My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BANTA
>
26501
>
2900 - Site Mitigation Program
>
PR0505092
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 4:57:53 PM
Creation date
2/5/2019 4:48:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505092
PE
2960
FACILITY_ID
FA0006532
FACILITY_NAME
LYOTH LOADING STATION/CHEVRON
STREET_NUMBER
26501
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
26501 S BANTA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
298
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
100 Pine Street, 1 Oth Floor <br /> San Francisco, CA 94111 GEOMATRIX <br /> (4151 434-9400 • FAX (41 51 434-1365 <br /> 11 January 1999 <br /> Project 4002.03 <br /> Ms. Katie Hower <br /> Chevron Pipe Line Company <br /> P.O. Box 6059 <br /> San Ramon, California 94583 <br /> Subject: Excavation Work Plan <br /> Former Lyoth Loading Station <br /> Tracy, California <br /> Dear Ms. Hower: <br /> Geomatrix Consultants Inc. (Geomatrix)has prepared this work plan for excavation oversight <br /> services to be performed by Geomatrix at the subject site(Figure 1) on behalf of Chevron Pipe <br /> Line Company(CPL). Geomatrix advanced ten soil borings at the site on 12 and 13 May 1998 <br /> (Figure 2) and analyzed soil samples collected from these borings for polynuclear aromatic <br /> hydrocarbons (PAHs). PAHs were detected in some soil samples at concentrations which may <br /> not be acceptable for public health(Table 1; field methods,boring logs, and analytical <br /> laboratory reports will be presented in a subsequent Geomatrix report). Based on these results, <br /> Geomatrix will oversee excavation to remove PAH affected soil. <br /> WORKPLAN <br /> Geomatrix will oversee excavation of PAH affected soil to a depth of 5 feet at the <br /> approximate location shown on Figure 2. The excavation will be extended laterally until no <br /> visible staining is observed. Geomatrix estimates that the excavation will be approximately <br /> 35 feet by 45 feet in area and 5 feet deep. Upon completion of the excavation and in <br /> accordance with Geomatrix protocols, Geomatrix will collect approximately five soil samples <br /> from the excavation sidewalls and bottom and submit them to an analytical laboratory for <br /> analyses for PAHs by EPA Method 8270 SIM. If the results of confirmation samples from the <br /> 5-foot-deep excavation indicate that the excavation should be continued because samples are <br /> above health-based criteria, Geomatrix will oversee additional excavation up to 10 feet bgs. <br /> Upon completion of the additional excavation, Geomatrix will collect an additional five soil <br /> samples from the excavation sidewalls and bottom and submit them to an analytical laboratory <br /> for analyses for PAHs. Upon completion of the excavation, the excavation will be backfilled <br /> with imported soil and compacted to grade. All excavated soil will be hauled off site for <br /> disposal at an appropriate landfill. Based on the contractor's (Sturgeon& Sons) estimates,the <br /> work should be completed in a 4-day period. <br /> Geomatrix Consultants, Inc. <br /> Engineers, Geologists, and Environmental Scientists <br />
The URL can be used to link to this page
Your browser does not support the video tag.