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WORK PLANS FILE 1
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3500 - Local Oversight Program
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PR0544624
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WORK PLANS FILE 1
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Last modified
7/3/2019 5:46:33 PM
Creation date
7/3/2019 3:28:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
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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' Geofogicaf7ecknics Inc. • • Page 5 <br /> Feasibility Study Work Plan <br /> ' ProjectNo.425.2 <br /> August 17,2000 <br /> ' 4. The depth to water at the site ranges from 8 to I 1 feet bgs, this is only a few feet over the <br /> minimum depth required. Shallow depths to groundwater would make capturing and <br /> ' controlling vapors difficult and very problematic in fine-grained soils. <br /> 5. Due to the air sparging wells needing to be installed 5 to 15 feet below the deepest <br /> ' contamination, it would be required that they are installed into the sand layer below a <br /> depth of 40-feet bgs. This presents two problems at the site: <br /> • The sand is located beneath a low permeability silty/clayey layer that would impede if <br /> ' not stop, the vertical migration of air. It could also encourage the lateral spread of the <br /> contamination away from the source area. <br /> • The saturated thickness of the aquifer is reaching the maximum recommended <br /> thickness. <br /> ' 3.0 ASSESSMENT OF REMEDIAL EFFECTIVENESS <br /> In order to determine the success of the remedial alternative that will be chosen, different <br /> ' testing plans will be implemented. This work will show how the remaining contamination in <br /> the aquifer responds to the removal of the heavy contamination from the source area. <br /> ' If excavation is used, confirmation soil samples will be collected on the excavation side walls <br /> and pit bottom and water samples will be collected in the areas of the pit that goes below the <br /> ' water table. <br /> If Air Sparging/Vapor Extraction is used, remedial effectiveness will be determined by the <br /> ' performance of a spike test, confirmation boring and groundwater monitoring. If a limited <br /> excavation is chosen as the remedial alternative then the effectiveness will be judged by <br /> groundwater monitoring. <br /> 4.0 RECOMMENDATIONS <br /> Based on the information provided above and the preliminary cost comparison between the <br /> two remedial alternatives, GTI recommends that the highly contaminated soil on the north <br /> ' side of the building be excavated to a depth of 15 feet. We highly recommend that Air <br /> Sparging/Vapor Extraction System not be considered. The conditions at Georges are not <br /> suitable for this technology. It is our professional opinion that site conditions restrict the use <br /> ' Air Sparging/Vapor Extraction and that it would be very costly to operate such a system. <br />
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