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2900 - Site Mitigation Program
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PR0009016
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Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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t11 September 2001 <br /> AGE-NC Project No. 98-0466 <br /> ' Page 16 of 24 <br /> ' per billion (ppb) would not be considered an environmental hazard and could qualify for land <br /> disposal, unless considered hazardous for other reasons. In addition to the TEF, the percentage of <br /> the TEQ attributed to 2,3,7,8-TCDD should be considered when assessing the risk associated with <br /> ' contamination. <br /> Results of the dioxin analyses show that the TEQ threshold was not exceeded in any of the six <br /> ' samples analyzed. The TEQs for composite sample 1 (SP4-6, SP7-6, SP 12-4, SP14-6), composite <br /> sample 2(SP1 9-6, SP 17-4,SP 16-2)and composite sample 3(SPI 0-4,DP 10-5)were 242.315 parts <br /> per trillion(ppt),43.695 ppt and 47.064 ppt,respectively.The TEQs for individual samples SP 12-5, <br /> ' SP14-7, SP7-7 and SP4-7 were 9.149 ppt, 7.624 ppt, 433.59 ppt, and 295.94 ppt, respectively. <br /> Samples SP12-5 and SP14-7 did not contain 2,3,7,8-TCDD at concentrations above laboratory <br /> reporting limits. Percentages of the TEQ contributed by 2,3,7,8-TCDD in the remaining samples <br /> ' ranged from 2.52%to 28.5%. Analytical results of dioxin analysis was summarized in AGE's Site <br /> Environmental History, dated 04 May 2001. <br /> ' In addition to dioxin analyses, selected samples collected in June 2000 were analyzed for lead and <br /> pH. Results of the analyses show that the total lead content is above background levels but are not <br /> ' high enough to classify the soil as hazardous waste for total lead. Four samples were analyzed for <br /> soluble lead due to higher elevated total lead concentrations(SP3-2A, SP4-6A, SP7-6A and SP14- <br /> 1A) and were found to contain soluble lead concentrations ranging frdm 0.02 mg/1 to 0.18 mg/l. <br /> ' These concentrations do not exceed the STLC of 5 mg/1. Values of pH are at levels considered to be <br /> background, ranging from 8.15 to 9.15. Analytical results of individual stockpile samples are <br /> summarized in Table 5. <br /> ' During the December 2000 site investigation, a ground water sample collected from boring SBP-1 <br /> did not contain detectable concentrations of TRPH,formaldehyde,TCE; TCP,PCP or VOCs.Total <br /> ' chromium was detected in the ground water sample at a concentration of 0.30 mg/l, lead was <br /> detected at 0.03 mg/l,copper,nickel and zinc were detected at concentrations of 0.24 mg/l,0.27 mg/1 <br /> and 0.36 mg/l.The sample was not filtered prior to analysis,so the metals results include total metals <br /> ' from entrained mineral grains and are not representative of dissolved metals concentrations.Table 6 <br /> includes a summary of analytical results of soil and ground water samples. <br /> ' AGE proposes to collect up to 20 additional soil samples from the soil stockpiles to assess for copper <br /> and lead for waste classification and potential treatment requirements. <br /> ' 4.0. FIELD INVESTIGATION <br /> ' To further assess the areas of potential concern,AGE proposes to advan e 12 soil borings to ground <br /> water(approximately 45 to 50 feet bsg)in the various areas of concern. Ground water samples and <br /> ' selected soil samples will be collected and analyzed for chemicals of concern specific to each <br /> Advanced GeoEnvironmental, Inc. <br />
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