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BENJAMIN HOLT
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3500 - Local Oversight Program
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PR0544111
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Last modified
2/7/2019 12:07:10 PM
Creation date
2/7/2019 10:31:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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3 <br /> Groundwater monitoring wells will be installed in the boreholes. The <br /> wells will be completed with 4-inch-diameter , Schedule 40 polyvinyl <br /> chloride (PVC) flush-threaded casing (meeting County standards for <br /> ASTM F-480 casing) and will be screened with 0.020-inch slotted <br /> casing from approximately 5 to 30 feet below ground surface. <br /> The depth to groundwater is approximately at 13 feet. Blank casing <br /> will extend from the top of the perforated section to ground surface. <br /> The actual depths and screened interval will depend on conditions <br /> encountered during drilling. <br /> The wells will be packed with Number 20/40 sand from the bottom <br /> of the screen to approximately 2 feet above the top of the screen. A <br /> 2-foot seal of bentonite pellets will be placed on top of the sand <br /> pack. The well will be grouted with bentonite-cement slurry or neat <br /> cement from the top of the bentonite seal to the surface. All wells <br /> will be completed below grade, fitted with top and bottom PVC caps, <br /> and have locking water-tight covers installed. A standard well <br /> completion diagram is shown on Figure 2. <br /> Monitoring wells will not be completed opposite significant clay <br /> zones nor will monitoring wells penetrate significant clay zones that <br /> might allow for downward migration of contamination into lower <br /> aquifers. <br /> Sampling Procedures <br /> The following field procedures will be used during soil sampling <br /> at ARCO Station 2133. These methods will ensure proper identifi- <br /> cation of subsurface materials and contaminants. <br /> Soil Samples. Soil samples will be taken every 5 feet during <br /> drilling . Samples will be obtained using an 18-inch drive sampler . <br /> Three 2-inch-diameter by 6-inch-long brass tubes will be fitted into <br /> the drive sampler . The sampler will be driven into undisturbed soil <br /> to obtain the soil samples. Sample tubes will then be removed from <br /> the sampler , the ends visually inspected in the field to identify <br /> lithology, and capped with aluminum foil and plastic caps to provide <br /> an airtight seal. If visible hydrocarbons or odor are present, it <br /> will be noted. Before sealing, hydrocarbon vapor concentrations will <br /> be measured using a photoionization detector . Lithologic logs will <br /> be constructed for each well. Each sample will be labeled on site to <br /> show the date, project number , sample location, and depth interval. <br /> The sealed samples will be stored on ice in closed chests and <br /> protected from meltwater . <br /> If hydrocarbon odors or visible hydrocarbons are detected in a <br /> soil sample, selected soil samples will be analyzed for total <br /> petroleum fuel hydrocarbons, benzene, toluene, and xylene (BTX) <br /> (U.S. Environmental Protection Agency (EPA) Method 8015 , modified) . <br /> Samples will be delivered to Brown and Caldwell' s analytical <br /> laboratory in Emeryville within 48 hours of collection. <br />
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