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ARCHIVED REPORTS XR0011143
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011143
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Last modified
3/4/2019 11:01:50 PM
Creation date
3/4/2019 4:37:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011143
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 /> i <br /> Quarterly Report - First Quarter 2001 <br /> K& S GAS & GROCERY <br /> 701 East Charter Way, Stockton, California <br /> 1.0. 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 quarterly ground water monitoring and preparation of this <br /> report The site setting is illustrated in Figure I Structures and monitoring well locations are <br /> illustrated in Figure 2 <br /> ISite background information was summarized in the AGE-prepared Monitoring Well Installation <br /> Report, dated 02 June 1999 <br /> 2.0. PROCEDURES <br /> All f eld work was performed in accordance with California Regional Water Quality Control Board <br /> guidelines for sampling ground water monitoring wells and investigations of underground storage <br /> lietank (UST) sites <br /> 21 MONITORING WELL PURGE PROCEDURES <br /> On 19 March 2001, a Solinst water level meter was used to measure the depth to ground water in <br /> monitoring wells MW I through MW3 relative to the tops of the well casings (well heads) The <br /> ground water elevations and gradient were determined from these data (Table 1) <br /> After recording water level measurements, disposable polyvinyl chloride (PVC)bailers were used <br /> to purge each well of standing water Approximately 3 casing-water volumes were removed from <br /> each well, I I gallons from MW-I and about 7 gallons each from MW-2 and MW-3 Ground water <br /> temperature,pH and conductivity were measured at regular purge-volume intervals during purging <br /> using a Hydac water analyzer Field sheets and data are included in Appendix A Purged water was <br /> stored on-site in labeled, 55-gallon DOT-approved drums <br /> 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> The depth to ground water was measured in each well following purging to assure a minimum of <br /> I 80% recharge prior to sampling Water samples were there collected using new disposable plastic <br /> bailers Each water sample was transferred into 40-m1 VOA vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative The sample vials were then labeled with the monitoring <br /> Iwell designation,date,time of sampling and the sampler's initials The samples were transported in <br /> Advanced GeoEnv:ronmental,Inc <br />
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