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3500 - Local Oversight Program
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PR0544804
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Last modified
11/19/2024 10:20:01 AM
Creation date
9/4/2019 1:30:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544804
PE
3528
FACILITY_ID
FA0003850
FACILITY_NAME
M&M BUILDERS SUPPLY INC
STREET_NUMBER
8111
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95304
APN
25014006
CURRENT_STATUS
02
SITE_LOCATION
8111 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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�.. S"I <br /> Proposed Work Tasks <br /> Regulatory File Search <br /> Wright will perform a regulatory file search of the State and local regulatory databases, <br /> and of the PHS-EHD files to a one-mile radius. The purpose of this search is to identify <br /> possible nearby sources of petroleum contaminants, which may have migrated onto the <br /> site. <br /> Exploratory Drilling and Soil Sampling <br /> Five borings will be positioned to ascertain distribution of the contaminants in <br /> groundwater. Drilling permits will be secured from the PHS-EHD, and all utilities will <br /> be cleared prior to doing the fieldwork. The borings will be advanced to depths of about <br /> 20- to 25-feet with the exception of the boring next to the water well, which will be <br /> advanced to about 45-feet if possible. Borings will be advanced to depths at which <br /> contaminants do not appear to be present, based upon field data. Wright will attempt to <br /> gain two consecutive none detected samples to define the lower contaminant penetration, <br /> which based upon the previous work, was at about the 20- to 25-foot depth. <br /> Moderate to severe flowing conditions were encountered in previous boreholes, which <br /> required drilling methods to be alternated between push and auger drilling depending <br /> upon the severity of the flowing condition. Please note that some soil samples may not <br /> be recoverable in instances of severe flowing since the sampler may not be advanced to <br /> the desired depth. <br /> The boreholes will be drilled with truck mounted hollow stem auger and/or direct push <br /> drilling equipment. All drilling equipment and sampling tools will be cleaned prior to <br /> arriving, between driving samples and before leaving the site. The augers or drill rods <br /> will be advanced to the desired sampling depth interval, and a drive split spoon sampler <br /> will be driven ahead of the drill bit. The sampler will be retrieved and dissembled, and <br /> any soil filled brass or acetate liners retained for chemical analysis, will be sealed with <br /> Teflon® paper or foil and plastic end caps. Each sample will be labeled, logged onto <br /> chain-of-custody forms and place in a chilled ice chest on crushed ice. Drill cuttings will <br /> be drummed and left on-site. <br /> The boreholes will be logged using the Unified Soil Classification System under the <br /> supervision of a registered geologist. Additional lithologic information may be collected <br /> to describe the subsurface geology. Soil samples will be field screened for presence of <br /> contaminants by checking for presence of odor and staining, and a photo ionization meter <br /> will be used for soil field vapor measurement use. This reconnaissance field vapor data <br /> will be used to select soil samples for analysis and note potential contaminant presence. <br /> Soil samples will be collected at no greater that five-foot vertical intervals, with <br /> additional samples collected at intervals of obvious contamination and at stratigraphic <br /> features of interest using field discretion. <br /> M&M Builders Supply 9 <br /> 10/16/2000 <br /> Wright Project No.4669 <br />
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