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ARCHIVED REPORTS XR0001036
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544236
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ARCHIVED REPORTS XR0001036
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Entry Properties
Last modified
3/6/2019 6:12:20 PM
Creation date
3/6/2019 4:14:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001036
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
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EHD - Public
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C�eoCo�uaC'Technws Inc • Page 2 <br /> Geo Corp-WP Addendum#2 <br /> Project 507 2 <br /> July 8, 1998 <br /> • <br /> 2.3 Additional Deep Soil Boring <br /> In an effort to define the vertical extent of gasoline range petroleum hydrocarbons beneath <br /> the site, we propose to advance one deep soil boring The boring will be drilled using an <br /> 8 25-inch outside diameter continuous flight hollow stem auger owned and operated by <br /> V&W Drilling (C574 720904) It is proposed to drill the borehole to a depth past the last <br /> contamination detected by field methods <br /> The borehole will be located adjacent to the former UST pit <br /> Soil boring permits will be secured as necessary and the local regulatory agency will be <br /> notified 48 hours prior to commencing work The subsurface will be cleared of underground <br /> utilities by notifying Underground Service Alert <br /> 2.3.1 Soil Sampling Procedure <br /> i <br /> Soil samples will be collected for geological and analytical evaluation at five-foot intervals <br /> Soil and pore water samples will be collected from four intervals with a SrmulProbe <br /> sampling tool The first interval will be approximately 5 feet below the current water table <br /> The procedure for SrmulProbe use is presented below <br /> A professional geologist working under the supervision of a registered geologist will <br /> maintain a boring log providing sediment description using the U S C S and field <br />� . observations Soil samples will be collected in 6 0-inch brass liners using a 2 0-inch <br /> modified California split spoon sampler All soil samples will be sealed with Teflon foil, <br /> capped with end caps, labeled and placed in a cooler at 4° Celsius for transport to the <br /> laboratory following Chairs of Custody protocol <br /> Because every soil sample collected will not be submitted for laboratory analysis, a screening <br /> process will be used to gather additional information The screening will include <br /> a Field observation noting sediment type, especially grain size and clay content <br /> ® Moisture content <br /> 6 Visible evidence of contamination, i e , color change due to reduction of iron or <br /> discoloration from hydrocarbons and other pollutants <br /> • Readings above background on a organic vapor meter(OVM) <br /> The OVM is a portable photo ionization detector that uses a 10 0 eV lamp to detect <br /> compounds with ionization potential below 10 0 eV (hydrocarbon range) <br /> 2.3.2 - Soil and Soil Pore Water Sample Collection with the SrmulProbe <br />' To provide data as to the vertical extent of contaminants in the aquifer and the mass of <br /> chemical sorbed to the soil grains below the water table, GTI proposes to collect SrmulProbe <br />' samples at four intervals in SB-101 The exact depth interval from which these samples will <br /> be collected will be determined in the field The goal is to collect representative samples <br /> from both the fine grained and coarse grained units encountered <br />' The SrmulProbe allows a soil sample to be collected at the exact interval from which the <br /> water or soil gas sample is collected thus providing correlative information on the sorbed <br /> I <br />
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