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ARCHIVED REPORTS XR0006550
EnvironmentalHealth
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DURHAM FERRY
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3500 - Local Oversight Program
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PR0544625
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ARCHIVED REPORTS XR0006550
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Last modified
7/3/2019 8:22:54 PM
Creation date
7/3/2019 4:45:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006550
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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CLEARWATER <br /> E- 1101,m,nt 05,rrrr,s <br /> • Groundwater monitoring was conducted in accordance with the schedule proposed in Clearwater's Groundwater and <br /> Remediation System Operation Monitoring Report- First Quarter 1999 dated April 5, 1999 Wells were purged prior to <br /> collection of groundwater samples Clearwater gauging and well purging data sheets are included in Appendix B <br /> 2.2 Groundwater Monitoring Results <br /> Results of third quarter 1999 groundwater monitoring and sampling are summarized below <br /> Depth to groundwater Ranged from 13 19 (MW-3)to 14 83 (MW-7)feet below top of casing <br /> Flow direction/gradient Southwesterly at 0 0008 ft/ft <br /> U SPH-wells/thickness No SPH present <br /> TPHg concentrations <50 pg/L (DW)to 1,900 pg/L (MW-1) <br /> o Benzene concentrations <0 5 pg/L(DW)to 23 pg/L (MW-1) <br /> MTBE concentrations <0 5 pg/L(DW)to 77 pg/L (MW-2) <br /> The southwesterly groundwater flow direction observed this quarter are inconsistent with the northeasterly direction <br /> typically observed beneath the site (Figure 3) However, it is noteworthy that a southwesterly flow has historically been <br /> Observed beneath the site during this time of the year Additionally the groundwater levels are approximately two to three <br /> Leet over the previous quarter, which is also typical of this time of year for the site increases in groundwater levels <br /> combined with a change in flow direction during the late summer are interpreted to be the result of local irrigation <br /> practices <br /> The extent of dissolved-phase gasoline contamination remains well delineated by the existing monitoring well network <br /> (Figure 4) It is noteworthy that contaminant concentrations this quarter continue to remain much lower than pre- <br /> remediation levels This reduction in contaminant concentrations is likely the direct result of ongoing active remediation at <br /> the site since the beginning of October 1998 These trends are shown graphically for plume well MW-1 and MW-2 on <br /> Figures 5A and 5B,respectively <br /> Sample results indicate that the domestic well continues to be free of detectable gasoline hydrocarbon concentrations The <br /> domestic well will continued to monitored on a quarterly schedule <br /> Groundwater monitoring data and analytical results are presented in Table 2 and laboratory analytical reports are attached <br /> in Appendix C <br /> 3 0 SOIL VAPOR EXTRACTION AND AIR SPARGE SYSTEM <br /> The SVE/AS system design includes seven wells plumbed for vapor extraction (VW-1 to VW-4, MW-1, MW-2, and <br /> RW-1), and two wells plumbed for air sparging(SW-1 and SW-2) (Figure 2) The remediation system was constructed <br /> D-107 3Q99 GW &Sys Mon Report 2 September 29 1999 <br />
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