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COMPLIANCE INFO_2002-2006
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2300 - Underground Storage Tank Program
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COMPLIANCE INFO_2002-2006
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Last modified
9/25/2024 4:47:24 PM
Creation date
6/23/2020 6:59:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2002-2006
RECORD_ID
PR0522448
PE
2371
FACILITY_ID
FA0015274
FACILITY_NAME
SHELL I-5
STREET_NUMBER
717
Direction
W
STREET_NAME
EIGHTH
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16314045
CURRENT_STATUS
01
SITE_LOCATION
717 W EIGHTH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2371_PR0522448_717 W EIGHTH_2002-2006.tif
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EHD - Public
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®WARNING <br />Overfill protection, such as automatic shut-off devices or <br />vent -restriction devices, should not be installed if <br />owner/operator will allow pump or pressure filling of the <br />tank. Failure to follow this instruction could cause tank <br />failure and result in death or serious injury. <br />11.4. VENTING INTERSTITIAL SPACE <br />CAUTION <br />All reservoirs must be vented for proper operation. <br />11.4.1. When the tank's interstitial space is filled with a <br />monitoring fluid, the space must be vented. It is sufficient to drill <br />a 1/4 -inch -diameter hole in the side or cap of the reservoir <br />standpipe as supplied by the installer. If the groundwater level <br />could be high enough to enter a drilled vent hole, install a vent <br />line from the standpipe to above high-water level. <br />11.4.2. When the interstitial space is dry, it is not necessary to <br />vent the space to atmosphere. <br />12.1. GENERAL <br />12.1.1. Xerxes recommends only gravity filling of tanks. <br />12.1.2. See SECTION 18, Operating Guidelines. <br />13.1. GENERAL <br />13.1.1. Continue to take safety measures (such as placing barri- <br />cades) around the excavation site until installation is completed. <br />13.1.2. When the tank has been set, tested and backfilled, and <br />all piping and venting has been completed, add the balance of <br />the backfill material. <br />13.1.3. The backfill must be free of debris, ice or snow. Any <br />blocks or bricks used as support material during piping must be <br />removed prior to completion of backfilling. <br />13.1.4. The backfill material specified in SECTION 4 must be <br />used to completely fill excavation. <br />13.1.5. Be sure that the installation meets all of the require- <br />ments of minimum cover as specified in SECTION 5. <br />13.1.6. When the tank has been backfilled to subgrade (before <br />placement of asphalt or concrete), take a measurement of the <br />internal diameter of the tank. (See SECTION 14 of the <br />Installation Manual for instructions on taking diameter <br />measurements.) Record this measurement as Final Internal <br />Diameter on the Tank Installation Checklist, SECTION 4. <br />13.1.7. Complete the Tank Installation Checklist. <br />19 <br />11 <br />14.1. GENERAL <br />14.1.1. Obtain the deflection measurement by taking a minimun <br />of two measurements of the internal diameter of the tank. <br />14.1.2. Two methods of measuring the internal diameter of the <br />tank are described here. Both methods use a dipstick. (Similar <br />methods can be used, such as with a tape measure, etc.) <br />14.1.3. The deflection measurement can be obtained by using <br />either method twice or by using each method once. Each will be <br />described here as if that method were being used twice. <br />14.1.4. Take the initial internal -diameter measurement before <br />backfilling the tank. (See Point 8.2.8.) In a wet -hole installation, <br />take this measurement before the tank is placed in the <br />excavation hole. (See Point 8.3.1.1.) <br />14.1.5. Take other diameter measurements during the backfilling <br />process to determine whether vertical deflection continues to be <br />within the limits specified by Xerxes. (See Point 6.4.6. and <br />Point 9.1.1.) <br />14.1.6. Take the final internal -diameter measurement when the <br />tank has been backfilled to subgrade. (See Point 13.1.6.) <br />14.1.7. For both methods, drive a small -headed, nonsparking <br />nail (for example, brass) halfway into a wooden dipstick 1 inch <br />above its base. <br />14.2. INTERNAL -DIAMETER MEASUREMENT WITHOUT A <br />STANDPIPE <br />14.2.1. Place the dipstick into a service fitting. <br />14.2.2. Measure and record the distance from the tank bottom to <br />the top of the fitting. <br />14.2.3. Pull the dipstick up until the exposed nail catches on the <br />inside top of the tank. <br />14.2.4. Measure the distance from the tank top (inside) to the <br />top of the fitting. Subtract 1 inch from this measurement and <br />record the distance. <br />14.2.5. Subtract the second distance (inside tank top to top of <br />fitting) from the first distance (tank bottom to top of fitting). <br />Record this measurement as Initial Internal Diameter on the <br />Tank Installation Checklist, SECTION 4. <br />14.2.6. For subsequent measurements of the internal diameter, <br />repeat Points 14.2.1. through 14.2.5. When the measurement is <br />the final diameter measurement, record this measurement as <br />Final Internal Diameter on the Tank Installation Checklist, <br />SECTION 4. <br />14.3. INTERNAL DIAMETER MEASUREMENT WITH <br />A STANDPIPE <br />14.3.1. Place the dipstick into a service fitting with a standpipe. <br />14.3.2. Measure and record the distance from the tank bottom to <br />the top of the standpipe. <br />
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