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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
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231310_351 N BECKMAN_2010-2011.tif
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EHD - Public
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Pig NFIO INI I AL <br /> In the table, the entries noted with an asterisk are situations where the MCC <br /> recommendations are either more detailed or more stringent than those in the API <br /> recommendations. Some examples are discussed next. <br /> The training requirements of MCC are more detailed and more demanding than <br /> those recommended by API 1631. API 1631 devotes only a portion of paragraph <br /> 4.4.1.3 to generally describing the repair of a tank; MCC has nearly a full page of <br /> detailed instructions on repairing by welding, using plugs, hydraulic cement, and silane- <br /> treated fiberglass cloth and resin. The API recommendations for fiberglass tanks are <br /> very cursory; the MCC instructions are nearly as detailed as those for steel tanks. <br /> MCC includes much more detail on safety precautions than does API. MCC provides <br /> more details on sludge removal methods than does API. <br /> There are some instances where we consider the MCC recommendations to be an <br /> improvement over those of API. For example, API indicates that the internal inspection <br /> be conducted before sandblasting of the interior, whereas MCC prefers to sandblast first <br /> and then inspect. (The latter order of the steps is also the one required by the State of <br /> California.) The MCC method is preferred because areas of suspicion or small holes <br /> are more likely to be detected when viewing a clean surface. Also, if an ultrasonic <br /> inspection is conducted (the most preferred means of nondestructively determining the <br /> wall thickness), the method is aided by working on a clean surface. Obviously <br /> however, if large or numerous holes are observed that would rule out upgrading the tank <br /> before sandblasting, no further examination would be necessary. Another example is <br /> the installation of a striker plate. API 1631 calls for a steel striker plate to be welded to <br /> the floor and then coated over with the fining material. MCC lines the tank first, then <br /> installs the steel striker plate over the lining. This is preferred because the steel plate <br /> can better withstand impacts from sticking than can the lining material. <br /> In summary, the MCC written recommended practices for the internal lining and <br /> repair of underground storage tanks meet or exceed those of API 1631 in every respect. <br /> MRI-Amr.M400-FR 3 <br />
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