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ARCHIVED REPORTS XR0011148
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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 XR0011148
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Last modified
3/4/2019 11:27:49 PM
Creation date
3/4/2019 4:38:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011148
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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Tags
EHD - Public
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' - September 1999 <br /> Quarterly Report <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 Gas & Grocery,Advanced GeoEnvironmental, <br /> Inc (AGE) has prepared this Quarterly Report for the property located at 701 East Charter Way, <br /> Stockton, California Ground water monitoring was performed on 29 September 1999 The site and <br />' the surrounding area are illustrated in Figure 1-Location Map Structures,well and boring locations <br /> are illustrated on Figure 2 - Site Plan Background information was summarized in the Monitoring <br /> Well Installation Report, dated 02 June 1999 and prepared by AGE <br /> 1 <br />' 2.0. PROCEDURES <br /> All field work was performed in accordance with San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) guidelines for investigations of underground storage tank (UST) sites <br /> • <br /> 21 MONITOR1N`G WELL PURGE PROCEDURES <br /> On 29 June 1999, a Solmst water level meter was used to measure the depth to ground water in <br /> monitoring wells MWl through MW3, relative to the tops of the well casings An Ullage interface <br /> probe was also used to check for the presence of free product in each well The ground water <br /> elevations and gradient were determined from these data (Table 1) <br /> After recording water level measurements, a two-stage submersible pump was used to purge each <br />' well of standing water The purge pump was placed near the top of the water column to remove <br /> water trapped within the unscreened section of the well casing Approximately 9 to 12 gallons of <br /> water (minimum of 3 well casing volumes) were removed from each well 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 />' 22 COLLECTION OF GROUND WATER SAMPLES <br /> The depth to ground water was measured in each well following purging 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 40-ml VOA vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative After collection, the samples were properly labeled, <br /> placed in a chilled container and transported under chain-of-custody to McCaznpbell Analytical, Inc <br /> Adianced GcoEn%ironmrntal,Inc <br />
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