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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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2900 - Site Mitigation Program
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PR0537701
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Entry Properties
Last modified
2/6/2019 3:26:01 PM
Creation date
2/6/2019 3:15:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0537701
PE
2950
FACILITY_ID
FA0021725
FACILITY_NAME
SJCPW - BENJAMIN HOLT
STREET_NUMBER
0
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
ROW
CURRENT_STATUS
01
SITE_LOCATION
800 W BENJAMIN HOLT DR
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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t\iCLE/NFELOER <br /> 2 BACKGROUND PURPOSE <br /> SJCPW forwarded comments and information/data from Mr. Joe Niland of Geosyntec, who is <br /> reported to Kleinfelder as an appointed trustee for Lincoln Center for current environmental <br /> remediation work. Mr. Niland provided several figures depicting soil and soil vapor (SV) <br /> sampling locations, analytical results and a SV extraction system layout diagram (see Appendix <br /> E). These diagrams included color coded illustrations (Figure 11 and 18) which included the <br /> "Distribution of Highest Detected, Concentration of PCE [tetrachloroethene] in Soil Vapor, 0-5 <br /> feet Below Ground Surface (bgs]," and WE and Hazardous Substances Detected in Soil <br /> Samples and Soil-Vapor Plume, (5-16 ft bgs)," respectively. <br /> Based on this information and additional background data researched by Kleinfelder <br /> summarized in Section 3, Kleinfelder proposed advancement of approximately nine probes <br /> down the centerline of Benjamin Holt Drive in the project area with 50 foot spacing between <br /> approximate Station 15+00 to 17+00, and with 150 foot spacing through the remainder of the <br /> alignment to approximate Station 24+00 (near Pacific Avenue, see Plate 2). The total probing <br /> depth was proposed at 6 feet bgs which is below the estimated depth of the proposed storm <br /> drain of 4'/z feet. Based on background information, Kleinfelder expected groundwater to be <br /> approximately 25 to 30 feet bgs; therefore, we did not anticipate encountering groundwater at <br /> the proposed total assessment depth of 6 feet. <br /> This fieldwork was proposed to evaluate petroleum constituents and VOCs in shallow soil along <br /> the proposed storm drain alignment. The VOC suite proposed included the primary contaminant <br /> tetrachloroethylene (PCE) usually associated with dry cleaning operations. <br /> Based on an email addressed to Ms. Nguyentan, dated February 15, 2013, Mr. Niland had also <br /> reviewed Kleinfelder's proposal/scope of work and commented that the "general frequency of <br /> the sample collection proposed in the area impacted historically by dry cleaner operations <br /> associated with Lincoln Center (dry cleaner area) seems adequate." Mr. Niland also suggested <br /> use of an "En Core TM sampler or similar device, in order to obtain accurate results," as relevant <br /> to VOCs. An En Core TM sampling device was developed specifically for collection of soil <br /> samples primarily for VOC analyses and collects relatively small volumes of soil in a sealed <br /> composite polymer sampler using an "airtight sealing cap," and an internal O-ring seal. Based <br /> 133385.4//ST013R0698 Page 2 of 12 January 7,2014 <br /> Copyright 2014 Kleinfelder <br />
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