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PR0522015
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Last modified
2/6/2019 10:00:09 AM
Creation date
2/6/2019 9:57:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522015
PE
2950
FACILITY_ID
FA0015207
FACILITY_NAME
SJC MOSQUITO & VECTOR CONTROL DIST
STREET_NUMBER
200
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905031
CURRENT_STATUS
01
SITE_LOCATION
200 N BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SOIL-GAS INVESTIGATION WORKPLAN <br /> 200 North Beckman Road <br /> Lodi, San Joaquin County, California <br /> 1.0 INTRODUCTION <br /> This Workplan has been prepared by ALFA Environmental Remediation Services, <br /> Inc. (ALFA) on behalf of Mr. Jason Desalvatore. <br /> Three exploratory soil borings were drilled on June 19, 2015 to determine if any <br /> hydraulic oil and/or PCBs exist in the hydraulic lift area or in the former vehicle <br /> service area. <br /> Two soil-gas borings will be drilled, samples collected and analyzed to determine if <br /> any Volatile Organic Compounds (VOCs) exist in the former vehicle service area <br /> where PCE solvents were likely used. <br /> Prior to conducting field activities, a Health and Safety Plan (HASP) will be prepared <br /> for the proposed field sampling activities. Prior to conducting field activities, <br /> Woodward Drilling Co., Inc. (Woodward) will conduct a site visit to mark the direct- <br /> push sampling locations as required by Underground Service Alert for underground <br /> utility identification. Prior to conducting field activities, a drilling permit will be <br /> obtained from the San Joaquin County. <br /> TASK 1 - SOIL SAMPLING - COMPLETED ON JUNE 19, 2015 <br /> The soil boring locations and their designations are presented on the attached <br /> Figure. <br /> On June 19, 2015, borings were advanced using Geoprobe°/Hydro-punch direct <br /> push equipment. All samples were logged by a California-Registered Professional <br /> Geologist (PG #7503) using the Unified Soil Classification System (USCS) per <br /> American Society for Testing and Material (ASTM) method D-2488. A 2-3/8-inch <br /> diameter dual-tube sampling rod was hydraulically advanced to collect continuous <br /> in-situ soil samples. The sample rod, with a clear polyvinyl chloride (PVC) liner <br /> • • <br />
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