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Kim <br /> TEST BORING REPORT Boring No HA-9 <br /> lie <br /> Project 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 7 2004 <br /> Finish April 7, 2004 <br /> Casing Sampler Barrel Drilling Equipment and Procedures Driller John <br /> Type G Rig Make 8 Model Truck H&A Rep J Miller <br /> Bit Type <br /> Inside Diameter(in) 1 5 Drill Mud Datumon <br /> Hammer Weight(Ib Casing Direct Push Location See Plan <br /> Hammer Fall(in) - Hoist/Hammer Automatic Hammer <br /> Gravel Sand Field Test <br /> zo S m c a Visual-Manual Identification and Description T,, toCM cu ET C E m 0 ^ U (Densitylconststency color GROUP NAME max particle size2 U u- CN Cf V ? structure odor moisture optional descriptions geologic interpretation) ae ae a° a i°- a sn <br /> 0 Borehole hand augered from 0 0 fi to 5 0 ft per II&A work plan <br /> I <br /> ' S <br /> 50 CL Brown sandy lean CLAY(CL),mps = l mm no apparent structure no 0 0 0 5 10 85 <br /> 24 70 odor,moist FID=0 010 0 ppm <br /> ALLUVIAL DEPOSITS- <br /> l! <br /> J <br /> E- <br /> z <br /> J-10 <br /> S1 105 3 ML Brown sandy SILT(ML) mps =0 5 mm no apparent structure no 0 0 0 0 30 70 R <br /> 4 24 12t) p odor moist FID=0 010 0 ppm <br /> z ' <br /> a <br /> 1 � I <br /> d <br /> is S2 150 15 0 SM Brown silty SAND(SM),mps = 1 mm no apparent structure no odor 0 0 0 10 50 40 R <br /> n 24 170 mots[ FID=O 010 0 ppm <br /> FLUVIAL DEPOSITS- <br /> 5 <br /> u <br /> ' 20 <br /> Water Level Data Sample Identification Well Dia ram Summary <br /> Elapsed Depth ft to g SPT(1 318"I D) ® Riser Pope Overburden(lin ft) 26 <br /> Date Time Bottom Bottom ® Screen <br /> Time(hr of Casing Water CA Cal (2-318 I D) 0 Filter Sand Rock Cored(lin ft) <br /> m Mc Cal Mod (1 Ire"1 D) E:� Cuttings Samples 4-S u - <br /> U Undisturbed Sample � Grout <br /> a Concrete Boring No HA-9 <br /> I ' G Geoprobe ® Bentonite Seal <br /> U Field Tests Dilatancy R-Rapid, S-Slow N-None Plasticity N-Nonplastic, L-Low M-Medium H-High <br /> tr th N-N n -L w M-Me tum -Hi -Ve[y High <br /> NSPT= am ler blows Pgr 6 in Maximum particle size mm is determined by direct observation within the limitations of sum ler size m mdhmeters <br /> a Note Soil Identification based on visual-manual methods of the USCS as practiced by Haley& Inc <br /> «Indicates the use of a 3"sampler and 300 Ib hammer <br />