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2900 - Site Mitigation Program
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PR0009016
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Entry Properties
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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26 October 2000 <br /> AGE-NC Project No. 98-0466 <br /> Page 3 of 8 <br /> Kleinfelder,inAmerican Moulding and Millwork Phase lllAssessment eport, dated 06 May 1992, <br /> states that the drainage ditch"east" of the cover plant received effluent fi om steam cleaning and the <br /> Saw Filing Room.AGE believes this actually refers to the ditch west of tie plant. During a site visit <br /> on 18 May 2000,AGE was informed and shown that there was no ditch east of the building and was <br /> informed that water from the steam cleaning area had entered the ditch on the west. Kleinfelder <br /> reported the oil and grease were detected in surface soil, but not at feet bsg; soil was being <br /> removed from the ditch at the time of the Kleinfelder report. PSI reported that metals and chlorinated <br /> hydrocarbons had been detected in soil in the west ditch area. <br /> On 26 June 2000 AGE advanced several borings in the area of the west c itch to assess the presence <br /> of potential contaminants associated with steam cleaning operations.Labe atory analysis ofcollected <br /> soli samples confirmed elevated concentrations of TRPH(characterized a 9 motor oil), formaldehyde <br /> and metals including chromium, lead and zinc. Analytical results of s '1 samples are included in <br /> Table 1.A ground water sample could not be collected in the western ditch/steam cleaning area due <br /> to repeated refusal with the geoprobe. Additional soil samples and a grab ground water sample are <br /> needed in the area to complete the assessment of TPH-mo and metals in the area. <br /> 2.2. LEACH FIELDS <br /> Kleinfelder's 15 June 1987 Work Plan-Phase Illnvestigation for the subject site proposed a boring <br /> to test soil for pentachlorophenol/tetrachlorophenol (PCP/TCP), total petroleum hydrocarbons <br /> (TPH), formaldehyde, lead, zinc and chromium in the septic tank leach field northeast of the Finger <br /> Joint Building. AGE infers that the leach field described is the leach field currently in use northeast <br /> of the Maintenance building,which is also northeast of the Finger Joint building(approximately 550 <br /> feet away), but much closer to the former(approximately 50 feet away). <br /> On 26 June 2000,AGE advanced three soil probe borings to assess contamination in this area. Due <br /> to soil conditions encountered at the site,the borings were terminated before reaching groundwater. <br /> However, soil samples were collected as deep as 35 feet bsg. Laboratory analysis of soil samples <br /> confirmed the presence of low concentrations of TRPH (characterized as motor oil) and <br /> formaldehyde in the vicinity of the septic tank; the leach field location was not determined. <br /> Analytical results of soil samples are provided in Table 1. <br /> A second septic leach field lies west of the Millwork building, approximately 1,400 feet north of the <br /> septic leach field described above. This leach field does not appearto be referred to in the <br /> Kleinfelder documents. AGE advanced two soil probe borings on 26 June 2000 to assess <br /> contamination in this septic leach field area. Laboratory analysis of soil and grab ground water <br /> samples confirmed slightly elevated concentrations of TRPH (characterized as motor oil), and <br /> formaldehyde. Analytical results of soil and grab groundwater samples arse provided in Tables 1 and <br /> 2, respectively. <br /> Advonced Cc Environmental,Im. <br />
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