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ARCHIVED REPORTS_XR0002196
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545209
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ARCHIVED REPORTS_XR0002196
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Last modified
1/28/2020 9:00:45 AM
Creation date
1/28/2020 8:28:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002196
RECORD_ID
PR0545209
PE
3528
FACILITY_ID
FA0003963
FACILITY_NAME
TRACY76
STREET_NUMBER
2420
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
Tracy
Zip
95377
APN
23802006
CURRENT_STATUS
02
SITE_LOCATION
2420 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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QUARTERLY REPORT r <br />' 4une 1996 _ <br /> Grant Line Gas & Food <br /> 2420 Grant Line Road <br />' Tracy, California <br />' - 1.0. INTRODUCTION <br /> In accordance with a request from Mr Joe Toste, Advanced GeoEnvironmental, Inc (AGE) has <br />' prepared this Quarterly Report for the field activities performed at 2420 Grant Line Road in Tracy, <br /> California Quarterly ground water monitoring activities were conducted on 04 June 1996 The <br /> location of the site is illustrated in Figure 1 - Location Map A plan of the site is illustrated in Figure <br />' 2 - Site Plan A detailed background of pre,,Sous work performed at the site was presented in the <br /> Quarterly Report - March 1996, dated 15 April 1996, prepared by AGE <br />' The quarterly monitoring and sampling is performed in accordance with both the San Joaquin <br /> County Public Health Services- Environmental Health Division (PHS-EHD)and the Central Valley <br />' Regional Water Quality Control Board (CVRWQCB) guidelines for investigation of underground <br /> storage tank (UST) sites <br /> 2.0 PROCEDURES <br />' 2 1 MONITORING WELL PURGE PROCEDURES <br /> On 04 June 1996, the water level in each monitoring well was measured relative to the top of the <br />' casing using a Solinst water level meter The depths to ground water and zelative ground water <br /> elevations are depicted in Table 1 An MMC interface probe was used to measure the free product <br /> thickness to wells MW-4 and MW-5 <br /> 5 <br /> After water levels were measured, a two-stage submersible pump was used to purge each well Five <br /> gallons (minimum of three well volumes) of water were removed from each well until temperature, <br /> r pH and conductivity had stabilized (Appendix B) Stabilization parameters were measured at one- <br /> gallon intervals using an ICM water analyzer Purged water was stored on-site in 55-gallon DOT <br /> drums <br /> 5 <br /> 22 COLLECTION OF GRQUND WATER SAMPLES <br /> Water samples were collected from each well using a new disposable plastic bailer Each water <br /> sample was collected in two 40-m1 VOA vials and one I-liter amber bottle After collection, the <br /> samples were placed in a chilled container and transported under chain-of-custody procedures to <br /> McCampbell Analytical, Inc (MAI) in Pacheco, California Each sample was analyzed for total <br />
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