My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1145
>
2900 - Site Mitigation Program
>
PR0009298
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 4:57:52 PM
Creation date
3/6/2019 3:16:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009298
PE
2960
FACILITY_ID
FA0004672
FACILITY_NAME
INDEPENDENT TRUCKING
STREET_NUMBER
1145
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323012
CURRENT_STATUS
01
SITE_LOCATION
1145 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
47
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
2.0 INTRODUCTION <br /> SOIL BORING PLAN <br /> Del Tech Geotechnical Support (DEL TECH) has been retained by Independent Trucking to <br /> prepare and implement this workplan. This workplan is a supplement to the previous exploratory <br /> work that has been conducted at the site located at 1145 West Charter Way, Stockton, California. <br /> 2.1 Proposed Investigative Actions <br /> This workplan is being presented as a step towards the goal of achieving the extent of the soil <br /> contamination present at the site. Specifically, this workplan addresses the installation of three <br /> soil borings that will be drilled with a hollow stem drill rig in the immediate area north and south <br /> of the septic tanks location. Additionally there will be two hand borings completed to <br /> approximately 20 feet in the center of the excavated area and a angular boring along the building <br /> were the tank resides. Upon reviewing the previous activities completed, it became evident that <br /> these borings are needed to define the extent of the soil contamination and to determine the <br /> feasibility of an excavation for site cleanup. There is currently no geologic or chemical data on <br /> the areas to the west side of the tank. The proposed deep borings are to determine the extent of <br /> soils contamination if any and the geology of the subsurface that is present on the west side of <br /> the tank. The overall depth of these borings is expected to be about 35 feet or to the capillary <br /> fringe. In addition, we are also proposing the completion of at least two shallow hand borings <br /> one of them (15 feet) to the west of the tank and another one along the building at a 45 degree <br /> angle to determine if product has migrated under the adjacent building. These borings will be <br /> completed with hand augers to the maximum depth possible. <br /> 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.