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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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AOC Work Plans <br /> 4.7 Asphalt Rubble Area <br /> Site Summary <br /> The Asphalt Rubble Area is located in the northeast comer of the Site(Pla a 4.7) and was identified <br /> as an AOC by the DTSC during the February 9, 2005,meeting because it as erroneously <br /> communicated to them that this area received asphalt debris from offsite sources. Based on recent <br /> communications with AMMC personnel,this was a low area of the Site where facility personnel <br /> spread rubble from past construction and excavation operations. AMMC is in the processing of <br /> contacting asphalt batch plants to determine if they will accept the rubble. Once an acceptable <br /> facility is identified,AMMC will scrape off the rubble(including the top approximately 3 to 6 <br /> inches of soil)for reuse in road beds by the asphalt batch plant. <br /> Previous Investigations <br /> No previous investigations have been performed in the Asphalt Rubble Ar a. <br /> Data Gaps <br /> Due to the unknown nature of the rubble,it is speculated,that it could coni am PAH and TPH <br /> compounds. Soil samples should be collected from native soil below the mbble and analyzed to <br /> assess potential PAH and TPH impacts to soil. <br /> Field Investigation Approach <br /> To evaluate whether residual contamination is present in native soil below the Asphalt Rubble <br /> Area,four near surface soil samples will be collected at depths of approxiately 6-inches bgs at the <br /> locations indicated on Plate 4.7 and analyzed for PAHs,TPHd,and TPH . All samples will be <br /> collected with a drive sampler and 6-inch diameter stainless steel tubes us' g sampling protocols <br /> discussed in the SAP(Appendix A). <br /> Draft <br /> KB61125 workplan-ESC MACTEC Engineering and Consulting, Inc. 51 <br /> September 28,2005 <br />
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