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2900 - Site Mitigation Program
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PR0508168
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Last modified
5/26/2021 1:05:32 PM
Creation date
5/26/2021 10:33:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508168
PE
2950
FACILITY_ID
FA0007971
FACILITY_NAME
KARLSON TRUCKING (FORMER)
STREET_NUMBER
9909
Direction
E
STREET_NAME
WOODWARD
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
9909 E WOODWARD AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Work Plan—Soil Boring Installation Page 3 <br /> Russell Property <br /> Project 191.2 <br /> December 13,2000 <br /> 2.0 PROPOSED INVESTIGATION <br /> The purpose of conducting this work is to define the extreme lateral limit of detectable <br /> hydrocarbon contamination associated with this plume. Geo-Phase Environmental Inc. <br /> proposes to install two Geo-Probe soil borings to collect soil and groundwater samples from <br /> the suspected distal periphery of the groundwater plume. One boring will be situated near the <br /> suspected extreme down-gradient position, and the other boring will be located southwest of <br /> the distal end of the plume. Soil and groundwater samples will be collected at discrete <br /> intervals in both borings, and the samples will be submitted for analytical testing for the <br /> possible presence of diesel range petroleum hydrocarbons. <br /> 2.1 Field Work <br /> The field work associated with this work plan will consist of mobilizing to the site with a <br /> Geo-Probe drilling rig and advancing two soil borings at designated locations for the purpose <br /> of obtaining soil and groundwater samples. <br /> 2.1.1 Geo-Probe Soil Borings <br /> A group of two Geo-Probe soil borings will be advanced about 10 feet into the saturated zone <br /> to an anticipated depth of 20 feet below grade. We assume that groundwater will be <br /> encountered at±9-11 feet below grade. These borings will be located as follows: <br /> • SB-13 to be located northwest of MW-6 to determine the distal extent of the groundwater <br /> plume, <br /> • SB-14 to be located southwest of MW- to define the southwesterly limit of the distal end <br /> of the plume. <br /> Both soil and groundwater samples will be collected from three discrete points in each <br /> boring. The sample points will be located (as nearly as possible) at the capillary fringe, from <br /> 4 to 5 feet below first water, and from about 10 feet beneath first water(est. +20'). <br /> The soil borings will be drilled using 1.5" outside diameter Geo-Probe drilling equipment <br /> owned and operated by V & W Drilling (C-57 License #720904). Both borings will be <br /> advanced to a total depth of about 20 feet below grade. Upon reaching total depth in each <br /> boring and collecting a final soil and groundwater sample, the boring will be filled to grade <br /> with neat cement. <br /> The Geo-Probe is a truck mounted drilling system that uses direct push methodology to <br /> collect soil and groundwater samples. Four foot long by 1.5 inch diameter stainless steel rods <br /> are pushed or hammered into the ground using a hydraulic ram or the hydraulically actuated <br /> hammer mounted on the ram. Soil samples are collected using a 1.5 foot long by 1.5 inch <br /> inside diameter drive sampler lined with a plastic sample sleeve. This device is activated by <br /> 2937 Veneman Avenue,Suite B240 Geo-Phase Environmental Inc. Phone: (209)569-0293 <br /> Modesto,Ca 95356 Fax: (209)569-0295 <br />
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