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FIELD LOG OF Project No 002-70950-04 Boring No <br /> Environmental EXPLORATORY SOIL Client Amerco Real Estate/U-Haul Int MW-12 <br /> Management, Inc Location' U-Haul Faclll #709-50 Sheet 1 <br /> 1433N 3rd Avenue BORING Logged By Ken Hamilton — <br /> Phoenix,Az es004 Permit No 0031091 of 1 <br /> Field location of boring Drilling Co Cascade.Drilling <br /> Drill Rig Model CME-95 <br /> See Figure 11 Drilling Method _ Hollow Stem Auger <br /> Hole Diameter 10 25" <br /> Drillers Name Ton <br /> Soil Boring Completion Flush Mount Well Vault <br /> Ground Elev <br /> Depth to Depth tom <br /> N a _ d = ns E Date Date <br /> l= s o E 0 1Lp a Y " Tlme Time <br /> N _ U L <br /> ~ p O CU O y poi 4 <br /> Eo 4 cc +� <br /> y N DESCRIPTION <br /> 918 0 Asphalt surface to 1' bgs FIII material 1'to 3'bgs, (old <br /> asphalt, sand, gravel) Fill material 3' to 5' bgs, (silty sand, <br /> gravel, black color, slightly moist) <br /> SC Clayey, silty sand (SC) 5'to 10' bgs Light brown color, <br /> 10 slightly moist, no odor <br /> CL Sandy, silty clay(CL) 10'to 20' bgs Brown color, moist, <br /> medium plasticity, no odor <br /> 20 <br /> ML Clayey silt (ML) 20' to 27' bgs Yellow/brown color, <br /> sliahtly moist no odor <br /> 30 SM/SP Sandy silt (SM or SP)27' to 33' bgs Coarse gravels (0 5" <br /> quartz gravel, well rounded) <br /> ML Sandy silt (ML)w/o gravel 33'to 38' bgs Brown color, <br /> 40 slightly moist, no odor <br /> 50 <br /> 60 <br /> CL Silty clay (CL) 38'to 85' bgs Dario brown color, moist, no <br /> odor, medium plasticity <br /> *Lean, hard clays causing auger wobble at 65' bgs <br /> 70 Plasticity lower <br /> 80 <br /> Boring terminated at 85' bgs Weil casings set at 85' and <br /> 29 90 60' bgs See Well Construction Diagrams for details <br /> Preparred By Date Reviewed By Date <br />