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ARCHIVED REPORTS XR0011301
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 XR0011301
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Last modified
7/3/2019 6:58:58 PM
Creation date
7/3/2019 3:49:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011301
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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Geo4tca[?echnics Inc Page 2 <br /> Groundwater Monitoring Report <br />' Project No 425 2 <br /> June 13, 1997 <br /> recommendations for work to completely characterize this site and evaluate the risk these <br /> chemicals pose to public health and the environment This report will also include the <br />' findings of the wells survey <br /> 1.0 GROUNDWATER MONITORING <br /> 1.1 Hydrology of Site <br /> The average groundwater elevation at the site was 89 57 feet above mean sea level This <br /> represents a decrease of approximately 1 5 feet since the last monitoring event in September <br /> 1995 <br /> Table 1 of Appendix A summarizes the groundwater level measurements to date <br /> Groundwater gradient calculations show that the dominant groundwater flow is in a northern <br /> direction with the slope ranging from 0 0017 up to 0 0289 ft/ft <br /> 1.2 Groundwater Sampling Procedure <br /> • On January 17, 1997, Del-Tech Geotechnical Support personnel arrived on-site, opened the <br /> wells, and measured the depth to water with an electrically actuated sounding tape The <br /> water level reading was recorded to an accuracy of 0 01 foot In wells where free floating <br /> product was suspected, a clear disposable bailer is used to gauge the interface <br /> Stagnant water in the well casing was purged using either a Grundfos pump or electronic <br /> bailer as recorded in the field logs (Appendix Q The rate of well purging was monitored <br /> The wells were purged of at least three casing volumes and until the groundwater parameters <br /> (temperature, conductivity, and pH) had stabilized (Appendix Q indicating that water, <br /> representative of actual aquifer conditions, was entering the well Groundwater parameter <br /> stabilization was characterized by three successive readings within 10% In this case the <br /> instrument was not calibrating properly, and pH measurements were not considered reliable <br /> Before a sample was collected, the well's water level was allowed to recharge to at least 80% <br /> of it's initial level All water removed from the monitoring wells and not used as a sample, <br /> was placed in a 55 gallon DOT (Department of Transportation 17-11) approved container that <br /> is properly labeled and temporally stored on-site <br /> A bailer was used to collect each sample Bailer cleanliness was assured by collecting a <br /> bailer blank (pouring distilled water through the bailer and collecting it in a VOA vial) prior <br /> to collecting the analytical sample <br /> • <br />
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