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SITE INFORMATION AND CORRESPONDENCE_1988-1993
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SITE INFORMATION AND CORRESPONDENCE_1988-1993
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Last modified
3/30/2020 1:41:40 PM
Creation date
3/30/2020 1:26:08 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1988-1993
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Harding Lawson Associates <br /> July 12, 1993 <br /> 10433 003 <br /> Mr. Chuck Kolesar <br /> Shell Oil Company <br /> Page 2 <br /> It is anticipated that Monitoring Well DW-1 will be completed to a depth of <br /> approximately 60 to 70 feet below ground surface (bgs). The borehole through the <br /> uppermost aquifer will be 12 inches in diameter to facilitate the installation of a <br /> temporary conductor casing (Plate 2). The conductor casing will be installed to a depth <br /> of approximately 40 feet bgs and pushed a minimum of two feet into the aquitard <br /> material. A bentonite seal will also be installed at the bottom of the conductor casing <br /> to further reduce potential connection of aquifers. The boring will then be drilled to <br /> total depth using 10-inch diameter hollow stem augers. The well casing and screen will <br /> be constructed of a 4-inch diameter, Schedule 40, flush-joint threaded PVC. The <br /> screen slots will be factory milled, and the slot size will conform with both the sand <br /> pack and aquifer formation. The top of the screened interval will be located <br /> approximately 3 feet below the bottom of the aquitard to allow for the installation of <br /> the sand pack above the screen and a bentonite seal. A sand pack of clean water- <br /> washed sand (sized to be compatible with both the aquifer formation and well screen) <br /> will be placed adjacent to the entire screened interval and will extend a minimum <br /> distance of 2 feet above the top of the screen. No screen or sand pack will be <br /> emplaced that interconnects two or more hydrostratigraphic units. A 3-foot bentonite <br /> pellet seal will be placed above the sand pack. Levels of sand and bentonite will be <br /> confirmed by sounding. After the bentonite seal has hydrated, the annular space above <br /> the bentonite seal will be grouted with a cement-bentonite grout as the temporary <br /> conductor casing is removed. <br /> After the cement-bentonite grout has set for a minimum of 24 hours, the well will be <br /> developed by swabbing, surging, bailing, and/or pumping. The well will be developed <br /> until it is visibly clear and free of sediment. Fluids removed from the well during <br /> development will be transferred to an existing onsite treatment system. Ground surface <br /> and well casing elevations will be surveyed to the nearest 0.01 foot by a licensed Land <br /> Surveyor. <br /> It is anticipated that Monitoring Well DW-1 will be sampled during the upcoming <br /> semiannual sampling event. If the semiannual sampling has already occurred, the well <br /> will be sampled after it is constructed and developed. The groundwater samples <br /> collected will be analyzed for total petroleum hydrocarbons calibrated as gasoline and <br /> diesel using EPA Test Method 8015 (modified); benzene, toluene, ethylbenzene, and <br /> xylenes using EPA Test Method 8020; and total lead using EPA method 7421. The <br /> analytical results from this new well will be discussed in ongoing semiannual <br /> monitoring reports. <br /> Deep monitoring well DW-1 will be installed with the additional shallow groundwater <br /> monitoring wells during the next phase of plume characterization. As stated in Shell <br /> Oil Company's letter to RWQCB dated June 7, 1993, the next phase of plume <br /> characterization will proceed upon approval of access to Navy property. <br />
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