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2900 - Site Mitigation Program
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PR0519160
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Last modified
12/10/2019 9:33:38 AM
Creation date
12/10/2019 9:26:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0519160
PE
2950
FACILITY_ID
FA0014329
FACILITY_NAME
DEL MONTE CAR WASH
STREET_NUMBER
110
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 FILBERT ST
QC Status
Approved
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h� KLEINFELDER <br /> 4 INVESTIGATIVE ACTIVITES <br /> 4.1 PERMITTING AND PRE-FIELD ACTIVITIES <br /> It has been Kleinfelder's experience that this workplan contains sufficient detail and information to <br /> be submitted to San Joaquin County Environmental Health Department (EHD) to review and <br /> approve a boring/well permit. Kleinfelder can prepare a boring permit application, and a <br /> proposed boring location map for submittal along with this workplan to EHD. Additionally, the <br /> permit must be approved prior to advancing the borings. Following obtaining approval from the € <br /> EHD, Kleinfelder will commence with the actual assessment. Please note that Kleinfelder can j <br /> not commence with the actual field work until the proposed scope of work and the EHD permit <br /> have been approved. Additionally, EHD will bill Del Monte Foods for their time spent on the <br /> project. <br /> The Geoprobe subcontractor will contact Underground Service Alert 48 hours prior to <br /> conducting fieldwork to notify local utilities of our proposed subsurface assessment. <br /> 4.2 SOIL SAMPLING & ANALYSIS <br /> The Geoprobe investigation will be focused on the former car wash facility located near the C <br /> eastern portion of the Disco site. The investigation will be a limited soil assessment of the soils <br /> directly below the footprint of the former car wash. <br /> The soil probes will be advanced using a truck mounted Geoprobe rig. The Geoprobe utilizes a <br /> pneumatically driven stainless steel push probe assembly for the advancement of the borehole. <br /> Soil samples will be collected at approximately 1 foot, 5 feet, 10, 15, 20, and 25 feet bgs. The <br /> soil samples will be field screened with a photoionization detector(PID). <br /> Kleinfelder proposes to advance a total of three (3) soil probes to a maximum depth of <br /> approximately 25 feet below the ground surface (bsg). The 3 probes will be advanced within the <br /> former car wash facilities footprint and spaced equally apart from each other. Please see the <br /> attached map showing the proposed sample locations (Plate 2). <br /> While sampling, an experienced environmental engineer/geologist will classify the subsurface <br /> soils generated by the advancing push probe. During the advancement of the boring, soil samples <br /> will be collected at four foot intervals for lithologic classification and qualitative field screening. <br /> Lithologic classification will be based on the Unified Soil Classification System (USCS). <br /> Soil samples will be collected by cutting out the desired interval from a continuous core interval <br /> (successive 4 foot acetate liners) and sealing the ends with Teflon sheeting and tight fitting <br /> plastic caps. Each sample will be individually labeled and placed in an iced cooler pending <br /> 12255.CW I/ST02R980 Page 5 of 11 <br /> Copyright 2002,Kleinfelder,Inc. <br /> December 18,2002 <br />
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