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ARCHIVED REPORTS_XR0012931
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2900 - Site Mitigation Program
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PR0543479
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ARCHIVED REPORTS_XR0012931
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Last modified
5/5/2020 10:08:26 AM
Creation date
5/5/2020 9:57:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012931
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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Canepa's Car Wash .' <br /> 6234 Pacific Avenue, Stockton, California May 6, , 1993 <br /> Work Plan to Install Monitoring Wells Page 2 <br /> 4.0 Well Construction <br /> All materials used in well construction will be thoroughly cleaned prior to introduction <br /> into the boring. A Bentonite or cement and Bentonite rout will be laced at the <br /> g g P <br /> bottom of the boring as necessary. After the seal has been allowed to set long enough <br /> to support the casing (PVC) with end cap and factory perforations for placement into <br /> the saturated zone the casing will be placed in the boring. <br /> The screen and filter pack will be as noted in the well construction drawing. The <br /> casing and end caps will be threaded and no glue will be used to cement the casing <br /> sections together. The filter pack will extend 2 feet above the perforated zone. A <br /> Bentonite seal 2-3 feet thick will be placed in the annular space above the filter pack <br /> followed by a cement grout to the surface. Seal and filter pack elevations may change <br /> based on the underlying geology. The wells will be protected by cristy boxes installed <br /> flush with the ground surface. The on site geologist will log the soil borings and <br /> provide well logs with the report to the San Joaquin Coutny Environmental Health <br /> Department. <br /> 5.0 Sampling <br /> All soil sampling equipment will be thoroughly steam cleaned before and between <br /> sampling-to prevent cross contamination. Relatively undisturbed soil samples will be <br /> obtained every five feet (5') using a modified California split spoon sampling device <br /> with brass liners. The sampler will be driven by a 140 pound hammer repeatedly <br /> falling 30 inches. The blow counts necessary to drive the sampler will: be .recorded for <br /> l evaluate the consistencies of the materials. These samples <br /> each � inch interval to help e alu les p <br /> will be analyzed for Total petroleum hydrocarbons using the TUFT testing procedures. <br /> The bottom soil sample in each well will be tested for 1,1,1, trichloroethane using EPA <br /> method 8010. This compound is being tested for because it was found in the soils <br /> spoils pile test sequence. <br /> Water samples will be obtained after the wells are developed. Development will <br /> consist of pumping approximately 3 to 5 well volumes of water from each well, or until <br /> the water is free of sediments, and the pH, conductivity, and temperature have <br /> stabilized. The samples will be tested for Electrical Conductivity, using a conductivity <br /> meter, pH using a pH meter and temperature using a thermometer. <br />
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