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Geotechnical Engineering Investigation Page 23 of 24 New Residential Subdivision 2706 Pock Lane Stockton, CA 95205 March 30, 2021 CTE Job # 25-1097G adhered to the following minimum inspection and testing services should be performed with regard to the geotechnical design of the project. 1. Continuous observation and testing during mass grading and soil treatment 2. Footing excavation inspection and testing for moisture prior to reinforcing steel installation. 3. Continuous inspection of deep foundation excavations. 4. Continuous utility trench backfill testing under pavement and structures, periodic elsewhere. 5. Slab subgrade inspection and testing prior to the placement of capillary moisture break materials for moisture and relative compaction. 6. Pavement subgrade preparation inspection and testing for moisture and relative compaction prior to placement of Class II base. 7. Class 2 Base inspection and testing prior to the placement of asphalt or concrete pavement. 8. Asphalt relative compaction testing during pavement placement. (Optional) 5.12 Plan Review CTE should review project grading and foundation plans before the start of earthworks to identify potential conflicts and to verify that the recommendations contained in the report are to be implemented. 6.0 LIMITATIONS OF INVESTIGATION As indicated, the recommendations presented herein are based on the field exploration, laboratory testing and our geologic and engineering analysis. Following completion of testing, these recommendations will be confirmed and or modified, if necessary,based on the materials exposed and re-worked during grading. The field evaluation, laboratory testing and geotechnical analysis presented in this report have been conducted according to current engineering practice and the standard of care exercised by reputable geotechnical consultants performing similar tasks in this area. No other warranty,