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2900 - Site Mitigation Program
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PR0545756
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Last modified
5/21/2020 2:57:28 PM
Creation date
5/21/2020 2:51:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545756
PE
2960
FACILITY_ID
FA0025903
FACILITY_NAME
APACHE PLASTICS
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
153130030
CURRENT_STATUS
01
SITE_LOCATION
2050 E FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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30 June 2017 <br /> AGE Project No.07-1529 <br /> Risk Assessment Work Plan Page 2 of 6 <br /> APACHE PLASTICS(Former) <br /> 2050 East Fremont Street,Stockton,California • Report preparation. <br /> Each of these tasks are discussed below in detail. <br /> 1.0. INTRODUCTION <br /> At the request of Mr. Bill Stoermer of Fremont Plaza Investments, Advanced 2.1. PERMITTING AND PRE-FIELD WORK PREPARATIONS <br /> GeoEnvironmental, Inc. (AGE) has prepared this Risk Assessment Work Plan,for the <br /> property located at 2050 East Fremont Street, Stockton,California(site).The scope of Applicable site assessment permits will be obtained from the San Joaquin County <br /> work includes the advancement of two(2)soil borings for installation of semi-permanent Environmental Health Department(EHD). Encroachment and revocable permits will be <br /> soil-vapor wells and for collection of shallow soil and soil-vapor samples to evaluate the obtained through the City of Stockton. In addition,a site specific health and safety plan <br /> risk to human health due to dermal contact and vapor intrusion to indoor air at the site. will be prepared in accordance with Occupational Safety and Health Guidance Manual <br /> The work plan provides a description of the scope of work and procedures to be used for for Hazardous Waste Site Activities(National Institute for Occupational Safety and Health <br /> soil boring advancement, soil-vapor well installation, and soil and soil-vapor sample Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> collection and analysis. The site and surrounding area are illustrated in Figure 1. Prior to mobilization, each soil boring will be clearly marked and a utility clearance <br /> Structures, soil borings, well locations, and proposed soil and soil-vapor sampling obtained through Underground Service Alert.The EH will be contacted at least 48 hours <br /> locations are illustrated in Figure 2.Site background information can be found in the AGE- prior to conducting any field work. <br /> prepared,Corrective Action Plan(CAP)dated 10 June 2014 and Groundwater Monitoring <br /> Report—Second Quarter 2017 dated 24 August 2016. <br /> 2.2. SOIL BORING AND SAMPLING <br /> This work plan was prepared as directed by Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) letter dated, 19 May 2017 (Appendix A), and in accordance with AGE proposes to advance a total of two(2)soil borings utilizing a 3-inch diameter hand <br /> guidelines issued by the California Regional Water Quality Control Board(CRWQCB)for auger to install soil-vapor wells and collect shallow soil and soil-vapor samples at the site <br /> investigation of underground storage tank(UST)sites.Additionally, the work plan has (Figure 2). A description of proposed soil boring locations, sampling and technical <br /> been prepared in accordance with California Environmental Protection Agency (EPA) justification are provided below: <br /> Department of Toxic Substances Control(DTSC), Los Angeles Regional Water Quality <br /> Control Board,San Francisco Regional Water Quality Control Board,Advisory Active Soil One(1)soil boring will be advanced to a total depth of 6.0 feet below surface grade <br /> Gas Investigations,dated July 2015. (bsg)adjacent to the former UST area/source area and well VEW-1,the area with <br /> the historically highest petroleum hydrocarbon impact to shallow soil(Table 1),to <br /> evaluate direct contact and the potential threat for petroleum hydrocarbon soil- <br /> 2.0. SCOPE OF WORK vapor intrusion to the site building;and <br /> Based on data collected during previous investigations,CVRWQCB staff has directed the One(1)soil boring will be advanced to a total depth of 6.0 feet bsg between wells <br /> preparation of a work plan to assess the risk to human health due to dermal contact and EW-1 and VEW-2,the wells with the highest dissolved benzene concentrations <br /> vapor intrusion to indoor air.Currently,site data does not meet the Low-Threat UST Case (Table 2), to evaluate direct contact and the potential threat for petroleum <br /> Closure Policy(LTCP) media specific criteria for Direct Contact and Petroleum Vapor hydrocarbon soil-vapor intrusion to the site building. <br /> Intrusion to Indoor Air. The scope of work to assess risk to human health and collect <br /> sufficient data to satisfy the LTCP criteria will involve the following tasks: <br /> 2.3. LABORATORY ANALYSIS <br /> • Permitting and pre-field work activities; <br /> Advancement of soil borings for installation of soil-vapor wells and collection of soil Soil samples will be collected at 5 feet bsg and will be analyzed by a California <br /> • Department of Public Health(CDPH)-certified laboratory for the following constituents: <br /> and soil-vapor samples; <br /> • Sample analysis;and Total petroleum hydrocarbons quantified as gasoline(TPH-g)in accordance with <br /> EPA Method 8015M; <br /> A,hm ,dGwE,v1m ental Inc. Ads cedGmEnvimnment•1 Inc. <br />
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