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ARCHIVED REPORTS XR0004082
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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KETTLEMAN
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2449
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3500 - Local Oversight Program
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PR0543823
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ARCHIVED REPORTS XR0004082
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Entry Properties
Last modified
10/22/2018 1:08:58 PM
Creation date
10/22/2018 10:41:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0004082
FileName_PostFix
XR0004082
RECORD_ID
PR0543823
PE
3528
FACILITY_ID
FA0003760
FACILITY_NAME
SUNWEST LIQUORS
STREET_NUMBER
2449
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
02741005
CURRENT_STATUS
02
SITE_LOCATION
2449 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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IVVATC <br /> A S S O C I A T E S I N C <br /> 2.0 SUBSURFACE INVESTIGATION METHODS AND PROCEDURES <br /> I <br /> To evaluate if groundwater extraction is a viable option for remediating petroleum impacted soil <br /> and groundwater, a soil boring was advanced approximately 25 feet south of the former UST <br /> location at the location shown on Figure 2. All field activities were performed in accordance <br /> with Foothill Engineering's Work Plan for Extraction Well Pump Test, dated April 12, 2000. <br /> This workplan was approved by S.ICEHD with modifications. <br /> ' 2.1 Drilling Activities <br /> ' Hollow stern auger drilling was conducted on October 8, 2001, by Spectrum Drilling {State C57 <br /> license no. 512268). Soil boring EW-1 was advanced to 61.5 feet and was completed as a six- <br /> inch diameter groundwater extraction well. A soil sample was collected from the boring at 60 <br /> ' feet bgs, but due to a miscommunication with the analytical lab the holding time expired and the <br /> sample was not analyzed. A field geologist logged the soil sample utilizing the Unified Soil <br /> Classification System. The cored sample was characterized for soil type, moisture content, and <br /> ' visual evidence of petroleum hydrocarbons. The soil sample was field screened with a Flame <br /> Ionization Detector (FID) for the presence of volatile organic compounds. A description of soil <br /> types encountered is included on the well construction log contained in Appendix A. Drill <br /> M cuttings were temporarily stored on site in 55-gallon DOT approved steel drums. <br /> i <br /> 2.2 Groundwater Extraction Well Construction <br /> 1 Soil boringEW-1 was completed as a six-inch diameter groundwater extraction well to be used <br /> p <br /> in the groundwater extraction and treatment pilot test. The screen interval of the extraction well <br /> 1 was positioned from approximately 50 feet bgs to 60 feet bgs. The screen slot size was 0.020- <br /> inch. The well construction details for well EW-1 are shown on the well construction log <br /> 1 contained in Appendix A. <br /> 223 Extraction Well Development <br /> Groundwater extraction well EW-1 was surge blocked on October 22, 2001 by Spectrum <br /> Drilling. The groundwater extraction well was developed by ATC on November 7, 2001. The <br /> well was purged until the extracted water was relatively sediment free. Development logs are <br /> included in Appendix B. Purgewater was temporarily stored on site in 55-gallon drums. <br /> 3.0 GROUNDWATER PUMPING PILOT TEST <br /> A groundwater pumping test was proposed in Foothill Engineering's Work Plan for Extraction <br /> ' Well Pump Test, dated April 12, 2000. The goal of the groundwater pumping test was to provide <br /> aquifer data necessary to characterize the feasibility of operating a groundwater treatment system at <br /> the site by providing the following parameters: <br /> wA259571repom\pumptest,doc 2 <br />
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