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ARCHIVED REPORTS XR0011204
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 XR0011204
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Last modified
3/4/2019 11:48:27 PM
Creation date
3/4/2019 4:41:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011204
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 <br /> IQuarterly Report - Fourth Quarter 2002 <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 GeoEnvironmental, 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 in Figure 2 Background information is summarized in the AGE-prepared Monitoring Well <br /> Installation Report, dated 02 June 1999 Data from previous ground water monitoring events are <br />' summarized in the tables of this report <br /> I2.0. PROCEDURES <br /> Field work was performed in accordance with guidelines established by the Central Valley Regional <br /> IWater Quality Control Board for investigation of underground storage tank (UST) sites <br />'• 2 1 WELL MONITORING AND EVACUATION <br /> On 10 October 2002, a Solmst water level meter was used to measure the depth to ground water in <br />' monitoring wells MW 1 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 in Table 1 <br />' After recording water level measurements, disposable polyethylene bailers were used to evacuate <br /> the wells of standing water A minimum of 3 casing-water volumes were removed from each well- <br />' 10 gallons from MW I and 7 gallons each from MW2 and MW3 Ground water temperature,pH and <br /> conductivity were measured at regular purge-volume intervals during the evacuation of MW2 and <br /> MW3 using an Oakton water analyzer These measurements were not taken in MW 1 due to the free <br />' product in the well Field sheets and data are included in Appendix A Evacuated water was stored <br /> on-site in properly labeled, 55-gallon Department of Transportation (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 <br /> of 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 /> IAdvanced Gco nvironmental,Inc <br /> 1 <br />
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