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COMPLIANCE INFO_2010-2011
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231310
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COMPLIANCE INFO_2010-2011
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Last modified
8/25/2022 2:52:45 PM
Creation date
6/23/2020 6:46:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2010-2011
RECORD_ID
PR0231310
PE
2361
FACILITY_ID
FA0003773
FACILITY_NAME
VAN DE POL ENT INC/PACIFIC PRIDE
STREET_NUMBER
351
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04903015
CURRENT_STATUS
01
SITE_LOCATION
351 N BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\UST\UST_2361_PR0231310_351 N BECKMAN_2010-2011.tif
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EHD - Public
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3.4.2 Abrasive blast fiberglass tanks to a minimum 1.5 to 2.0 mil anchor profile pattern or ground until <br /> fiberous material is fully exposed. <br /> 3.4.3 Once the abrasive blasting or grinding operation is completed,the entire surface area must be <br /> brushed, blown with compressed air and vacuumed. <br /> 3.4.4 Install a steel reinforcing plate under the fill pipe in the same manner employed when lining or <br /> repairing steel tanks. <br /> 3.5 Repair of Fiberglass Tanks <br /> 3.5.1 Use a minimum thickness of glass cloth and resin equal to the tank wall thickness to repair seams, <br /> cracks and holes, but not including buckling or flattening. <br /> 3.5.2 Fiberglass cloth and resin repair material shall include layers of 5-6 ounce fiberglass cloth or 24 <br /> ounce woven roving. <br /> 3.5.3 Roll out all fiberglass repairs to remove air bubbles and ensure that no exposed glass ends or <br /> unbonded edges remain. <br /> 3.5.4 Overlap the fiberglass repair material on all sides of the perforation by a minimum of six (6) <br /> inches. <br /> 3.5.5 When a seam leak is suspected, abrasive blast or grind all interior seams until fibrous material is <br /> fully exposed, troweled smooth and repair as described above. <br /> 3.5.6 Complete all repairs prior to lining the tank. <br /> 3.5.7 If a fiberglass tank is over 1% but less than 2% out of round, the tank must be structurally <br /> reinforced with lining material containing a minimum of 30%fiberglass reinforcement of one or more of the <br /> following: reinforcing mats, continuous strand (used with a fiberglass chopper), fabric ply construction, <br /> woven roving or some combination of these.The material property of the fiberglass and resin must have a <br /> minimum flexural strength of 27,000 psi. <br /> 3.6 Internal Lining of Fiberglass Tanks <br /> 3.6.1 Follow IECC's instructions and safety precautions during the handling and mixing of lining <br /> compounds, and applying to the entire interior surface of the tank following the specified method of <br /> application. <br /> 3.6.2 Internal linings must be a minimum of 100 mils thick and a nominal thickness of 125 mils or greater. <br /> 3.6.3 Cure lining thoroughly according to IECC's recommendations and test to determine hardness <br /> and thickness. <br /> 3.7 Closing the Entry on Fiberglass Tanks <br /> 3.7.1 After interior work is completed,abrasive blast or grind the cutout section of tank dome and all <br /> cut edges on the tank until all fibrous material is fully exposed. <br /> 3.7.2 Seal all cut edges of tank and cutout section with tank lining material prior to replacing the <br /> section of the tank. <br /> 3.7.3 Close entry area by replacing the cutout section previously removed. <br /> 2/99 <br /> Page 17 of 30 <br />
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