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ARCHIVED REPORTS XR0011655
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2900 - Site Mitigation Program
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PR0521409
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ARCHIVED REPORTS XR0011655
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Entry Properties
Last modified
6/20/2019 1:38:37 PM
Creation date
6/20/2019 11:47:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011655
RECORD_ID
PR0521409
PE
2950
FACILITY_ID
FA0014531
FACILITY_NAME
PLYMOUTH ROAD STORM DRAIN PROJECT
STREET_NUMBER
0
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
0 COUNTRY CLUB BLVD
QC Status
Approved
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EHD - Public
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Geolecholocal Eflulneeping ROPOPI — <br /> � I <br /> The-following r r provided r help you mmage1 <br /> Geotechnical Services Are Performed for it's changed from a parking garage to an office <br /> Specific Purposes, Persons, and Protects building, or from a light industrial plant to a <br /> Geotechnical engineers structure their services to meet the spe- refrigerated warehouse, <br /> cific needs of their clients A geotechnicai engineering study con- • elevation, configuration, location, orientation, or <br /> ducted for a civil engineer may not fulfill the needs of a construe- weight of the proposed structure, <br /> tion contractor or even another civil engineer Because each geet- • composition of the design team, or <br /> echnical engineering study is unique, each geotechnical engi- • project ownership <br /> I <br /> neering report is unique, prepared solely for the client No one As a general rule, always inform your geotechnical engineer <br /> except you should rely on your geotechnical engineering report of project changes—even minor ones—and request an <br /> without first conferring with the geotechnical engineer who pre- assessment of their impact Geotechnical engineers cannot <br /> pared it And no one--not even you—should apply the report for accept responsibility or liability for problems that occur <br /> any purpose or project except the one originally contemplated because their reports do not consider developments of which <br /> Read the Ful! Report they were not informed <br /> Serious problems have occurred because those relying on a Subsurface Conditions Can Change <br /> geotechnical engineering report did not read it all Do not rely A geotechnical engineering report is based on conditions that <br /> on an executive summary Do not read selected elements only existed at the time the study was performed Do not rely on a <br /> geotechnical engineering report whose adequacy may have <br /> A Geotechnical Engineering Report Is Based on been affected by the passage of time, by man made events, <br /> A Unique Set of Project-Specific Factors such as construction on or adjacent to the site, or by natural <br /> Geotechnical engineers consider a number of unique, project-spe- events, such as floods, earthquakes, or groundwater fluctua <br /> c¢fic factors when establishing the scope of a study Typical factors Mons Always contact the geotechnical engineer before apply <br /> include the client's goals objectives, and risk management pref- ung the report to determine if it is still reliable A minor amount <br /> erences,the general nature of the structure involved, its size, and of additional testing or analysis could prevent major problems <br /> configuration, the location of the structure on the site, and other Most Geotechncal Findings Are <br /> planned or existing site improvements, such as access roads, <br /> parking lots, and underground utilities Unless the geotechnical Professional Opinions <br /> engineer who conducted the study specifically indicates other- Site exploration identifies subsurface conditions only at those <br /> wise do not rely on a geotechnical engineering report that was points where subsurface tests are conducted or samples are <br /> s not preoared for you taken Geotechnical engineers review field and laboratory aam <br /> • not prepared for vour project and then apply their processional}udgment to render an opinion <br /> • not prepared for -he specific site explored, or about subsurface conditions throughout the site Actual sub- <br /> • completed oetere important project changes were mace surrace conditions may differ—sometimes significantly--from <br /> those inaicated in Your report Retaining the geotecnrncal engi- I <br /> Typical changes that can erode the reliability of an existing neer who cievelopec your report to provide construction obser <br /> geotechnical engineering report include those that affect vation is the most effective method of managing the risks ass& <br /> • the function or the proposea structure as when crated with unanticipated conditions <br />
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