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ARCHIVED REPORTS XR0011289
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 XR0011289
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Entry Properties
Last modified
7/3/2019 6:29:51 PM
Creation date
7/3/2019 3:47:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011289
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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Cjeofogica(Techmcs Inc Page 3 <br /> Groundwater Monitoring Report <br /> Project No 425 2 <br /> February 9, 1999 <br /> 11.2 Vertical Groundwater Gradients <br /> Vertical groundwater gradients were not calculated using MW-2 and MW-102 because the <br /> floating product in MW-2 prevented an accurate depth to water measurement However, past <br /> events has shown the vertical gradient to be 1 75 to 2 times greater then horizontal and in a <br /> downward direction See Table 3 of Appendix A <br /> The groundwater elevation in MW-202 is 0 68 feet higher then the groundwater elevation in <br /> MW-102 This indicates an upward flow of the deeper groundwater <br /> 1.2 Groundwater Samphng Procedure <br /> On November 13, 1998, Del-Tech Geotechnical Support personnel arrived on-site, opened <br /> the 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 a Centrifugal pump as recorded in the <br /> field logs (Appendix C) The rate of well purging was monitored The wells were purged of <br /> at least three casing volumes and until the groundwater parameters (temperature, <br />�. conductivity, and pH) had stabilized (Appendix C) indicating that water, representative of <br /> actual aquifer conditions, was entering the well Groundwater parameter stabilization was <br /> characterized by three successive readings within 10% <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-H) approved container that <br /> is properly labeled and temporally stored on-site <br /> 1 A stainless steel bailer was used to collect each sample Bailer cleanliness was assured by <br /> collecting a bailer blank (pouring distilled water through the bailer and collecting It 1n a VOA <br /> vial) prior to collecting the analytical sample <br />' Extreme care was exercised while collecting samples to prevent agitation of the water <br /> contained in the bailer Water samples were transferred from the bailer into 40-mi VOA vials <br />' preserved with hydrochloric acid using a bottom-emptying device that minimizes sample <br /> aeration during transfer of the sample All samples were checked for headspace bubbles, <br />' labeled, inserted into foam holders and placed in an ice chest cooled to 4°C for transport to <br /> the laboratory <br />' The sampling technician while collecting all samples wore disposable gloves <br />
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