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ARCHIVED REPORTS XR0011423
EnvironmentalHealth
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DURHAM FERRY
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1600
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011423
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Last modified
7/3/2019 6:38:57 PM
Creation date
7/3/2019 4:07:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011423
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' Cw6g£ea!recti is 14C. Page 4 <br /> Groundwater Monitoring Report <br /> Project No.425.2 <br /> March 21, 2005 <br /> Stagnant water in the well casing was purged using a Honda@ centrifugal pump or a <br /> ' Waterra@ pump with dedicated tubing as recorded in the field logs (Appendix C). The rate <br /> of well purging was monitored. The wells were purged of at least three casing volumes or <br /> until the groundwater parameters (temperature, conductivity, and pH) had stabilized <br /> (Appendix C) indicating that water representative of actual aquifer conditions was entering <br /> the well. Groundwater parameter stabilization was characterized by three successive readings <br /> within 10%. <br /> ' Before a sample was collected, the well's water level was allowed to recharge to at least 80% <br /> of its initial level. MW-7, MW-8, and MW-106 exhibited poor recharge. Heavy sheen was <br /> ' noted in MW-2. All the water removed from the monitoring wells and not used as a sample <br /> was placed in a properly labeled 55 gallon DOT (Department of Transportation 17-H) <br /> approved container and temporarily stored on-site. <br /> ' A 1-foot stainless steel bailer and stainless steel wire line or a Waterra@ pump with dedicated <br /> tubing was used to collect each sample. Extreme care was exercised while collecting samples <br /> ' to prevent agitation of the water contained in the bailer. Water samples were transferred <br /> from the bailer into 40-n-1 VOA vials preserved with hydrochloric acid using a bottom- <br /> emptying device that minimizes sample aeration during transfer of the sample. All samples <br /> were checked for headspace bubbles, labeled, inserted into foam holders and placed into a <br /> cooled ice chest for transport to the laboratory. The sampling technician .wore disposable <br /> ' gloves while collecting all samples. <br /> A chain of custody document, listing all samples collected and their intended analyses, <br /> ' accompanied the samples from field to the laboratory, thereby providing a means to track the <br /> movement and insure the integrity of the samples. <br /> ' 1.3 Laboratory Analyses <br /> The groundwater samples collected on January 21, 2005 were delivered to Excelchem <br /> ' Environmental Labs (California Certification # 2119), of Roseville, California, for analysis. <br /> The samples were analyzed using the following methods: <br /> • BTEX —EPA method 8260B <br /> ' • TPH-Gasoline— EPA method 8260B <br /> 0 MTBE— EPA method 8260B <br /> ' Sherwood Laboratory, Hilmar, CA has been used for the Quarterly Monitoring sample <br /> analysis in the past. GTI choose Excelchem Environmental Labs for year 2005 quarterly <br /> ' monitoring sample analysis by the bidding process to various labs. Excelchem will do the <br /> required analysis by EPA method 8260B starting from first quarter 2005. Additionally, <br /> 1 <br />
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