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ARCHIVED REPORTS XR0003372
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544596
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ARCHIVED REPORTS XR0003372
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Last modified
6/24/2019 1:55:52 PM
Creation date
6/24/2019 1:32:31 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003372
RECORD_ID
PR0544596
PE
3528
FACILITY_ID
FA0002064
FACILITY_NAME
7-ELEVEN INC. STORE #14117
STREET_NUMBER
2725
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
02
SITE_LOCATION
2725 COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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Work Plan for Subsurface Investigation March 25 1999 <br /> The Southland Corporation Store No 14117 Stockton California Page 2 <br /> ' SOIL SAMPLING AND ANALYSIS <br /> ' Four sod borings will be Installed on site to a depth of 25 feet below ground surface (BGS) using a hollow-stem <br /> auger drill rig using 8 Inch outside diameter (OD) augers (soil boring depth will be Increased If groundwater is <br /> not encountered above 25 feet BGS) During the drilling, soil samples will be collected at five foot intervals <br /> ' from surface to maximum borehole depth and logged using the Unified Soil Classification System by an IT <br /> Corporation field geologist, working under the supervision of a California registered geologist Soil at each <br /> depth interval will be evaluated on site for relative hydrocarbon content using a field Instrument Samples �C ? <br /> ' collected for laboratory analysis will be sealed with plastic caps over Teflon film, taped labeled, placed on ice <br /> and sent to a state certified laboratory under chain of custody These will be analyzed for benzene, toluene, <br /> ethylbenzene, total xylenes (BTEX), MTBE, and total petroleum hydrocarbons as gasoline (TPH-g) following <br /> EPA method 8020/8015(modified) MTBE will be confirmed using EPA method 8260 All sampling equipment <br /> will be cleaned between sampling Intervals using detergent and rinsed with deionized water Boreholes will <br /> be back filled to grade with bentonite <br /> ' WELL INSTALLATION, MONITORING AND SAMPLING <br /> N A groundwater monitoring well will be constructed in each boring of 2-:rich diameter Schedule 40 poly-vinyl <br /> chloride (PVC) casing with flush threads and 0 020-inch-slot well screen The well screen for each monitoring <br /> well will be installed from approximately 10 to 25 feet BGS with groundwater expected at approximately 15 feet <br /> BGS A sand filter pack will be placed around the well screen to a maximum height of 1 foot above the top <br /> of the screen The well will be sealed with 2 feet of hydrated bentonite, followed by a neat-cement grout to <br /> grade The wellhead will be protected at the surface by a locking, expandable cap and traffic-rated street box <br /> ' (with watertight bolted lid) set in concrete These wells will be used to characterize and delineate the lateral <br /> extent of dissolved petroleum hydrocarbons <br /> ' Following Installation, eacn monitoring well will be developed by hand bailing to remove fine-grained sediments <br /> from the well and filter pack Water from the development process will be temporarily stored on site in <br /> DOT-approved 55-gallon drums <br /> The top of casing of each well will be professionally surveyed relative to a mean sea level datum At least 48 <br /> hours after development, static liquid levels will be measured In all monitoring wells Liquid levels will be <br /> ' monitored using interface probe The survey data will be used along with the depth-to-water measurements <br /> to calculate groundwater elevations and generate a potentiometric surface map <br />
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