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ARCHIVED REPORTS_XR0003147
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PR0545309
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ARCHIVED REPORTS_XR0003147
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Last modified
2/11/2020 10:16:25 AM
Creation date
2/11/2020 9:16:47 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003147
RECORD_ID
PR0545309
PE
3528
FACILITY_ID
FA0010339
FACILITY_NAME
H&H ENGINEERING CONST INC
STREET_NUMBER
212
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206-3920
APN
17728019
CURRENT_STATUS
02
SITE_LOCATION
212 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Ms Vicky McCartney <br /> Page 2 of 3 <br /> • <br /> requesting further gtoundwater sampling to confirm the trend of declining concentrations and asked <br /> that the potential for vapor intrusion into existing onsite buildings be evaluated <br /> APPROACH <br /> As an initial screening evaluation, existing concentrations of contaminants in groundwater were <br /> compared to the default(Tier 1) Environmental Screening Levels (ESLs) published by RWQCB in the <br /> document entitled Screening foi Environmental Concerns at Sates 1vith Contaminated Soil and <br /> Gi oundwater—Inter im Final(CA Regional Water Quality Control Board, San Francisco Bay Region, <br /> February 2005) The exposure and physico-chemical parameters used in the document and the <br /> methodology of quantifying risk are consistent ..,th current U S EPA Guidelines, and essentially <br /> equivalent to procedures outlined in the Prelnninai3, Endangeinient Assessment Manual (DTSC, <br /> 1994) and the California Hinman Health Screening Levels published in December 2004 by the CA <br /> Office of Health Hazard Assessment(OEHHA) <br /> The ESLs for human exposure are maximum contaminant concentrations in groundwater that would <br /> not be expected to create a significant risk to individuals occupying the contaminated property The <br /> ESLs were calculated using conservative default hydrogeological and exposure parameters and are <br /> presented in the document both for unrestricted Iand use (residential) and for commercial/industrtal <br /> property use The published ESLs for vapor intrusion were calculated by the Johnson and Ettinger <br /> equations in use by the US EPA and other regulatory agencies and are intentionally very conservative <br /> ('maximizing predicted risk) <br /> i� <br /> If the contaminant concentrations at a site do not exceed the Trei 1 ESLs no further evaluation is <br /> warranted to quantify risk <br /> CONTAMINANTS OF CONCERN, REPRESENTATIVE CONCENTRATIONS AND <br /> COMPARISON WITH TIER I ESLs <br /> Residual Contaminants in Groundwater <br /> Based upon the lack of detectable concentrations of toluene, ethylbenzene and xylenes during the last <br /> four sampling events, only benzene and TPHg were evaluated as contaminants of concern The <br /> concentrations used in the evaluation were the inean of the last four sampling events in samples <br /> collected from monitoirng wells MW1 and MW3 In calculating the mean, non-detectable results were <br /> treated as positive results at the detection limit concentration The contaminant concentrations in <br /> groundwater are compared with the Tier 1 ESLs below <br /> TIER I Residential TIER I Commercial <br /> COC Representative Cone Screenin Level' Exceeded) Screening Level' Exceeded� <br /> Benzene 44 parts per billion(ppb) 1,900 ppb NO 6,400 ppb NO I <br /> TPHg 61 ppb — NO* -- NO* <br /> Notes j <br /> Table E-I a,Gi oitndii ater Screening Lcilels for Evaluation of Potential Vapor Inas uvion Concerns � <br /> * ESLs for TPHg not included in Table E-1 a,use of soil gas reconiniended,see discussion below <br /> i <br /> 0 1GROUNDZE W L11ti51,W1RSLGWTxi doe <br />
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