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ARCHIVED REPORTS XR0001667
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001667
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Last modified
6/14/2019 1:04:17 PM
Creation date
6/14/2019 11:03:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001667
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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n1 11 <br /> Quarterly Report - First Quarter 2004 <br /> WEST CLAY PROPERTIES <br /> 639 West Clay Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> At the request of Ms Tina Mayhew of West Clay Properties, Advanced GeoEnvironmental, Inc <br /> (AGE)has prepared this quarterly report for the property located at 639 West Clay Street, Stockton, <br /> California The site and the surrounding area are illustrated in Figure i Structures, well and boring <br /> locations are illustrated on Figure 2 <br /> This quarterly report has been prepared in accordance with Central Valley Regional Water Quality <br /> Control Board(CVRWQCB) guidelines for investigation of underground storage tank(UST) sites <br /> Complete background information is presented in Appendix A <br /> 2.0. PROCEDURES <br /> On 05 February 2004, fifteen single-completed and two dual-completed ground water monitoring <br /> wells were purged and sampled <br /> Field work was performed in accordance with San Joaquin County Environmental Health <br /> Department (EHD) and CVRWQCB guidelines for sampling ground water monitoring wells and <br /> investigating UST sites <br /> 2 1 QUARTERLY GROUND WATER MONITORING <br /> Seventeen single-completed and two dual-completed ground water monitoring wells were purged <br /> and sampled on 05 February 2004 Seven of the wells (MW-6A, MW-8A, MW-1 IA, MW-12A, <br /> MW-13A, 14A and 15A) were shallow wells screened from approximately 10 to 35 feet below <br /> surface grade (bsg) Ten wells (MW-1, MW-2, MW-6B, MW-8B, MW-9, MW-11B, MW-12B, <br /> MW-1313, MW-14B and MW-15B) were deep wells screened from approximately 40 to 70 feet <br /> Well MW-3 and EW-2 were intermediate wells screened between 30 and 50 feet <br /> 2 1 1 Well Monitoring and Evacuation <br /> A Solinst water level meter was used to measure the depth to ground water in 22 wells relative to <br /> the tops of the well casings The ground water elevations and gradient were determined from this <br /> data (Table 1) <br /> Advanced GeoEnviroamental,Inc <br />
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