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ARCHIVED REPORTS_XR0009072
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WASHINGTON
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3500 - Local Oversight Program
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PR0545822
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ARCHIVED REPORTS_XR0009072
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Last modified
7/15/2020 2:42:39 PM
Creation date
7/15/2020 1:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009072
RECORD_ID
PR0545822
PE
3528
FACILITY_ID
FA0005566
FACILITY_NAME
RIVERSIDE CEMENT COMPANY
STREET_NUMBER
2825
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
2825 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I EHD representative stopped the word; , ,and r eyuestec acoitannal <br /> sampliang. Two (2) soil samples were taken from the northeast <br /> wall at depths of 4 and 7 by Geo-Analytical Laboratory ; the <br /> upper sample was taken from the gray clay, the lower one imme- <br /> diately below it at 7 . Refer to Plate VII for details <br /> Laboratory results of those samples, (Table II & Exhibit E, ) <br /> I revealed that bTEX, EDH, TPH--G, and total lead were all below <br /> detection limits in the sample taken at 7 , (S1 . ) A small amount <br /> of Xylene was present in the soil sample taken at 4 , kS2; ) all <br /> other components tested were below detection levels. The removed <br /> spoil was returned to the hole. <br /> After reviewing the results of the above work , the Cour -c y EHE <br /> sLateo that site closure could not occur and tFat additional 4aor� <br /> woula -be required; refer to Exhibit f for uocumen-c�,ataDn . i <br /> WORKPLAN FOR SOIL INVESTIGATION: <br /> Recause of the very minor amount of contamination encountered , <br /> the shallow depth and the l a mi teci area it occupies , 1-c is felt <br /> that the best method for removing the contaminated soil is by <br /> additional excavation and sampling; the following workplan is <br /> proposed for that purpose. <br /> 1 . Using dTO equipment, excavate to the north and east of the <br /> e.,astxng site from the area where the clay layer was mound. The <br /> RO on location, {WJH, ) will direct the work. <br /> 2. Excavation will continue in the direction of the clay layer <br /> until all evidence of contamination has been removes. It 1.s <br /> anticipated that the maximum size of this work will be approA- <br /> irnately :0 X 15 ' X 10 ' deep; refer to Plate VIII for the <br /> anticipated configuration of the excavation_ Water was not <br /> encountered during tank removal operations at a deptn of 10 feet , <br /> but may be higher at the time this work as performed. In the <br /> event waT-er is encountered, one or more "grab" samples will bF- <br /> ta+,en for analysis. <br /> 3oa1 samples will be taken from the bottom and sides of the <br /> evcavataon approximately as shown of Plate VIII ; the actual <br /> sample locations will depend on conaitaons encounzered during the <br /> work , upon agreement with the County EHD representative. Soil <br /> samples will be taken from the teeth of the backhoe buct,et by <br /> pushing a clean metal tube into the spoil ; it will be promptly <br /> sealed , labeled and preserved on ace pending transport to a <br /> Certified lab for analysis. Depending on conditions at the sire , <br /> soil samples may be taken by pushing the metal tube directly into <br /> the in---place soil by the geologist. <br /> 4 <br />
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