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PR0545741
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Last modified
6/8/2020 12:38:41 PM
Creation date
6/8/2020 12:31:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545741
PE
3528
FACILITY_ID
FA0006284
FACILITY_NAME
YAMADA BROS INC
STREET_NUMBER
15406
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
18917007
CURRENT_STATUS
02
SITE_LOCATION
15406 S TRACY BLVD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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MONITORING WELL INSTALLATION WORK PLAN <br /> June1998 <br /> Yamada Bros. <br /> 15406 South Tracy Boulevard, Stockton, California <br /> 1.0. INTRODUCTION AND SCOPE OF WORK <br /> In accordance with the request of Mr. Bob Yamada,Advanced GeoEnvironmental, Inc. (AGE) has <br /> prepared this Monitoring Well Installation Work Plan for 15406 South Tracy Boulevard, Stockton, <br /> California. The location of the site is illustrated on Figure I- Location Map. Structures, wells and <br /> former underground storage tank (UST) locations are illustrated on Figure 2 - Site Plan. <br /> This work plan is prepared in accordance with guidelines established by the San Joaquin County <br /> Public Health Services - Environmental Health Division (PHS-EHD) and Central Valley Regional <br /> Water Quality Control Board(CVRWQCB)for the investigation of underground storage tank(UST) <br /> sites. <br /> 2.0. BACKGROUND <br /> It is our understanding that two USTs were removed from the site in July 1991. Low concentrations <br /> of petroleum hydrocarbons were detected in a grab water sample collected from the excavation <br /> following removal of the UST. The PHS-EHD is requiring investigation to determine the extent of <br /> impacted soil and ground water. <br /> 3.0. SCOPE OF WORK <br /> 3.1. DRILLING AND SAMPLING <br /> The scope of work will include the advancement of three soil borings to total depths of <br /> approximately 20 feet below surface grade (bsg), collection of soil samples, and installation of three <br /> 2-inch diameter ground water monitoring wells. Soil borings will be advanced utilizing a truck- <br /> mounted drill rig equipped with 8-inch diameter hollow-stem augers. <br /> Soil samples will be collected at five-foot intervals beginning at a depth of 5 feet bsg, and will be <br /> preserved and placed in a chilled container for transportation to a state-certified laboratory under <br /> chain-of-custody. Soils will be described using the Unified Soil Classification System (USCS). Soil <br /> sample descriptions and PID screening results will be summarized on boring logs prepared for the <br /> final report. <br /> Advanced GeoEnvironmenfal.Inc. <br />
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