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ARCHIVED REPORTS XR0012580
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544482
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ARCHIVED REPORTS XR0012580
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Last modified
5/20/2019 5:51:49 PM
Creation date
5/20/2019 4:11:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012580
RECORD_ID
PR0544482
PE
3528
FACILITY_ID
FA0000556
FACILITY_NAME
CHEROKEE LANE SERVICE STATION*
STREET_NUMBER
900
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04742007
CURRENT_STATUS
02
SITE_LOCATION
900 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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10 two,5, <br /> a- <br /> n <br /> 4 - <br /> ax <br /> EVAX Project 2260-03 6 May 1991 <br /> Drilling of Borings <br /> West Hazmat Drilling Corporation (Hazmat; C-57 License $54979) of Rancho <br /> — Cordova, California was retained by EVAX to drill the soil borings and <br /> construct the vapor extraction wells. Soil borings were drilled on March <br /> 28, 1991 with a Mobile CME 75, truck mounted drill rig equipped with <br /> continuous flight, hollow stem augers of 8-inch diameter. The augers <br /> were steam cleaned before drilling each boring. The boring for MW-25 was <br /> drilled near the west side of the station uuilding and to a total depth <br /> of 77.0 feet below ground surface. MW-25 was designed as both a vapor <br /> extraction and groundwater monitoring well. The boring for VW-26 was <br /> drilled near the east side of the station building and to a total depth <br /> of 60.5 feet below ground surface. VII-26 was designed as a vapor <br /> extraction well . A hand operated auger was used to test for possible <br /> shallow underground piping in the areas drillad. <br /> Soil Sampling <br /> -. A geologist supervised the drilling and sampling of soils from the <br /> borings. Soil samples from the boring of MW-25 were taken at 5.0 foot <br /> intervals starting at a depth of 5.0 feet beluw the ground surface. In <br /> the boring of VW-26, soil samples were taken at 10.0 foot intervals <br /> ` starting at a depth of 10 feet below the ground surface. Samples were <br /> ;., retrieved with a California modified, split-spoon sampler" loaded with 3 <br /> steam cleaned, brass sleeves each of 6.0-inch length and 2.0-inch <br /> diameter. Sampling involved advancing the boring to a point just above <br /> the sampling depth, sliding the sampler through the hollow stem of the <br /> augers, and driving the sampler I8 inches into relatively undisturbed <br /> i, soils below the base of the boring. A standard 140-pound hammer dropped <br /> repeatedly 30 inches was used to drive the sampler into the soils. The <br /> j number of blows needed to drive the sampler each successive 6.0-inch <br /> increment wa> recorded by the geologist. <br /> x The sampler was then retrieved from the boring and soils were evaluated <br /> by the geologist following the Unified Soil Classification System.. Soils <br /> �.y were also field screened with an Organic Vapor Meter (OVM), a photo- <br /> ionization detector that qualitatively measures organic vapor <br /> s concentrations. The ends of one of the soil-packed brass sleeves from <br /> each sampling interval were sealed with aluminum foil, plastic caps, and <br /> tape following retrieval of the sampler from the boring. These soil <br /> samples were then labeled and placed in iced storage. Geological and <br /> other data are summarized in the logs of borings, Appendix B. <br /> - 2. - <br />
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