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GEOTECHNICAL ENGINEERING SERVICES PROPOSAL(Soils Report) <br /> Mariposa Road Parking Lot <br /> 4300 Mariposa Road <br /> Stockton,California <br /> June 15,2021 Page 2 <br /> occur. We have not budgeted to restore the site beyond backfilling our boreholes with cuttings, and <br /> providing asphalt plugs. If there are any restrictions or special requirements regarding this site or <br /> exploration,these should be known prior to commencing field work. <br /> Our fee is based on the site being accessible to our two-wheel drive, truck-mounted drilling equipment <br /> and CTE providing layout of the borings; additional costs may result if this is not the case. It does not <br /> include services associated with site clearing, wet ground conditions, tree or shrub clearing, damage of <br /> existing landscape or location of underground utilities beyond contacting U.S.A. If such conditions are <br /> known to exist on the site,CTE should be notified so that we may adjust our scope of services and fee, if <br /> necessary. <br /> For safety purposes, all borings will be backfilled with cuttings immediately after their completion. <br /> Because backfill material often settles below the surface after a period of time, we recommend the <br /> asphalt plugs be checked periodically and sealed if necessary. We could provide this service at your <br /> request, but this would involve additional cost. <br /> CTE will mark the approximate boring locations on a map based on estimated distances from existing site <br /> features. The locations should be considered accurate only to the degree implied by those methods. If <br /> precise locations and/or elevations are desired, we suggest that the client retain a licensed surveyor to <br /> stake the boring locations and provide the information. <br /> Engineering Analysis and Report: The results of our field and laboratory programs will be evaluated by <br /> one of CTE's professional Geotechnical Engineer's licensed in the State of California. It is our <br /> understanding that existing site Geotechnical Engineering reports are unavailable. Based on the results of <br /> our evaluation, an engineering report will be prepared that details the results of the testing performed, <br /> provides logs of the borings,and a diagram of the site/boring layout.The report will include the following: <br /> ■ A description of the proposed project; <br /> ■ Computer generated boring logs with soil stratification based on visual soil classification; <br /> ■ A brief review of our test procedures and the results of testing conducted; <br /> ■ A summary of the area and site geologic conditions; <br /> ■ Comments regarding Geologic Hazard potential; <br /> ■ A description of the surface and subsurface site conditions encountered during the field <br /> investigation; <br /> ■ Site preparation recommendations including stripping and possible special undercutting and/or <br /> stabilization; <br /> ■ Bearing value and soil design pressures; <br /> • Depth to groundwater, if encountered; <br /> ■ Backfill placement recommendations; <br /> ■ California Building Code (CBC)Seismic Conditions Site Classification; <br /> ■ Comments regarding potential liquefaction; <br /> • Boring logs including ground water level; <br /> ■ Recommendations for the type of foundation most suitable for soil conditions; <br /> t_z <br /> -� _; C/SL <br />