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3500 - Local Oversight Program
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PR0545884
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
7/21/2020 4:30:49 PM
Creation date
7/21/2020 4:24:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
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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QuarterlyReport -Secon .Quarter 2006 <br /> -MANTECA CITY CORPOIATION YARD. <br /> 210 East Wetmore Street, Manteea, California <br /> 1.0. INTRODUCTION <br /> At the request.of Mr. Frederic Clark of the City of M teca,'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 seven 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 /> 2A. -PROCEDURES _ <br /> r Monitoring well sampling was performed in accordance with the San Joaquin.County Environmental _ <br /> Health Department(EHD) sample reduction letter,dated 09 June 2005;under which;well s'MW-1, <br /> MW-2,MW-4,MW-5,MW-'6,MW-9 and MWA 0 are to be sampled on a quarterly basis,and wells <br /> r. MW-3,MW-7 and MW-8 are to be sanipled'on a semi-ahnual basis. On 25 May 2006, seven ground <br /> water monitoring wells(MW-1,MW-2,MW-4,MW-5,MW-6;MW-9 and MW-10).were sampled: <br /> " Field work was performed in" accordance with guidelines issued by the Central Valley Regional <br /> Water Quality Control Board(CVRWQCB)for the investigation of underground storage tank(UST) <br /> sites. <br /> 2.1. . WELL MONITORING AND PURGING <br /> On 25 May 2006,the depth to groundwater in wells MSW-1,MW-2, MW-4 through MW-10 were <br /> ' measured from the top of each well casing to the nearest 0.01--foot utilizing a Solinst water level. <br /> meter. Ground water elevation in each measured well was calculated by subtracting the measured <br /> depth to ground water from the surveyed casing elevation (Table 1). Depth to ground water could <br /> not be measured from well MW-3 because the,wellwa covered'and inaccessible. <br /> After water levels were measured, between 5.5 and 7.5-gallons of water (a minimum of 3 casing— <br /> water volumes per well)were purged from monitoring el1s.MW-1,MW-2;M1]iW-4,MW-5,MW-6, <br /> MW-9-and MW_10 using dedicated, disposable plastic bailers. Ground water temperature,pH and <br /> conductivity were:measured at regillar:intervals durinj purging using an Oakton water analyzer. <br /> Field sheets and data are included in.Appendix A. Purged water was containerized in properly <br /> labeled Department of`TransporWion'(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 *e. using new disposable plastic bailers after <br /> ` Advanced GeoEnvironmental,Inc,: <br />
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