My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001785
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
35
>
3500 - Local Oversight Program
>
PR0544475
>
ARCHIVED REPORTS XR0001785
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2019 3:33:09 PM
Creation date
5/17/2019 3:28:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001785
RECORD_ID
PR0544475
PE
3528
FACILITY_ID
FA0003602
FACILITY_NAME
TESORO (SHELL) 68151
STREET_NUMBER
35
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04318003
CURRENT_STATUS
02
SITE_LOCATION
35 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
74
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
SUBSURFACE INVESTIGATION REPORT <br /> BEACON STATION NO. 502 <br /> 35 NORTH CHEROKEE LANE <br /> LODI, CALIFORNIA <br /> DELTA PROJECT NO. 40-92-813 <br /> 1 <br /> 1.0 INTRODUCTION <br />' Delta Environmental Consultants, Inc. (Delta), was authorized by Ultramar Inc. (Ultramar) to conduct <br /> an investigation of soil conditions at Beacon Station No. 502, located at 35 North Cherokee Lane, Lodi, <br /> San Joaquin County, California (Figure 1). The investigation was intended to confirm remediation of <br /> petroleum hydrocarbons in the soil beneath the site, and was performed in accordance with the <br />' Proposed Closure Plan, dated January 8, 1993, and prepared by Delta. This report presents the results <br /> of our findings. <br /> 2.0 SITE BACKGROUND INFORMATION <br /> The presence of petroleum hydrocarbons in soil beneath the site was detected during lining of <br /> underground fuel storage tanks in 1987. Since that time, investigative activities at the site have included <br /> the installation of five ground water monitoring wells, measurement of water table elevations in the wells <br /> to determine ground water flow direction, and sampling of the wells to evaluate ground water quality. <br /> Remedial activities have included the installation of a soil vapor extraction system, which has been in <br /> operation at the site since 1989. The system applies a vacuum to two of the ground water monitoring <br /> wells and four vapor extraction wells: Site facilities are illustrated in Figure 2. <br />' 3.0 FIELD INVESTIGATION <br /> On April 29, 1993, three soil borings were advanced to a depth of 50 feet below grade in the vicinity of <br /> the underground fuel storage tank location. Soil boring SB-1 was drilled at an angle of 35° from vertical <br />' in order to collect soil samples from below the underground fuel storage tanks. Soil borings SB-2 and <br /> SB-3 were drilled adjacent to the underground fuel storage tank location to the south and north, <br />' respectively. Methods used to drill and sample the soil borings are described in Appendix A. Locations <br /> of the soil borings are shown in Figure 2. <br /> Soil samples were collected from each boring at 5-foot vertical intervals and were field-analyzed for the <br /> presence of organic vapors with a photoionization detector (PID). Native soils encountered were <br /> } generally sand or silty sand from the surface to depths of 14 to 22 feet, silt, sandy clay, or clayey sand <br /> RPT 103.S]H <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.