Laserfiche WebLink
-'— rvlces Inc 9417IN43 L OG <br /> Geologlca Audit Se , <br /> ^rte En vironmenla/Professrogs/s <br /> YcrbaLnda SUX*tDn Field Geologist Walker page 1 Of 1 <br /> Project Name Cal-West Concrete Cutting Drilling Co Soils Exploration Services Date 1-27-95 <br /> I MW-2 <br /> Project Number 1053 Auger Type 8 H S Boring I D <br /> Well Depth Sample Blow oV Group Soo] Description <br /> Design Identification Counts Pleading Symbol <br /> Approximately 4 inches of asphalt <br /> Dark brown, medium- to coarse-grained SAND, no HC odor <br /> Cry MW2-5 g 0 SP Dark brown, medium-to coarse-grained SAND with pebbles, <br /> N g no HC odor <br /> (D Y <br /> � itf <br /> 8 <br /> 40 MW2-10 8 0 SW Brown coarse-grained SAND composed of 65% quartz, 20% <br />' 11 feldspars and 15% micas with fines, no HC odor <br /> 1i <br /> .a MW2-15 12 0 SP Grey, wet, Erne-grained SAND with clay, no HC odor <br /> 13 <br /> 1011 (_0 <br /> tv 18 <br /> C <br /> MW2-20 19 0 SP Grey, wet, fine-grained SAND with clay, no HC odor <br /> 23 <br /> 11 <br /> MW2-25 22 0 SP Grey, wet, fine-grained SAND with clay, no HC odor <br /> cr 30 <br />' Grey, moist, fine-grained SAND with clay and silt, no HC <br /> 1 g odor <br /> 20 MW2-30 26 0 SP <br />' 41 Boring terminated at 29 6 feet. <br /> Boring completed as MW-2 <br /> Groundwater encountered at 15 feet <br /> 40I <br />