Laserfiche WebLink
C <br /> WELL <br /> 4LOW1 YAVFLE U+CR OE Sr RIP YION CONST. <br /> CVA FT. N0. <br /> 0 ASPHALT <br /> e: <br /> ' 'O .0 <br /> 2- <br /> 4- <br /> 7 <br /> a7 SAND; brown, moist, trace silt, medium <br /> 6 sand, trace fine and coarse sand, <br /> e 0 6 S-2001 medium dense, NOSC <br /> PPmv <br /> SP <br /> e <br /> 10 4 SAND: grey, moist, little silt, fine to <br /> 5 medium sand, trace coarse sand, medium <br /> 0 10 S-2002 dense, NOSC <br /> 12 PPMV <br /> -_ V <br /> w <br /> 14 = w <br /> g SAND: grey, wet, fine to coarse, medium <br /> dense NOSC <br /> LL C s 1C little clay, trace <br /> 9 S-2003 , <br /> PPmy <br /> sand, very stiff, NOSC <br /> C3 18 <br /> ML =- <br /> 20 12 SANDY SILT: rust brown, moist to wet, <br /> 16 hard, NOSC - <br /> �- 21 <br /> 22 = <br /> SILTY SAND: brown-rust brown, wet, fine <br /> 24 to coarse sand, dense, NOSC <br /> 19 = <br /> 26 21 Sm _ <br /> 28 SILT: brown, moist, some clay, hard, <br /> NOSC = <br /> 30 i0 ML <br /> 15 '-- <br /> 22 -- <br /> 32 <br /> J FOOD & UQUOR #76 PLATE <br /> 1,H. KLEINFELDER & ASSOCIATESlV1ANTECA, CALIFORNIA 4 <br /> CF011CHNICAI CONSUtTAHTS•MATERIALS TESTING - <br /> jANU ANE)WATIA RiSOURCES <br /> LOG OF BORING N0. <br /> PROJECT N0. 24-2053-1 <br /> {III <br />