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COMPLIANCE INFO_CASE 1
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COMPLIANCE INFO_CASE 1
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Last modified
4/10/2020 4:47:33 PM
Creation date
4/10/2020 4:32:29 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
CASE 1
RECORD_ID
PR0527444
PE
2950
FACILITY_ID
FA0018586
FACILITY_NAME
FORMER ROY KNOLL TOWING
STREET_NUMBER
3570
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
14339014
CURRENT_STATUS
01
SITE_LOCATION
3570 E MINER AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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at concentrations of 20 and 370 ppm, respectively. Lead in the water sample was detected at <br /> 2.6 ppm. Total lead in the sludge sample was detected at a concentration of 120 ppm, and the <br /> STLC lead was detected at 0.6 ppm. Laboratory data are summarized in Table 2. The results <br /> of septic sampling were included in the Soil Sampling Report-Results of Investigation (4/18/97). <br /> 5.3 Additional Soil Sampling--July 1997 <br /> The rationale and proposed methods for additional soil investigation were presented to PHS/EHD <br /> in the Preliminary Soil Remediation Plan dated June 19, 1997. The additional work was <br /> designed to provide better constraints on the lateral and vertical extent of soil contamination, to <br /> evaluate the solubility of the lead under more representative conditions and evaluate the <br /> amenability of the soil to treatment. <br /> On July 28, 1997, under the supervision of PHS/EHD, a backhoe was used to open small test <br /> holes at the locations indicated on Figure 2. Soil samples were collected from a depth of <br /> approximately 1 foot from all locations (BSS and SS-1 through SS-6) except proposed location <br /> SS-4, which was inaccessible. The bulk sample collected from location BSS at a depth of 1 <br /> foot was split into a number of duplicates for potential treatment testing. In addition, samples <br /> were collected from location BSS at depths of 2, 3 and 4 feet. The samples were submitted to <br /> APPL where all, except for SS-1-1', BSS-2' and BSS-4', were analyzed for soluble lead (these <br /> three samples were held by the lab for possible analyses depending upon the results of the other <br /> samples). In addition, the control split of sample BSS-1' was analyzed for total lead, soluble <br /> lead using deionized water (as opposed to citric acid) as the extraction fluid, soluble lead using <br /> the federal method (TCLP) and pH. <br /> None of the soluble lead concentrations exceeded the STLC limit of 5 mg11 (most were non- <br /> detect at a practical quantitation limit of 0.5 mg/P). These results establish the lateral limits of <br /> soil contamination in excess of the STLC limit for lead. <br /> The sample collected from a depth of 3 feet at location BSS did not contain a detectable <br /> concentration of soluble lead. In this situation, it was anticipated that the sample collected at <br /> 2' (BSS-2') would be analyzed. However, although adjacent to previous sampling locations <br /> A/AA, the sample from the depth of 1 foot at BSS only contained 0.62 mg/1 soluble lead by <br /> STLC. For this reason, the sample from the depth of 2 feet was not analyzed. Laboratory <br /> results of supplemental soil samples are summarized in Table 3. <br /> The TCLP and deionized water STLC results from sample BSS-P establish the low solubility <br /> and leachability of lead under less rigorous extraction procedures than the standard STLC using <br /> citric acid. These are more indicative of the solubility of the lead contaminant under actual <br /> environmental conditions. <br /> Two splits of this sample were treated with portland cement and a pozzolanic fly ash/hydrated <br /> lime amendment. However, these were not submitted for analysis due to the low STLC lead <br /> concentration in the control sample. <br /> Toys\reports\nw.rpt 5 <br />
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