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ARCHIVED REPORTS XR0011202
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011202
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Last modified
3/4/2019 11:48:36 PM
Creation date
3/4/2019 4:41:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011202
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
Tags
EHD - Public
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I. Quarterly Report - First Quarter 2003 <br /> K & S GAS & GROCERY <br /> 701 East Charter Way, Stockton, California <br /> I1.0. INTRODUCTION <br /> At the request of Mr Khaldoon Othman of K & S Grocery, Advanced Geo Environmental, Inc <br /> (AGE)has prepared this quarterly report for the property located at 701 East Charter Way,Stockton, <br /> California The scope of work included a quarterly ground water monitoring event and preparation <br /> I of this report The site setting is illustrated in Figure 1 Structures and monitoring well locations are <br /> illustrated III Figure 2 Site background Information is summarized in Appendix A Data from <br /> previous ground water monitoring events are summarized in the tables of this report <br /> I <br /> 2.0. PROCEDURES <br />' Field work was performed in accordance with guidelines established by the Central Valley Regional <br /> Water Quality Control Board for investigation of underground storage tank (UST) sites <br /> . <br /> 21 WELL MONITORING AND EVACUATION <br />' On 09 January 2003, a Sol nst water level meter was used to measure the depth to ground water in <br /> monitoring wells MW1 through MW3 relative to the tops of the well casings (well heads) The <br />' ground water elevations and gradient were determined from these data and are shown III Table 1 <br /> After recording water level measurements,disposable polyethylene bailers were used to evacuate the <br />' wells of standing water A minimum of 3 casing-water volumes were removed from each well, 10 <br /> gallons from MW1 and 6 gallons each from MW2 and MW3 Ground water temperature, pH and <br />' conductivity were measured at regular purge-volume Intervals during the evacuation of MWI, MW2 <br /> and MW3 using an Oakton water analyzer Field sheets and data are included in Appendix B <br /> Evacuated water was stored on-site In properly labeled, 55-gallon Department of Transportation <br />' (DOT)-approved drums <br />' 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> The depth to ground water was measured in each well following evacuation to assure a minimum of <br />' 80% recharge prior to sampling Water samples were then collected using new disposable plastic <br /> bailers Each water sample was transferred into laboratory-supplied 40-m1 VOA vials containing <br /> 0 5 ml 18%hydrochloric acid as a sample preservative The sample vials were then labeled with the <br />' monitoring well designation, date, time of sampling and the sampler's Initials The samples were <br /> • transported in a chilled container under chain-of-custody to Cal Tech Environmental Laboratories <br />' Advanced GeoEnvironmental,Inc <br /> 1 <br />
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