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ARCHIVED REPORTS XR0008528
EnvironmentalHealth
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2057
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3500 - Local Oversight Program
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PR0544689
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ARCHIVED REPORTS XR0008528
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Last modified
7/24/2019 9:54:38 AM
Creation date
7/24/2019 9:51:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008528
RECORD_ID
PR0544689
PE
3526
FACILITY_ID
FA0003735
FACILITY_NAME
QUICK N EASY MART
STREET_NUMBER
2057
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16515309
CURRENT_STATUS
02
SITE_LOCATION
2057 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Quarterly Report - Second-Quarter 2004 <br /> S QUICK N SAVE #2 <br /> 2057 South El Dorado Street, Stockton, California „ <br /> 1.0. INTRODUCTION <br /> I ` <br /> At the request of Charan Dhillon, Advanced GeoEnvironmental, Inc (AGE) has prepared this <br /> Iquarterly report for the property located at 2057 South El Dorado Street, Stockton, California(site) <br /> The site and the surrounding area are Illustrated on Figure 1 Structures and boring and well locations <br /> are illustrated on Figure 2 Site background Information is summarized in Appendix A Ground <br /> water analytical data from the current and previous investigations can be found in Tables 1 and 2 <br /> 2.0. PROCEDURES <br /> On 28 June 2004, three ground water monitoring wells (MW1, MW2 and MW3) were monitored <br /> and sampled Field work was performed in accordance with guidelines Issued by the Central Valley <br /> Regional-Water Quality Control Board (CVRWQCB) for the investigation of underground storage <br /> itank (UST) sites <br /> 2 1 WELL MONITORING AND EVACUATION <br /> The depth to ground water in each monitoring well was measured from the top of the well casing to <br />' the nearest 0 01-foot utilizing a Solinst water level meter Ground water elevation in each well was <br /> calculated by subtracting the measured depth to ground water from the surveyed casing elevation <br /> (Table 3) <br />' After water levels were measured,approximately six gallons of water(a minimum of 3 casing-water <br /> volumes per well)were purged from monitoring wells MW 1 through MW3 using a Watera-Hydro- <br />' Lift H pump equipped with a mechanical arm utilized to surge each well with a polyethylene hose <br /> Ground water temperature,pH and conductivity were measured at regular intervals during purging <br /> using an Oakton water analyzer Field sheets and data are Included in Appendix B Purged water was <br />' stored on-site in properly labeled, 55-gallon DOT-approved drums <br />' 2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br />' Water samples were collected from each purged well after allowing the wells to achieve a miniinum <br /> 80% recovery of the pre-purge water volume utilizing 318-inch outer diameter,,length-discrete <br /> polyethylene hose equipped with a ball-valve water tip and Watera-Hydro-Lift H pump Each water <br />' sample was transferred Into laboratory-supplied 40-m1 volatile organic analysis (VOA) vials <br /> containing 0 5 ml of hydrochloric acid as preservative After collection, the samples were properly <br /> • labeled, placed In a chilled container and transported under chain of custody to Cal Tech <br />' Advanced GeoEnviron mental,Inc <br /> 1 ' <br />
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