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ARCHIVED REPORTS_XR0011036
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0011036
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Last modified
12/10/2019 2:38:50 PM
Creation date
12/10/2019 11:46:55 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011036
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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Section 4 <br /> Groundwater Remediation Options <br /> This section evaluates options for groundwater remediation.at the Disco site. As discussed in <br /> t Section 2 of this report, the NAPL gasoline constituents in the smear zone beneath the former <br /> service station, which has been feeding the groundwater gasoline plume continually through <br /> percolation and dispersion, are currently being removed by AS/SVE. The remedial options <br /> discussed in this section target gasoline constituents that have dissolved into the groundwater <br /> and migrated away from the source. Characteristics (extent and chemical-concentrations) of. <br /> the dissolved-phase plume are described in Section 3. <br /> Following are the objectives of groundwater remediation at the Disco site: <br /> + Control the migration of gasoline constituents. <br /> • Demonstrate progressive constituent mass removal from the confined plume. v <br /> • Minimize direct or indirect exposure of humans and the environment to <br /> gasoline constituents. <br /> Because of the extreme depth to groundwater (70 feet) at the Disco site, cost effective <br /> remediation options are limited to those that do not involve excavation or extensive drilling. <br /> The two remediation options discussed in this section address the objectives listed above and <br /> cost effectiveness with respect to the depth to groundwater. , <br /> This section includes: a brief summary of hydrogeological conditions at the site that set the <br /> stage for groundwater remediation discussions; an assessment of risks associated with the <br /> dissolved plume of gasoline constituents; a description of two groundwater treatment options; <br /> and an evaluation of those options. <br /> Hydrogeological Conditions Summary <br /> Groundwater movement and contaminant transport on site are naturally limited by a flat <br /> groundwater surface gradient, very slow movement in the horizontal direction (5 to 10 <br /> feet/year), and even slower movement in the vertical direction(less than 1.0 footlyear). Water <br /> supply wells in the area are all screened well below the A and B Zones because of the low <br /> yield of these formations, as demonstrated in the pump tests and subsequent groundwater <br /> modeling described in Section 3. <br /> Assessment of Risk- <br /> Source and Extent of Contamination <br /> The source of contamination, NAPL gasoline in the smear zone, is being addressed by the <br /> AS/SVE,,system presently in operation. The extent of NAPL contamination is likely to be in a <br /> narrow conically shaped smear zone extending from 30 feet to'90 feet bgs. The extent of <br /> aqueous- or dissolved-phase contamination, as presented in Section 3, is a triangularly shaped <br /> SF010030983.DOC 4-1 <br />
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