Laserfiche WebLink
A Geological AudhTi Services, Inc. 5017/NGZOG <br /> �- Y� Enviionmen/e/Pro/assionds <br /> V- Ybrbal is-9odmn <br /> Field Geologist: Walker page 1 Of I <br /> Project Name: Cal-West Concrete Cutting Drilling Co.: Soils Exploration Services Date: 1-27-95 <br /> Project Number. 1053 Auger Type: 8' H. S. Boring I.D.: MW-2 <br /> Well Sample Blow ov Group <br /> Design Depth Identification Counts Reading Symbol Soil Description <br /> Approximately 4 inches of asphalt <br /> Dark brown, medium-to coarse-grained SAND; no HC odor. <br /> 5 <br /> 2 . C 8 <br /> MW2-5 9 0 SP Dark brown, medium-to coarse-grained SAND with pebbles; <br /> c $ 9 no HC odor. <br /> d• Y <br /> m � <br /> Co <br /> 8 <br /> 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 /> -------- - ----------------------- .. <br /> 11 <br /> MW2-15 12 0 SP Grey, wet, fine-grained SAND with clay; no HC odor. <br /> 13 <br /> to <br /> rn : <br /> ta` . <br /> N <br /> tv 18 <br /> C <br /> _J : MW2-20 -19 --0 SP - Grey, wet,fine-grained SAND with clay; no HC odor. <br /> co 23 <br /> 11 <br /> MW2-25 22 0 SP Grey, wet, fine-grained SAND with clay; no HC odor. <br /> 30 <br /> Grey, moist, fine-grained SAND with clay and silt; no HC <br /> 18 odor. <br /> MW2-30 .....26 p...__ .._..SP..._ <br /> 41 Boring terminated at 29.6 feet. <br /> Boring completed as MW-2- <br /> Groundwater encountered at 15 feet <br />