Laserfiche WebLink
TEST BORING REPORT Boring No HA-5 <br /> 1 , <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 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 J Miller <br /> Inside Diameter(in) 1 5 Bit Type Elevation <br /> Drill Mud Datum <br /> Hammer Weight Qb Casing Direct Push Location See Plan <br /> Hammer Fall(in) Hoist/Hammer Automatic Hammer <br /> o^ E Gravel Sand Field Test <br /> z E ajoVisual-Manual Identification and Description �, E <br /> y <br /> i L a� aL in m m n a mCp <br /> m a > (Densitylconsistency color GROUP NAME max particle size2 V U g <br /> E E S cS <br /> O C9 m p u) structure odor moisture optional descriptions geologic interpretation) uy <br /> 0 <br /> 9"of black bituminous concrete <br /> OS <br /> -ALLUVIAL DEPOSITS <br /> i <br /> 1 5 <br /> lie, <br /> LQ <br /> F <br /> 1 <br /> Z <br /> a <br /> $ <br /> _10- <br /> az <br /> a' p <br /> 0. <br /> 15 <br /> & Attempted Hydropunch water sample from 16 ft to 20 ft no water <br /> w <br /> G <br /> u <br /> o — -------------- ----_.--------- -- — — <br /> 195 -- <br /> 20 <br /> G Water Level Data Sample Identification Well Diagram Summary <br /> Bottom Bottom <br /> De th ft to ® Riser Pipe <br /> Date Time Elapsed S SPT(1 318 10 Screen Overburden(lin ft) 24 <br /> ' ® <br /> u <br /> Time(hr'ofCasin0i nfHniAl Water CA Cal (2-3l8 I D) 0 Filter Sand Rock Cored(lin ft) <br /> MC Cal Mod (1 718 I D) Cuttings Samples 1 X111 <br /> ® Grout <br /> U Undisturbed Sample = concrete Boring No HA-5 <br /> G Geoprobe ® Bentonite Seal <br /> ' M Field Tests Dilatancy R_Rapid S-Slow N-None Plasticity N-Nonplastic L-Low M-Medium H-High <br /> D 1rert th N None. ow. M-Medium. -Hi 11 V-VHigh <br /> SPT= <br /> Sampler blows r 6 in Mawmum article s¢e mm is determined by direct observation within the limitations of sam ler size m millimeters <br /> Note Soil identification based on visual-manual methods of the USCS as racl,cod b Hale &Aldrich Inc <br /> Indicates the use of a 3"sampler and 300 Ib hammer <br />