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PR0516577
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Last modified
3/4/2020 11:57:24 AM
Creation date
3/4/2020 11:23:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0516577
PE
2950
FACILITY_ID
FA0012687
FACILITY_NAME
CHEVRON PRODUCTS CO
STREET_NUMBER
2795
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24614013
CURRENT_STATUS
01
SITE_LOCATION
2795 S MACARTHUR RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Project No. JB-20100 <br /> 4 December 2000 <br /> Page 1 <br /> 1.0 INTRODUCTION <br /> This report presents the results of a geotechnical study performed at the <br /> subject site for the proposed Chevron Station. The proposed project is <br /> located at northwest corner of MacArthur Drive and Valpico Road in Tracy. <br /> California, as shown on the Vicinity Map, Figure 1. <br /> 1.1 Purpose <br /> The purpose of this study was to evaluate the soil and geologic <br /> characteristics relevant to the design of the proposed development. General <br /> soil and foundation engineering design and recommendations are provided <br /> based on the physical characteristics of the subsurface materials and the <br /> geotechnical limitations created by the sites surface features. <br /> 1.2 Proposed Project Development <br /> We understand the proposed project will consist of constructing a Chevron <br /> Station including a convenience store, a canopy structure, carwash, and <br /> underground fuel storage tanks at the subject site. Maximum structural wall <br /> loads are anticipated to be approximately 2,000 pounds per lineal foot. Site <br /> grading is anticipated to be on the order of plus or minus 2 feet for <br /> preparation of the building and canopy structure pads, site surface drainage, <br /> and parking and drive area improvement. <br /> Please contact our office if the conditions of the project change. We may <br /> need to revise our recommendations if changes occur in the project's <br /> configuration, the type of construction, or the proposed loads. <br /> 1.3 Scope of Services <br /> The scope of work for the proposed development included the following: <br /> Reviewing project documents provided by the client, <br /> Exploring the subsurface soil conditions with five exploratory borings, <br /> Sampling and performing laboratory testing of soil obtained from the <br /> test borings, <br /> Analyzing the soil data compiled during the exploration, and <br /> A Reporting our findings and providing recommendations for site <br /> development. <br /> f <br /> �Korbmacher Engineering, Inc. <br /> J <br />
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