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I IjRO.JECT: H&H Engineering Propel <br /> itoring Weil No. MW 1 <br /> 212 Industrial Drive, St ton, California <br /> Project No. 034-98081 <br /> DATE DRILLED: TYPE OF BORING: <br /> Sept. 23, 1998 4-1/4" I.D. Hollow Stem Auger <br /> .'tLLING EQUIPMENT: ELEVATION & DATUM: LOGGED BY: <br /> Mobile 861 HDX C. Pyatt <br /> )AMPLING METHOD: DEPTH TO WATER: FIRST: COMPL.: 24 HRS: <br /> 2" Modified Calif ornia.Split Spoor} 33.8 <br /> -0 LEL c <br /> o 0 <br /> m J WELL <br /> Elevation P �'C a = CONSTRUCTION <br /> a o SOIL DESCRIPTION <br /> .depth (P) p L U <br /> 0 <br /> ML 3 inches concrete. <br /> " Medium sandy SILT (ML) with coarse cobbles, yellow- I <br /> brown, slightly moist,'drills easy (fill). <br /> �. CIayey SILT (ML) with trace sand, dark brown, moderately <br /> sXX 19 plastic, slightly moist, drills easy: :':` ` <br /> 31 Light yellow-brown, <br /> 41 :.. . <br /> Fine sandy SILT (ML) with clay, light yellow-brown, non- <br /> to XX 13 plastic, slightly moist, drills easy. <br /> 31 <br /> 37 <br /> Clayey SILT (ML); light yellow-brown, moderately plastic, �• ' .', <br /> slightly moist, drills easy. <br /> XX 5 <br /> 10 :.:. <br /> 20 XX 5 <br /> r13 <br /> 21 <br /> 25 xx 83 CL Silty CLAY {CL); light yellow-olive brown,-moderately <br /> 26 plastic, moist, drills-easy. ._. <br /> 30 <br /> t XX 6a Olive grey/green, increase silt, increase moisture. <br /> 16 <br /> XX 6 <br /> 11 .: :•_I <br /> 12�1 . <br /> Groundwater encountered, <br /> �. 35 <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC. Sheet 1 of 2 <br />