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PR0545195
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/23/2020 12:02:14 PM
Creation date
1/23/2020 11:40:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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John Johnson <br /> Page 2 <br /> The potential exposure pathway discussion will be useful for performing a risk assessment for the <br /> site. While the results of a risk assessment are not accepted by the Central Valley Regional Water <br /> Quality Control Board(CVRWQCB)or EHD as stand-alone criteria for site closure,they are one <br /> factor considered for site closure. At this time,EHD is more interested in identifying migration <br /> pathways through the subsurface that will influence the potential for the contaminants to impact <br /> sensitive receptors or impact additional groundwater supplies,thereby degrading their beneficial <br /> use. Theses issues may also be addressed in a revised SCM that incorporates the findings from <br /> the next phase of work. <br /> The remedial alternatives for impacted soil and groundwater discussed in the Report comprise a <br /> sort of CAP,but are presented as general descriptions of the alternatives without incorporation of <br /> site specific data,estimates of costs,or estimates of effectiveness. EHD cannot evaluate the <br /> alternatives as discussed at this time,but does note that the shallow depth to groundwater on the <br /> site and the predominance of fine-grained soil at shallow depth,limit the potential for use of soil <br /> vapor extraction and,therefore, also limits the potential use of insitu air sparing. <br /> ATC proposes to delineate the vertical extent of impacted soil and groundwater by advancing <br /> three CPT borings onsite to characterize the hydrogeologic framework of the site and collect soil <br /> and groundwater samples for laboratory analysis.. EHD approves the scope of work noting that <br /> sufficient data should be collected to identify and correlate all major potential permeable <br /> hydrological units. Include the compounds ethanol and methanol in future soil and groundwater <br /> analyses. <br /> EHD does not agree that shallow impacted soil has been fully delineated. Most soil samples <br /> collected between 6 and 7 feet below surface grade(bsg)have been impacted and probably <br /> represent the capillary fringe smear zone. EHD recommends that the proposed CPT boring <br /> locations be sampled at approximately 6 or 7 feet bsg and that additional shallow borings be <br /> advanced at the following locations: two borings adjacent to the north of each dispenser; one <br /> boring approximately 20 feet west of monitoring well (MW-5); one boring approximately 20 feet <br /> northwest of MW-1; one boring approximately 20 feet west of boring,B-13; and one boring <br /> midway between MW-4 and boring,BH-4. The latter six borings to collect shallow soil samples <br /> may be advanced by geoprobe or another cost-effective method, and based on the findings from <br /> the CPT borings, it may be necessary to collect deeper soil samples from one or more of the <br /> recommended additional shallow borings. <br /> Please submit a work plan by May 10,2004,that addresses EHD's recommendations presented in <br /> this letter. Submit a drilling permit application for advancing the 3 CPT borings,along with an <br /> $89.00 fee, and notify EHD at least 72 hours prior to commencing the fieldwork. <br /> Please contact Vicki McCartney,REHS,at(209)468-3456 or vmccartneyRsjcehd.com if you <br /> have questions regarding this letter. <br /> Donna Heran,REHS,Director <br /> Environmental Health Department <br /> Vicki McCartney,REHS Nuel C.Henderson,Jr.,RG <br /> Unit IV-Site Mitigation Unit IV-Site Mitigation <br /> cc: Drew Van Allen-ATC <br /> James L.L.Barton-CVRWQCB <br />
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