My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CENTRAL
>
0
>
2900 - Site Mitigation Program
>
PR0506739
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/27/2019 4:08:37 PM
Creation date
2/27/2019 2:30:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506739
PE
2950
FACILITY_ID
FA0007604
FACILITY_NAME
PROPOSED TRACY MULTIMODAL STA
STREET_NUMBER
0
STREET_NAME
CENTRAL
STREET_TYPE
AVE
City
TRACY
Zip
95376
APN
235-150-16
CURRENT_STATUS
02
SITE_LOCATION
0 CENTRAL AVE
P_LOCATION
03
P_DISTRICT
005
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.
/
13
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
4 <br /> h" KLEINFELDER <br /> File No. 20-4054-01.E01 <br /> May 1, 1997 <br /> Final Geotechnical Investigation Report <br /> We propose to prepare the final geotechnical investigation report by drilling three (3) borings to <br /> depths between 15 and 25 feet below the existing ground surface. Two (2) of the borings will be <br /> drilled within the proposed building footprint and one (1) will be drilled in the parking area. The <br /> borings will be drilled with truck-mounted drilling equipment using hollow-stem augers. The <br /> purpose of our geotechnical investigation will be to evaluate the surface and sub-surface soil <br /> conditions at the site and to provide recommendations for the following items: <br /> • Plot plan and vicinity map showing the approximate locations of site and field <br /> explorations performed for our investigation <br /> • Log of test borings <br /> • Results of laboratory tests <br /> • Recommended type and depth of foundations including maximum allowable soil and <br /> lateral earth pressures <br /> • Recommended support of concrete slab-on-grade floors <br /> • Recommended site preparation and grading <br /> • Recommended pavement sections <br /> An Kleinfelder field engineer or geologist will maintain continuous logs of the soils encountered in <br /> the borings and will obtain samples for visual observation, classification, and laboratory testing. <br /> Laboratory tests will be performed on selected soil samples obtained from the borings in order to <br /> evaluate the moisture, density, strength, gradation, and compressibility characteristics of the <br /> materials encountered. In addition, one bulk soil sample for Resistance-Value(R-Value)testing for <br /> use in pavement sections design will be obtained of the near-surface soils from the approximate <br /> locations of the proposed paved areas. The results of our field explorations, laboratory testing, and <br /> engineering analyses will be summarized in a written report prepared under the guidance of a <br /> registered geotechnical engineer. <br /> In preparing our report, our firm will make use of existing information obtained from previous <br /> projects in the site area for which we have provided services over the last 36 years that Kleinfelder, <br /> Inc. has been in existence. These projects include such diverse projects as the Tracy Auto Plaza, <br /> regional Safeway Distribution Center, West Valley Mall, various projects at Tracy Community <br /> Memorial Hospital, Market Wholesale Warehouse, Leprino Foods, Orchard Supply Hardware <br /> distribution center, Costco Distribution Center, Tracy Outlet Mall, Tracy Police Station, numerous <br /> subdivisions within the City of Tracy, and the U.S. Cold Storage facility. <br /> 20-4054-OI.E01-G0112017P036 Page 4 of 7 Copyright 1997 Kleinfelder,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.