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REMOVAL_1988 CLOSURE IN PLACE
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PR0231848
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REMOVAL_1988 CLOSURE IN PLACE
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Last modified
1/9/2020 1:49:40 PM
Creation date
1/9/2020 1:46:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1988 CLOSURE IN PLACE
RECORD_ID
PR0231848
PE
2361
FACILITY_ID
FA0002052
FACILITY_NAME
NuStar Terminals Operations Partnership L.P.
STREET_NUMBER
3505
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203004
CURRENT_STATUS
01
SITE_LOCATION
3505 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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KBlackwell
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EHD - Public
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r <br /> PAYMENT <br /> RECEIVED <br /> KAPREALIAN ENGINEERING, INC. <br /> K E I Consulting Engineers SEP 2 8 1987 <br /> P. O. BOX 913 <br /> BENICIA, CA 94510 ENVIRONMENTAL HEALTH <br /> (415)676-9100 (707)746-6915 PERMITISERVICES <br /> September 25, 1987 <br /> San Joaquin Local Health District <br /> 1601 East Hazelton Avenue <br /> Stockton, CA 95201 <br /> Attn: Mr. Doug Wilson <br /> RE: Drilling Plan/Proposal <br /> Mobil Terminal <br /> 3505 Navy Drive <br /> Stockton, California <br /> Dear Mr. Wilson: <br /> Enclosed please find an application and fee for permit to drill <br /> one 8-inch boring at the referenced site. The purpose of the <br /> boring is to take undisturbed soil samples beneath a 550 gallon <br /> underground heating oil storage tank at the site to determine if <br /> it can be abandoned in place. The boring will be angle-drilled <br /> at 45 degrees with a hollow-stem flight auger drill rig so that <br /> soil samples can be collected directly beneath the tank. One and <br /> possible two undisturbed soil samples will be collected beneath <br /> the tank at a depth of approximately 9 feet with a California- <br /> modified split spoon sampler. The brass liners holding the <br /> samples will be sealed with aluminum foil and plastic caps, <br /> labeled and stored in a cooled ice chest for delivery to Sequoia <br /> Analytical Laboratory in Redwood City, California. After <br /> completion, the boring will be pressure-grouted with a slurry of <br /> neat cement. <br /> The attached location plan shows the approximate position where <br /> the boring will be started. The position may be changed in the <br /> field if unanticipated obstructions are encountered. From the <br /> starting position, a 45 degree boring will intersect a <br /> perpendicular from the bottom of the tank after approximately <br /> 12 . 5 feet of auger have been advanced. <br /> The groundwater beneath the site lies at approximately 11 feet. <br /> The groundwater flow direction is south-southeasterly as of <br /> August 17, 1987. The hydraulic gradient is very flat, as <br /> described in our report dated August 24, 1987 . <br />
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