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i <br /> i <br /> TEST BORING REPORT Boring No HA-3 <br /> iProject Penny Newman Grain Elevator-Stockton,CA 1805 Harbor Street,Stockton,California File No 29626-000 <br /> ' Client Conti Group Sheet No 1 of 2 <br /> Contractor BC2 Environmental Start April 6 2004 <br /> Finish April 6, 2004 <br /> Casing Sampler Barrel Drilling Equipment and Procedures Driller John <br /> Type G Rig Make&Model Truck H&A Rep 1 Miller <br /> Inside Diameter(in) 1 5 Bit Type Elevation <br /> Drill Mud Datum <br /> Hammer Weight(Ib - Casing Direct Push Location See Plan <br /> ' Hammer Fall(in) - HoisVHammer Automatic Hammer <br /> O— E L o Gravel Sand Field Test <br /> 2 S w Visual-Manual Identification and Description <br /> U d ❑ 2 N t O O C C C L V Ol <br /> CL cEa W E v (Densitylconsistency calor GROUP NAME max particle s¢e tj LL v g LL LL <br /> d N to o�S o O W u) structure odor moisture optional descriptions geologic interpretation) o e 29 o 0 0 0 a <br /> 0 <br /> 9 of black bituminous concrete <br /> 08 <br /> ALLUVIAL DEPOSITS <br /> o <br /> w <br /> F- <br /> VI <br /> Z <br /> I a to w <br /> 3 <br /> a' p <br /> Z <br /> J <br /> a <br /> t <br /> 1 <br /> z16 0 � Hydropuncit water sample collected from 16 ft to 20 ft collected at <br /> 5 10 10 on 416104 <br /> G -FLUVIAL DEPOSITS <br /> u <br /> w <br /> ix <br /> l7 <br /> 20 <br /> Water Level Data Sample Identification Well Diagram Summa <br /> Elapsed <br /> Depth ftto s SPT(1 ala I D) ® Riser Pipe Overburden lin ft <br /> Date Time ( ) 20 <br /> Bottom Bottom ® Screen <br /> u <br /> Time(hr I <br /> ofCasinq ofHolal Water CA Cal (2 318 1 D) Filter Sand Rock Cored(lin ft) <br /> m MC Cal Mod (1-718' 1 D) Cuttings Samples I-W <br /> r'71 Grout <br /> U Undisturbed Sample <br /> M Concrete Boring No HA-3 <br /> ' G Geoprobe ® Bentonite Seal <br /> Field Tests Dilatancy R-Rapid S-Slow N-None Plasticity N-Nonplastic L-Low M-Medium H-High <br /> rw Dry Strength, -Non L- ow M-M i m H-HI -Ve[y High <br /> SPT=Sam ler blows r.6 m Maximum article size mm is determined by direct observation within the limitations of sam ler size in millimeters <br /> Note Soil Identification based on visual-manual rnethodrR of the USC§as eracticed by Halev&Aldrich Inc <br /> ' o Indicates the use of a 3"sampler and 300 Ib hanuner <br />