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P1 SLOW SAMPLE wau. <br /> /6 Kc 175CS DESCALPT1ON COMST <br /> • o- e <br /> Gravel, planter, 0 0 <br /> Dark brown clay Moist, some silt, ° <br /> 2 trace fine sand ' <br /> 0 <br /> 4 <br /> 0 ppmv 2 1305 SILTY CLAY, Brown-light brown, moist, <br /> 6 trace fine sand. <br /> 8 12 28853 NOSC. <br /> 00 <br /> 8 = 00 <br /> SILTY SAND-brown, wet, fine,loose <br /> 10 0 ppmv 3 317 <br /> -4 = <br /> 11 28854 ANDY CLAY, rown, wet trace si , <br /> 12 tiff, NOSC - <br /> f- <br /> 14- <br /> LU - <br /> 1 - <br /> ,�,_ 0 ppmv 4 •25 LAY brown, wet, little silt, medium <br /> z 6 4 Iastic�ty, stiff. _ <br /> 6 28855 CL <br /> - <br /> Uj <br /> Q <br /> 4 SIL - <br /> 20 TY SAND, brown, wet, fine, medium _ <br /> 8 e-ase, NOSC. <br />' 15 _ <br /> 22 <br /> 24 = <br /> SILT brown, wet, trace fine sand, trace <br /> 146 lay low plasticity, very stiff. <br />' 26 13 -J <br /> Total Depth of Boring 26.5 feet <br /> 28Logged by Eric Findley 3-30-88 <br /> Ground water excavated at approximately <br /> 7 feet. <br /> 30- 2° PVC Casing, .01 slots, 0/30 Sand. <br /> 32 <br /> _ <br /> K LEI N F E L D E R -LOG OF BORING NO. B-31 PLATE <br /> 7:7' FOOD & LIQUOR MW-3 9 <br /> - -PROJECT NO —24-2084-1- - -- --- TRACY,_ CALIFORNIA_ <br />