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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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ti <br /> STATE OF CALIFORNIA GEORGE DEUKMEJIAN.Governor <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD— <br /> CENTRAL VALLEY REGION <br /> -� <br /> 3443 ROUTIER ROAD <br /> SACRAMENTO,CA 95827-3098 <br /> IIV.. yu JAI �f IJ <br /> v t '1 <br /> 18 May 1989 MAY 2 21989 <br /> ENVIRONMENTAL HEALTH <br /> PERMIT/SERVICES <br /> Mr. Kenneth Smith <br /> Delta Truck Sales <br /> P.O. Box 8068 <br /> Stockton, CA 95208 <br /> SOIL ASSESSMENT AND EXCAVATION WORK PLAN FOR DELTA TRUCK SALES, INC. , SAN <br /> JOAQUIN COUNTY <br /> On 11 May 1989 we received a work plan proposing removal and sampling of <br /> sludge and soils from the buried surface impoundment at Delta Truck Sales, <br /> Inc. The proposed scope of work should be sufficient to cease discharge of <br /> hazardous wastes to the surface impoundment as defined in the Toxic Pits <br /> Cleanup Act. The following points should be addressed before excavation of <br /> the waste begins: <br /> 1. The criteria that will be used to determine when sufficient soil has <br /> been excavated, and the criteria that will be used to differentiate <br /> between the three soil zones which you expect to encounter during <br /> excavation should be described in the work plan. <br /> 2. The strength of the plastic liner in the storage area may not be <br /> sufficient to isolate the excavated waste from underlying soils in the <br /> storage area. The rubble in the waste may destroy a one layer plastic <br /> liner when placed from a backhoe bucket. The construction of a durable <br /> liner and maintenance of the cover over the waste should be described in <br /> the work plan. <br /> 3. The plan should detail the options for disposal of the three waste piles <br /> generated from the excavation of the fill and waste from the surface <br /> impoundment. Wastes should not be stored on-site into the rainy season. <br /> 4. Modifications to the present steam-cleaning area and associated <br /> wastewater disposal lines should be described. The work plan should <br /> propose measures to prevent liquids from flowing into the proposed <br /> excavation. <br /> 5. Regarding the section titled "Soil Pile Sampling" : Potential remedial <br /> options for the waste piles will be dependent on the concentration of <br /> soluble lead in the waste. This section of the workplan implies that <br /> the total petroleum hydrocarbon content will control the choice of a <br /> remedial measure for the waste. <br />
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