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SU0001451 SSNL
Environmental Health - Public
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SU0001451 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:45 AM
Creation date
9/9/2019 8:59:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001451
PE
2690
FACILITY_NAME
LA-97-40
STREET_NUMBER
2740
Direction
N
STREET_NAME
RAINIER
STREET_TYPE
AVE
City
STOCKTON
ENTERED_DATE
10/19/2001 12:00:00 AM
SITE_LOCATION
2740 N RAINIER AVE
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\RAINIER\2740\LA-97-40\SU0001451\NL STDY.PDF
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EHD - Public
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+ �D E R S0 NEIL O. ANDERSON & ASSOC., INC. <br /> GEOTECHNIC�ERVICES-ENGINEERING LABORATORIES 22 N Houston Ln <br /> Lodi, California 95240 <br /> n Lodi (209) 367-3701 <br /> o Stockton (209)472-1091 <br /> qsS O GAP FAX: (209)333-8303 <br /> C/L; SEP � <br /> `� Pj t <br /> 3 <br /> December 20, 1999 <br /> Lyle Burgess <br /> Rare Parts Inc. <br /> 621 Wilshire Ave. <br /> Stockton, CA 95203 <br /> Subject: Foundation Investigation <br /> Burgess Residence <br /> Northeast Corner of Country Club and Rainier <br /> Stockton, California <br /> Our Job Number: S99323 <br /> Dear Mr. Burgess: <br /> Per your request a Foundation Investigation was conducted at the subject residence. The <br /> purpose of the investigation is to provide foundation recommendations for design and construction <br /> of the proposed residence. This report presents the results of our investigation. <br /> INTRODUCTION <br /> It is proposed to construct a new 3000 square foot private residence on a 0.6 acre lot located <br /> at the northeast corner of Country Club and Rainer, Stockton,California. Proposed construction for <br /> the residence is single story wood frame with raised wood floors supported by spread/stem wall <br /> footings. The garage will have a concrete slab-on-grade. Foundation loads will be light. It is our <br /> office's understanding the project is in the early development stages and the owner is still making <br /> design decisions. Our office should be consulted if grading or foundations are different from those <br /> indicated in this report. <br /> The foundation study conducted at this site was prepared for the use of the architect and/or <br /> engineer for application to the design of the residence in accordance with generally accepted <br /> geotechnical engineering practices. <br /> SITE CONDITIONS <br /> The general geology of the area indicates that the soils at this site are alluvial and basin <br /> deposits of sands, silts,and clays overlain by marsh deposits of organic silts and clays. The general <br /> topography of the area is relatively flat terrain. <br /> At the time of our investigation,the site consisted of a large landscaped yard. The site was <br />
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