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ARCHIVED REPORTS XR0004319
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3500 - Local Oversight Program
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PR0544686
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ARCHIVED REPORTS XR0004319
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Last modified
7/23/2019 11:43:04 AM
Creation date
7/23/2019 11:32:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004319
RECORD_ID
PR0544686
PE
3528
FACILITY_ID
FA0000916
FACILITY_NAME
7-ELEVEN INC #19976
STREET_NUMBER
1399
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21633034
CURRENT_STATUS
02
SITE_LOCATION
1399 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Fourth Quarter 1998 Monitoring and Sampling Report and Work Plan for Additional Subsurface Investigation 5 <br /> The Southland Cor ration Store#19976, 1399 North Main Street Manteca CA Janna 29 1399 <br /> detector(FID/PlD) will be used to determine relative hydrocarbon concentrations from field samples The <br /> ' borings wnll continue until two consecutive five foot samples indicate possible non-detectable hydrocarbon <br /> concentrations or as deep as field conditions permit The sampling ng will drive a 1 5-inch-diameter by 2- <br /> foot-long stainless steel barrel lined with 1-inch-diameter by 6-inch-long brass sample tubes at each <br /> location <br /> ' Sod samples will be collected at 5-foot intervals for soil characterization beginning at 5 feet BGS All <br /> sampling equipment will be cleaned pnor to sampling the sod at each interval Each soil sample will be <br /> ' screened for hydrocarbon vapors using a FID/PID Soils encountered during drilling will be logged using <br /> the Unified Soil Classification System by a IT Corporation field geologist, working under the supervision of a <br /> California registered geologist <br /> ' All soil generated through drilling will be placed in Department of Transportation (DOT)-approved 55-gallon <br /> drums pending characterization and disposal Water generated by steam cleaning will be temporarily <br /> stored on site in DOT-approved 55-gallon drums pending characterization and disposal <br /> WELL CONSTRUCTIONIDEVELOPMENTIGAUGING/SAMPLING <br /> ' A groundwater monitoring well will be constructed in two of the three borings (MW-4 and MW-5) of 2-inch <br /> diameter Schedule 40 poly-vinyl-chloride (PVC) casing with flush threads and 0 020-inch-slot well screen <br /> The well screen for monitoring well MW-4 will be installed from approximately 45 to 50 feet BGS A dual- <br /> nested well will be constructed in monitoring well MW-5 The shallower well will be screened from 10 to 30 <br /> feet below ground surface (BGS), and the deeper screened interval will be from 45 to 50 feet BGS The <br /> wells may be installed shallower/deeper depending on hydrocarbon concentrations encountered A sand <br /> filter pack will be placed around the well screen to a maximum height of 2 feet above the top of the screen <br /> The well annulus will be sealed with approximately 2 feet of bentonite pellets saturated in place on top of <br /> the sand pack, and neat-cement grout to approximately 10 inches BGS The wellheads will be protected at <br /> the surface by locking,water-tight well caps and traffic-rated street boxes (with watertight bolted lids) set in <br /> concrete These wells will be used to characterize and delineate the extent of dissolved petroleum <br /> ' hydrocarbons <br /> Following Installation, each monitoring well will be developed by using a surge block and hand bailing to <br /> ' remove fine-grained sediments from the well and filter pack Water from the development process will be <br /> containerized and temporarily stored on site in 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 <br /> 48 hours after development, liquid levels in all monitoring wells will be monitored to measure static liquid <br /> levels Liquid levels will be monitored using an ORS Environmental Equipment INTERFACE PROBE T" <br /> Well Monitoring System, which consists of a dual optical sensor and electncal conductivity probe that <br />' distinguishes between water and petroleum products The survey data will be used along with the depth-to- <br /> water measurements to calculate water elevation in the monitoring wells, and estimate local groundwater <br /> flow direction and gradient <br />' Following monitoring, 4 well casing volumes of water will be removed from each well prior to sampling of <br /> groundwater A log will be maintained that includes measurements of pH,temperature, and conductivity of <br /> purged water Once measurements have stabilized, groundwater samples will be collected from each well <br /> IT CORPORATION <br />
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