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ARCHIVED REPORTS_XR0008402
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0506560
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ARCHIVED REPORTS_XR0008402
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Last modified
6/22/2020 8:56:46 AM
Creation date
6/22/2020 8:17:07 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008402
RECORD_ID
PR0506560
PE
2960
FACILITY_ID
FA0004535
FACILITY_NAME
CAL-FARM SUPPLY
STREET_NUMBER
2040
Direction
W
STREET_NAME
WASHINGTON
City
STOCKTON
Zip
95206
APN
14503004
CURRENT_STATUS
01
SITE_LOCATION
2040 W WASHINGTON
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> Kennedy/Jenks/Chilton <br /> As identified in the 13 October 1988 work plan, excavation of pesticide <br /> ' containing soil followed by disposal at a Class I landfill was selected <br /> for implementation A discussion of soil removal and disposal <br /> activities is presented in Section 3 <br /> ' ADDITIONAL SOIL AND GROUNDWATER INVESTIGATION <br /> For the purpose of collecting additional soil and groundwater data in <br /> ' the downgradient direction of the former tank location, one groundwater <br /> monitoring well (MW-5) was installed at the Cal -Farm site on 31 May <br /> 1990. The location of well MW-5 is shown on Figure 5. Petroleum <br /> ' hydrocarbons and benzene, toluene, xylenes, and ethylbenzene (BTX&E) <br /> were detected in groundwater collected from a well located upgradient of <br /> the tank during the preliminary site investigation. Those results are <br /> summarized in the Kennedy/Jenks/Chilton report entitled Preliminary Site <br /> ' Investigation Report, Cal-Farm Stockton Facility dated 14 July 1989 <br /> Monitoring Well Installation <br /> The soil boring for MW-5 was drilled to a depth of 25 feet using a truck <br /> mounted drilling rig utilizing ten-inch (nominal outside diameter) <br /> hollow-stem augers. Undisturbed soil samples were collected at five- <br /> foot intervals using a California modified split spoon sampler. Brass <br /> liners were inserted inside the sampler to retain the soil samples. The <br /> sampler was driven 18 inches into the soil at the appropriate interval <br /> using a 140 pound drive hammer free falling approximately three feet. <br /> The sampler was extracted and one liner from each interval was retained <br /> for laboratory analysis. Soil from the other two liners was used to <br /> ' describe site lithology. Groundwater was encountered in MW-5 at <br /> approximately 15-feet below ground surface. Lithologic descriptions of <br /> the site soil are included on the boring log presented in Appendix C. <br /> ' The soil samples retained for laboratory analysis were covered on both <br /> ends with Teflon sheets and tight fitting plastic caps. The samples <br /> were labeled according to location, date, depth, time, and sampler <br /> ' initials and placed in a chilled ice chest for shipment to the <br /> Kennedy/Jenks/Chilton laboratory Division. Chain-of-Custody forms were <br /> completed and accompanied the samples to the laboratory <br /> After drilling and sampling, the boring was completed as a monitoring <br /> well using two-inch Schedule 40 PVC well screen (0 020-inch slot size) <br /> and casing The screened interval extended from ten feet below ground <br /> ' surface to the bottom of the boring Ten feet of blank casing was <br /> placed above the screen for a total well depth of 25 feet. An �__ <br /> artificial filter pack consisting of Monterey #1C sand was placed around <br /> ' the casing extending from the bottom of the boring to approximately 1- <br /> 1/2 feet above the screened interval . A one-foot thick bentonite pellet <br /> seal consisting of hydrated 1/4-inch bentonite pellets was installed on <br /> top of the artificial filter pack. <br /> A cement/bentonite grout was placed above the seal and extended to the <br /> ground surface. The well was completed at the surface using a water- <br /> , WPI13 2 4 882526 01 <br />
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