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INSTALL_2018
Environmental Health - Public
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2300 - Underground Storage Tank Program
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INSTALL_2018
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Last modified
11/18/2020 3:23:12 PM
Creation date
7/23/2020 1:45:56 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2018
RECORD_ID
PR0542116
PE
2351
FACILITY_ID
FA0024188
FACILITY_NAME
GRIN INVESTMENTS INC DBA: ARCO AM/PM
STREET_NUMBER
6009
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95207
APN
08126064
CURRENT_STATUS
01
SITE_LOCATION
6009 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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RECEIVED <br /> Aaron Hang JAN 1 9 2018 <br /> Environmental Health Specialist <br /> San Joaquin County ENVIRONMENTAL HEALTH <br /> Environmental Health Department(EHD) 2- DEPARTMENT January 18, 2018 <br /> Response: The Fire District Permit Number has been revised. It is our understanding <br /> that the building permit included the fire district review. <br /> 3. G.0.2.2, section 18, indicates that sumps will be tested hydrostatically (VPH sumps are not <br /> tested hydrostatically(SB989), clarification is needed). <br /> Response: Revised note for California double wall sump tightness test. <br /> 4. G.0.5, indicates that valves are being installed on vacuum jumper tubing. Veeder root does <br /> not recommend installation of ball valves on vacuum jumper cables. Please provide <br /> clarification if these ball valves will be installed. <br /> Response: Plans have been revised to remove ball valves on vacuum jumper tubing <br /> 5. G.0.6.2, illustrates a direct bury spill bucket. Spill buckets must be installed in sumps. <br /> Response: The plans have been revised. <br /> 6. G.0.6.4, under additional notes, #7 indicates ball floats are to be installed. Ball floats cannot <br /> be installed. <br /> Response: The notes have been removed. <br /> 7. G.0.7.2, fill sump details doesn't match M.5.3.03 or M.5.3.18 sump details (sumps should <br /> look similar across install plans). <br /> Response: There are two different fill sumps for the project (single fill configuration vs. dual <br /> fill configuration). The purpose of the detail is for the ground-wire connection, which will be <br /> identical process for either sump. <br /> 8. M.5.3.01, for number 34, and 35 lists both OPW and Containment Solutions spill bucket <br /> sump shield,please verify which one will be used. <br /> Response: Both are correct items to be used. OPW will be used for Dual-fill configuration, <br /> the containment solutions will be used for the single-fill configuration. <br /> 9. M.5.3.03 and M.5.3.05: <br /> a. Buoyancy calculations need to be signed and stamped. <br /> Response: The plan has been signed and stamped. <br /> b. Dry weight for split tank listed on calculations as 12873lbs. Total gallons used in <br /> buoyancy calculations listed as 22,000 gallons. Please provide a tank cut sheet that <br /> corresponds to the tank weight and total number of gallons. <br /> Response: See the revised sheet M.5.3.05 and the attached Enclosure No. 3, tank cut <br /> sheet <br />
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