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ARCHIVED REPORTS_XR0007758
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PR0545884
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ARCHIVED REPORTS_XR0007758
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Last modified
7/21/2020 4:41:45 PM
Creation date
7/21/2020 4:35:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007758
RECORD_ID
PR0545884
PE
3528
FACILITY_ID
FA0005481
FACILITY_NAME
MANTECA CORP YARD
STREET_NUMBER
210
Direction
E
STREET_NAME
WETMORE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21938313
CURRENT_STATUS
02
SITE_LOCATION
210 E WETMORE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Quarterly Report -Fourth Quarter 2004 <br /> . MANTECA CITY CORPORATION YARD <br /> 210 East Wetmore Street, Manteca, California <br />' 1.0. INTRODUCTION <br /> At the request of Mr Frederic Clark of the City of Manteca, Advanced GeoEnvironmental, Inc <br />' (AGE) has prepared this quarterly report for the property located at 210 East Wetmore Street, <br /> Manteca, California The enclosed report documents the procedures and results of quarterly <br /> monitoring of ten ground water monitoring wells The site and the surrounding area are illustrated <br />' on Figure 1 Structures and well locations are illustrated on Figure 2 <br />' 2.0. PROCEDURES <br /> On 29 November 2004,ten groundwater monitoring wells(MW-1 through MW-10)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 /> tank (UST) sites <br /> 2 1 WELL MONITORING AND PURGING <br /> On 29 November 2004, the depth to ground water in all ten monitoring wells was measured from <br />' the top of each well casing to the nearest 0 01-foot utilizing a Solinst water level meter Ground <br /> water elevation in each well was calculated by subtracting the measured depth to ground water from <br /> the surveyed casing elevation (Table 1) <br />' After water levels were measured, between 3 and 4 75 gallons of water (a minimum of 3 casing- <br /> water volumes per well)were purged from monitoring wells MW-1 through MW-10 using dedicated, <br />' disposable plastic bailers Ground water temperature,pH and conductivity were measured at regular <br /> intervals during purging using an Oakton water analyzer Field sheets and data are included in <br /> Appendix A Purged water was containerized in properly labeled Department of Transportation <br />' (DOT)-approved 55-gallon drums and stored on-site <br />' 2 2 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using new disposable plastic bailers after <br />' allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Each water <br /> sample was transferred into one 1-liter amber bottle without sample preservative and into three <br />' 40-m1 volatile organic analysis (VOA) vials containing 0 5 ml 18% hydrochloric acid as a sample <br /> preservative After collection, the samples were properly labeled,placed in a chilled container and <br /> transported under chain of custody to McCampbell Analytical,Inc (MAI),a California Department <br /> tAdvanced GeoEnvironmental,Inc <br /> 1 <br />
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