> Of primary concern to the excavation team is to not disturb the existing tank/piping <br /> installation with the backhoe. The laborer will probe and hand-excavate near and around <br /> all external product piping and vent lines. Backfill is removed along one side of the tank <br /> and two ends of the tank, to a depth of the tank bottom and a width of 24-inches. <br /> Periodic examination continues through the excavation process for any possibility of <br /> contaminated soil. In the event of encountering soil contamination, the soil is isolated on a <br /> sheet of 10 mil visquene. A determination as to disposal of contaminated soil will be <br /> negotiated with the appropriate regulators. <br /> 1.3 Tank Removal <br /> The tank is disconnected at appropriate fittings, with existing lines capped and tank <br /> plugged. One plug is vented, to allow for vapor dispersal. Installation lift lugs are <br /> located, and chains are secured to lugs (nylon rope for fiberglass tanks) and to lifting <br /> equipment. The lifting equipment is checked for proper capacity before moving the tank. <br /> Prior to the tank being lifted from the excavation, the oxygen content shall be less than 5% <br /> and lower explosive limitless than 10%. <br />
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