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ARCHIVED REPORTS_XR0004193
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545339
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ARCHIVED REPORTS_XR0004193
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Last modified
2/11/2020 7:26:58 PM
Creation date
2/11/2020 4:55:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004193
RECORD_ID
PR0545339
PE
3528
FACILITY_ID
FA0003633
FACILITY_NAME
ARCO 07049
STREET_NUMBER
800
Direction
E
STREET_NAME
KETTLEMAN
STREET_TYPE
Ln
City
Lodi
Zip
95240
APN
06206042
CURRENT_STATUS
02
SITE_LOCATION
800 E Kettleman Ln
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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1 <br /> 1 <br /> Drilling Procedures <br /> We contacted Underground Service Alert at least 48 hours before drilling to delineate <br /> Public utility lines at the site Before drilling, we hand augered each borehole to 3 to 5 feet <br /> below grade <br /> A licensed well driller drilled the borings using a truck-mounted drill rig equipped with 8- <br /> inch-diameter or 10-inch-diameter hollow-stem augers The drilling was performed under <br /> the guidance of a field geologist The earth materials were logged using visual and manual <br /> methods and classified according to the Unified Soil Classification System A <br /> photolonization detector (PID) was used to evaluate soil samples for gasoline hydrocarbons <br /> Field instruments such as the PID are useful for indicating relative levels of gasoline <br /> hydrocarbon vapors but do not detect the concentration of gasoline hydrocarbons present <br /> with the same precision as laboratory analyses Any subjective evidence of gasoline <br /> hydrocarbons such as soil discoloration or obvious odor was noted <br /> Collecting Soil Samples <br /> During drilling, soil samples were collected at 5-foot or other appropriate intervals using a <br /> California-modified, split-spoon sampler equipped with clean brass sleeves Samples were <br /> collected by drilling the boring to a point gust above the sampling depth and then driving <br /> the sampler into the soil through the hollow center of the auger The sampler was driven <br /> 18 inches with a standard 144-pound hammer dropped 30 inches The number of blows <br /> required to drive the sampler each successive 6-inch interval was counted and recorded on <br /> the field boring log to give an indication of soil consistency Soil samples were identified <br /> and evaluated for relative levels of gasoline hydrocarbons using a PID when appropriate <br /> Borings not converted to wells were backfilled with a slurry of cement, bentonite, and water <br /> Construction of Vapor-Extraction Wells <br /> Vapor-extraction wells were constructed of thread-jointed, 4-inch-diameter schedule <br /> polyvinyl (PVC) chloride casing No chemical cements, glues, or solvents were used in well <br /> construction The screened portion of the wells consisted of factory-perforated casing with <br /> 0 020-inch-wide slots No 3 sand was placed in the annular space opposite the screen to <br /> approximately 1 foot above the top of the slotted casing A 2-foot bentonite plug was placed <br /> above the sand pack, and a cement-bentonite slurry was used to fill the remaining annulus <br /> to the surface <br /> A traffic-rated cast-aluminum utility box with a PVC apron was placed over each wellhead <br /> and set in concrete flush with the surrounding concrete pad This box has a watertight seal <br /> to protect against surface water infiltration and is opened with a special wrench The design <br /> of the box discourages vandalism and reduces the possibility of accidental disturbance of the <br /> well <br /> soocia-$ <br />
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