My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
V
>
VICTOR
>
1575
>
2900 - Site Mitigation Program
>
PR0508344
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/10/2020 4:34:00 PM
Creation date
9/10/2020 4:28:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0508344
PE
2950
FACILITY_ID
FA0008042
FACILITY_NAME
JOHN TAYLOR FERTILIZER
STREET_NUMBER
1575
Direction
E
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
1575 E VICTOR RD
P_DISTRICT
004
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.
/
16
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
GeoSyntec Consultants <br /> Geoprobe Soil Sampling <br /> Three, one or two-inch diameter Geoprobe sample locations are shown on the <br /> attached Application for Permit. The maximum depth of the soil samples will not <br /> exceed 15 ft below ground surface (bgs). Vironex will be the drilling contractor (C-57 <br /> License No. 705927). <br /> The soil samples will be collected using a Geoprobe. The Geoprobe system <br /> works by pushing either 1-in. or 2-in. diameter, hollow rods into the subsurface <br /> collecting either 2-ft cores (for the 1-in. diameter rods) or 4-ft cores (for the 2-in. <br /> diameter rods). The soil samples themselves are collected in plastic sleeves in the <br /> Geoprobe rods. GeoSyntec Consultants (GeoSyntec) will provide oversight of the <br /> Geoprobe operations. Soil samples will be logged for stratigraphic information. <br /> Sampling equipment)a4 will be thoroughly cleaned before each use. Sample <br /> tubes will be sealed with Teflon sheeting and plastics caps and placed in a chilled cooler <br /> for transport to the analytical laboratory. Soil cuttings are not expected to be generated. <br /> After reaching total depth in each boring, cement and bentonite grout consisting <br /> of Type I/II Portland cement and approximately 3% to 5% bentonite will be tremmied <br /> through the Geoprobe rods from the bottom to the ground surface in a continuous <br /> motion. The county grout inspector will be notified of work at least 48 hours prior to <br /> grouting. <br /> WR0203\LOD\Work Plan 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.