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2900 - Site Mitigation Program
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PR0523785
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/28/2019 4:59:09 PM
Creation date
5/28/2019 4:55:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Delta Truck Sales -2- 11 October 1989 <br /> establish locations for verification sampling beneath the former <br /> impoundments. <br /> d. Document sampling locations in the excavation and the soil <br /> stockpiles. A baseline should be established in the field from <br /> which future sampling locations can easily be located. <br /> 2. A quality assurance plan should be implemented which includes collection <br /> and analysis of duplicate samples. <br /> 3. A physical description of samples should be included in the final <br /> report. This should note the apparent degree of contamination with oily <br /> waste, grain size distribution of the sample (from field observations) , <br /> color, and other pertinent information. <br /> 4. The work plan should describe how samples with significant amounts of <br /> gravels or cobbles will be prepared for analysis. <br /> SUGGESTIONS FOR DETERMINING EXTENT OF FURTHER EXCAVATION <br /> We feel additional tasks should be considered for implementation at this time <br /> in order to guide further excavation of impacted soils at the site. <br /> 1 . Verification sampling of excavated areas should be conducted to <br /> determine if the vertical extent of excavation is sufficient. <br /> 2. Sidewalls determined to be at the location of the filled impoundment <br /> should be sampled to determine the extent of excavation on either side <br /> and below the former impoundment. Samples should be analyzed for total <br /> petroleum hydrocarbons. <br /> 3. The fill material which was a potential pathway for the contaminants <br /> should be sampled to determine if further lateral excavation is needed. <br /> 4. As stated above, the boundaries of the surface impoundment as determined <br /> from aerial photographs should be located in the field using land <br /> surveying techniques. Verification sampling should be conducted beneath <br /> the former impoundments located with this technique. <br /> NATURE OF FILL MATERIAL ADJACENT TO THE FORMER SURFACE IMPOUNDMENT <br /> During excavation of the backfilled surface impoundment debris was uncovered <br /> in adjacent areas of the subsurface. This debris was apparently waste <br /> generated by former owners of the site. Besides providing a pathway for <br /> contaminants, there is a possibility that the material itself poses a threat <br /> to water quality. In order to determine whether chemical characterization of <br /> the debris is needed we reqest you submit a description of the source of the <br /> debris, and the history of waste disposal to the areas adjacent to the surface <br /> impoundment. <br />
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