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INSTALL_2011
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2300 - Underground Storage Tank Program
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PR0231656
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INSTALL_2011
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Last modified
4/26/2022 4:43:08 PM
Creation date
5/11/2020 2:26:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2011
RECORD_ID
PR0231656
PE
2351
FACILITY_ID
FA0003635
FACILITY_NAME
ARCO 06080
STREET_NUMBER
85
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19627010
CURRENT_STATUS
01
SITE_LOCATION
85 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
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SECTION • • Double <br /> INSTALL TION PROCEDURE - DRY HOLE 4� <br /> (STRAIG T OR SHORED WALLS) <br /> ♦ Set to k on minimum 12" approved backfill bed. <br /> ♦ Straight or shored walled holes in tight areas require a <br /> curved probe to properly backfill under and around the <br /> tanks. i INSTALLATION PROCEDURE - WET HOLE <br /> ♦ The curved probe is a 4' section of the long- Before you begin: <br /> handlprobe bent on a radius to match ♦ Determine if a filter fabric is necessary for your installa- <br /> the tank curvature. <br /> tion (see section A6 for details). <br /> ♦ Probe (with curved probe) the entire tank bottom and <br /> around end caps between the 5 and 7 o'clock position. In general: <br /> ♦ Place first 12" lift evenly around tank. ♦ Water level should be maintained at lowest practical level <br /> ♦ Probe (with curved probe) the entire tank bottom by using pumps(with or without a well-point system). <br /> and around end caps at the 5 - 7 o'clock position. Bed <br /> Push backfill evenly against tank walls and under ♦ Provide a minimum bed of 18" of approved backfill. <br /> end cap (see figure 20). <br /> FIGURE 20 Ballast <br /> Long Handled Probe — ♦ If water cannot be <br /> lowered, you will <br /> need to ballast(fill <br /> tank)tanks to sink <br /> them. <br /> ♦ Place tanks in the <br /> 4' Curved hole, maintaining <br /> Probe control with lifting <br /> Section cables attached to <br /> all lift lugs pro- <br /> 12• BED vided on tank. <br /> CONCRETE �. �':; kii4 <br /> SLAB ♦ Add enough bal- <br /> (OPTIONAL) last to sink the tank <br /> ♦ Place the second 12" lift evenly around tank. (see figure 22). FIGURE 22 <br /> 0 Water level inside tank should not be more than 1' <br /> ♦ Probe (with straight probe) the entire tank bottom above water level outside tank. <br /> and around endcaps at the 3 - 5 o'clock position <br /> (see figure 21). ♦ While adding ballast,use lifting cable to keep tank in posi- <br /> FIGURE 21 tion. <br /> Long Handled Probe ♦ Tanks should be free to roll slightly. <br /> Second 12" Lift Backfilling <br /> of Backfill <br /> ♦ Place first 12" lift evenly around tank <br /> First 12"Lift of ♦ Push backfill under tank using <br /> Backfill 0 Long handled probe and//or, <br /> 5 Cl An air jet." <br /> ♦ Place second 12" lift evenly around tank. <br /> Bed ♦ Push backfill under tank. <br /> ♦ After completing the second lift,backfill can be brought <br /> It is critical to tank performance to tank top without using the probe or air jet. <br /> that this area offer full support An air jet can be constructed by using a 3/4"steel pipe con- <br /> under tank and end caps <br /> netted to a 65 cfm compressor. We recommend you install a <br /> ♦ After completion of second lift, backfill can be valve on the air jet, which allows the operator to safely control <br /> brought to top of tank without additional hand- the flow. <br /> work. <br /> NOTE:To minimize the chance of tank buoyancy,back- Additional information on alternate man-out-of-hole in- <br /> stallation possible techniques is available. Call Containment Solu- <br /> p p tions and ask for Pub. No. INST 6004, Alternate Backfill <br /> ballast(fill tank)with water or product. Procedure. <br /> 14 <br />
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