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ARCHIVED REPORTS XR0012566
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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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y'�� � - _"" v.G..�. -...� �. _ ..l ��, q 3viii.-1.'-a. �' •. <br /> d. <br /> WN;M <br /> ,4+ <br /> t%,j XL'vFELDER <br /> w <br /> 3 FIELD,ACTIVITIES <br /> io assess the potential presence of petroleum hydrocarbons in the ground water beneath <br /> the site, three soil borings were drilled, converted into monitoring wells, and subsequently <br /> it <br /> developed and sampled. The well locations were triangulated around the site based on <br /> field conditions,access,and the anticipated ground water flow direction. Kleinfelde:s field <br /> procedures for the assessment are presented in Appendix B. <br /> rpt <br /> 3.1 DRILLING AND SOIL SAMPLING <br /> eu <br /> On February 8 and 15, 1991, three soil borings (B-10 through B-12), were drilled in the <br /> vicinity of the tank excavation at 1045 Vilest Charter Way in Stockton, <br /> California (Plate 3). <br /> The borings were advanced using a truck-mounted drill rig equipped with 8-inch hollow <br /> i•, <br /> stern augers to depths ranging from approximately 50 to 53 feet. Kleinfelder's field <br /> rA procedures for drilling and sampling are provided in Appendix: B. A copy of the drilling <br /> ' permit is provided in Appendix C. <br /> 4.a" Soil samples were collected at 5-foot intervals from the ground surface to the total depth of <br /> the borings. During sample collection, an expe,:erced 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 /> f Descriptions of the soil encountered in each boring and identification of the sampling 't <br /> of Borings, Plates A-2 through A-4). <br /> Intervals a�e presented in Appendix A (Lag s g <br /> 1; 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 was 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 the <br /> soil and to monitor the constituent concentrations 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 ph <br /> otovac photo-ionization detector (PID) was used to <br /> 4 <br /> F18-91-62 <br /> Copyright 1.991 K3einfeider, Inc. <br />
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