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ARCHIVED REPORTS XR0011424
EnvironmentalHealth
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DURHAM FERRY
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011424
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Entry Properties
Last modified
7/3/2019 6:47:42 PM
Creation date
7/3/2019 4:08:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011424
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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1e4lag&atTeclrjcfcs!/tc Page 4 <br /> Groundwater Monitoring Report <br /> Project No.425.2 <br /> February 22,2005 <br /> ' 1.2 Groundwater Sampling Procedure <br /> p g <br /> ' On November 03, 2004, Del-Tech Geotechnical Support (Del-Tech) personnel arrived on- <br /> site, opened the wells, and measured the depth to water with an electrically actuated sounding <br /> ' tape. The water level reading was recorded to an accuracy of 0.01 foot. <br /> Stagnant water in the well casing was purged using a Honda® centrifugal pump or a <br /> ' WaterraO pump with dedicated tubing as recorded in the field logs (Appendix Q. 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 g to at least 80% <br /> of its initial level. MW-3, MW-7, and MW-8 exhibited very poor recharge. Heavy sheen <br /> ' was noted in MW-2. All the water removed from the monitoring wells and not used as a <br /> sample 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-m1 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 custodydocument listing gall 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 <br /> groundwater samples collected on November 03, 2004 were delivered to Sherwood Labs <br /> Corporation (California ELAP# 1400), of Hilmar, California, for analysis. The samples were <br />' analyzed using the following methods: <br /> • BTEX—EPA method 8020/8015(m) <br /> • TPH-Gasoline —EPA method 8020/8015(m) <br /> 0 MTBE—EPA method 8020/8015(m) <br /> o Positive results confirmed by EPA method 8260 <br />
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