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PR0508385
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Last modified
7/10/2020 4:32:41 PM
Creation date
7/10/2020 2:31:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0508385
PE
2950
FACILITY_ID
FA0008050
FACILITY_NAME
DENTAL OFFICE
STREET_NUMBER
1108
Direction
W
STREET_NAME
TOKAY
STREET_TYPE
ST
City
LODI
Zip
95240
APN
03321014
CURRENT_STATUS
01
SITE_LOCATION
1108 W TOKAY ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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01/22/1999 10:32 9167379298 LUSH CEOSCIENCES INC PACE 03 <br /> Site Investigation Work Plan January 22, 1999 <br /> 1108 West.Tokay Street Lodi,California <br /> Soil Boring <br /> We believe the best means for quickly and inexpensively assessing soil contamination <br /> during the early phase of this work would involve the use of drive-point sampling techniques. <br /> This is a quick and cost-effective way of collecting undisturbed soil and groundwater samples as <br /> required. The other advantage of this is that there will be no drill cuttings left on site. The <br /> penetrations are made using a hydraulically driven or hammer-driven steel probe. Samples arse <br /> collected by withdrawing the probe and driving a 2-in outer diameter split-spoon sampler into <br /> undisturbed soil at the base of the boring. Samples are collected in 1.5-in diameter,clean brass <br /> sleeves mounted in the sampler. <br /> Soil samples will be eoilected at maximum 5-11 intervals and at lithologi.c contacts in the <br /> borings using a split-spoon sampler fitted with clean brass sleeves. Soil samples designated for <br /> possible laboratory analysis will be sealed, labeled, entered onto a chain of custody record,and <br /> placed in iced storage. A photoionizing organic vapor meter(OVM)will be used during <br /> sampling to detect potential hydrocarbon concentrations in the soil samples. Each penetration <br /> will be backfilled with a neat cement/bentonite powder grout. <br /> A groundwater sample will be collected from the boring by inserting a I-in diameter <br /> slotted temporary PVC casing into the boring approximately 3 to 5 fit below the groundwater <br /> surface. Groundwater is then purged from the casing using a bailer or surface pumps and a <br /> sample collected for analysis. Sample water will be collected in 40-m1 glass vials, 1-liter glass <br /> bottles,and 500-m1 plastic bottles for the required analyses. <br /> After exploration using the drive-point sampling techniques and evaluation of field and <br /> laboratory data, site data(boring logs,analytical reports)will be summarized and <br /> recommendations will be presented in a report. <br /> QUALIFICATIONS AND EXPERIENCE <br /> Lush Geosciences,Inc.and its Principal Geologist,Andrew Lush,has extensive <br /> experience across a wide range of projects. Relevant experience includes development of <br /> groundwater and vadose-zone monitoring programs and mitigation of subsurface contamination <br /> for a wide variety of contaminated sites including service stations,landfills,refineries,bulk fuel <br /> storage plants,agricultural sites,and industrial facilities;,groundwater sampling and sample <br /> analyses for Solid Waste Assessment Tests for landfills. Our personnel are very familiar with the <br /> geologic setting of the site through extensive work in the Sacramento and San Joaquin Valleys. <br /> $45-001 -2- <br />
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