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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Entry Properties
Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i . k%§ KLEINFFLDER <br /> �a <br /> ' - 3 FIELD ACI'IVITIES <br /> To assess the potential presence of petroleum hydrocarbons in the ground water beneath <br /> i <br /> the site, three soil borings were drilled, converted into monitoring wells, and subsequently <br /> developed and sampled. The well locations were triangulated around the site based on <br /> r ' held conditions, access, and the anticipated ground water flow direction. Meinfelder's field <br /> r.y procedures for the assessment are presented in Appendix B. <br /> ra <br /> 3.1 DRILLING AND SOIL SAMPLING <br /> On February 8 and 15, 199i, three soil borings (B-19 through B-12), were drilled in the <br /> vicinity of the tank excavation at 1045 West Charter Way in Stockton, California(Plate 3). <br /> The borings were advanced using a truck-mounted drill rig equipped with 8-inch holle.4 <br /> 4.a <br /> stern augers to depths ranging from approximately 50 to 53 feet. Kleinfelder's field <br /> procedures for drilling and sampling are provided in Appendix B. A copy of the drilling <br /> ' pe.mit is provided in Appendix C. <br /> Soil samples were collected at 5-foot intervals from the ground surface to the total depth of <br /> the borings. During sample collection, an experienced environmental geologist classified <br /> the subsurface soil and logged the boreholes. A copy of the Unified Soil Classification <br /> System used to classify the soil and a log key are provided in Appendix A (Plate A-1). <br /> E Descriptions of the soil encountered in each boring and identification of the sampling <br /> ;g. <br /> intervals are presented in Appendix A (Log of Borings, Plates A-2 through A-4). <br /> Generally, the soils encountered beneath the site were silty sand from ground Surface to <br /> approximately 35 feet, and fine to medium grained sand with some silt or clay from <br /> approximately 35 feet to the total depth of each boring. The soil was generally moist. <br /> ». Ground water wa:encountered in the borings at approximately 35 to 38 feet. <br /> 3.2 QUALITATIVE FIELD SCREENING <br /> To provide a qualitative indication of the presence of volatile organic constituents in tl', <br /> ,,oil and to monitor the constituent concentrzitions in the breathing zone, a portable organic <br /> vapor analyzer (OVA) was used to screen the samples in the field. A Foxboro flame- <br /> ionization detector (FID) and a photovac photo-ionization detector (PID) was used to <br /> F18.9i-62 3 <br /> Copyright 1991 Kleinfelder, Inc. <br />
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