My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
13880
>
2900 - Site Mitigation Program
>
PR0508216
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/24/2020 3:23:30 PM
Creation date
1/24/2020 3:18:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508216
PE
2960
FACILITY_ID
FA0007997
FACILITY_NAME
MANSFIELD PROPERTY
STREET_NUMBER
13880
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
20927030
CURRENT_STATUS
02
SITE_LOCATION
13880 W GRANT LINE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
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
GEOMATRIX <br /> Mr. Robert Mihalovich <br /> Chevron Environmental Management Company <br /> June 29, 2000 <br /> Page 2 <br /> utility locator to identify potential underground utilities at the proposed boring locations and <br /> notify Underground Service Alert (USA). A soil boring permit will be obtained from the San <br /> Joaquin County Public Health Services, Environmental Health Division. Borings will be <br /> advanced to a depth of 15 feet bgs using a hydraulically driven, direct push core barrel and <br /> drive sampler. Soil recovered from continuous cores will be examined and logged in <br /> accordance with the Unified Soil Classification System (USCS) as presented in the American <br /> Society of Testing and Materials Standard D2488-90. <br /> Geomatrix will collect groundwater samples from these borings. A temporary well consisting <br /> of 1-inch-diameter polyvinyl chloride (PVC)blank casing and 10 feet of 0.01-inch slot well <br /> screen will be placed in the boreholes. The grab groundwater samples will be collected with a <br /> disposable bailer and will be decanted into 40-milliliter acidified volatile organic analysis <br /> (VOA) vials and 1-liter amber bottles. Sample containers will be labeled, sealed in plastic <br /> bags, and stored in an ice-cooled chest. Following collection of groundwater samples, the <br /> casings will be removed and the boreholes will be,backfilled with cement grout. <br /> Geomatrix will submit the groundwater samples to a State of California certified analytical <br /> laboratory under Geomatrix chain-of-custody control. Groundwater samples will be analyzed <br /> for TPHd(C,a to C24 carbon range)using EPA Method 8015 Modified. The laboratory will <br /> perform TPHd analyses both with and without a silica gel preparation procedures on sample <br /> extracts prior to analysis. <br /> Pending subcontractor availability, the proposed field work will be scheduled within two <br /> weeks of RWQCB approval of this work plan and receipt of.an executed access agreement <br /> between CEMC and the new property owner, Mr. William Filios. Appropriate regulatory <br /> agencies will be notified at least 48 hours prior to implementation of field work or if there are <br /> any changes in the schedule. Please call Michael Keim at (510) 663-4107 if you have any <br /> questions. <br /> Sincerely, <br /> GEOMATRIX CONSULTANTS, INC. <br /> .f Ke <br /> �e <br /> Michael R. Keim Gary R. Foote, R.G. <br /> Project Scientist Senior Geologist <br /> MRK/GRF/pp <br /> I:\Doc Safe\6000s\6447.004\Mansfld WP 0600.doc <br /> Attachments: Figure 1 —Site Location Map <br /> Figure 2—Proposed Grab Groundwater Locations <br />
The URL can be used to link to this page
Your browser does not support the video tag.