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2900 - Site Mitigation Program
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PR0516329
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Last modified
3/4/2020 12:00:52 PM
Creation date
3/4/2020 11:19:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0516329
PE
2965
FACILITY_ID
FA0012560
FACILITY_NAME
KELLOGG GARDEN PRODUCTS
STREET_NUMBER
12686
STREET_NAME
LOCKE
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05132011
CURRENT_STATUS
01
SITE_LOCATION
12686 LOCKE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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v <br /> normally occurring background concentrations as described in Summary of Typical Metals <br /> Concentrations in Soils and Surficial Materials from U.S.G.S. Professional Paper 1270 for the <br /> Conterminous United States, dated April 28, 1992. <br /> Soil samples collected from the soil cuttings of the drywells NW, SW, SE, and NE contained no <br /> detectable concentrations of VOCs, SVOCs, TPHg, TPHd, or TOG. The soil samples collected <br /> from the soil cuttings of the drywells NW, SW, SE, and NE contained low concentrations of <br /> various metals. The concentrations of metals detected in these samples were consistent with the <br /> normally occurring background concentrations described above. Analytical results of soil <br /> samples are summarized in Table 1 and laboratory data sheets are contained in Attachment 1. <br /> Borehole Backfillin¢ <br /> Once analytical results were received ATC verbally requested regulatory approval to backfill the <br /> borings from Mr. Ron Rowe of PHS/EHD on July 19, 2000. With PHS/EHD approval, the <br /> drywells were backfilled with a two-sack sand slurry from the bottom to approximately 7 to 8 <br /> feet bgs. Approximately 50 cubic yards of sand slurry was used to backfill the drywells to this <br /> depth. The drywells were then capped with a five-sack cement slurry containing no fly ash from <br /> 7 to 8 feet bgs to within approximately one foot of the surface. Approximately 9.5 cubic yards of <br /> cement slurry was used to backfill the drywells to the near surface. Both slurry mixtures were <br /> delivered to the site by an aggregate company and placed directly from the mixing truck into the <br /> boreholes. <br /> RECOMMENDATIONS <br /> Based on the analytical results and field observations, the subsurface at the site has not been <br /> impacted by the use of the drywells. ATC recommends that this site be granted closure and a No <br /> Further Action letter be issued as soon as possible. The stockpiled soil cuttings should be used to <br /> top off the borings and the remainder of the soil cuttings should be spread out on site. <br />
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