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i <br /> TERRESTRIAL TECHh OLOGY INC. <br /> 1107 KENNEDY PL., S1 1ITE 7 <br /> DAVIS CA. 95616 <br /> BORING 29+00 25 Right l NATION - <br /> LOCATION 125' S., of S. R/W - BfJohn/Frank' <br /> ron Road N DATURA 34.71 MSL <br /> DRILLING RILLER Jerr / JDA E D T <br /> AGENCY North Valle Drillin T RTED 9/12/88 FINISHED 9/12/88 <br /> DRILLING O PLETION ROCK <br /> ' EQUIPMENT 7" Hollow Stem Auger DEPTH <br /> (FT) 24 DEPTH(FT) <br /> r_ DIAMETER AND TYPE Wo. OF DIST. UNDIST. CORES <br /> F WELL CASING SA PLES <br /> TYPE OF <br /> WATER FIRST COMPL. 24HRS. <br /> PERFORATION DE 11 TH (FT) 4.0 <br /> TYPE OF PERFORATION L GGED BY CHECKED BY <br /> SJG <br /> BACKFILL <br /> TYPE OF <br /> SEAL <br /> 00� O ' <br /> 0, REMARKS <br /> DESCRIPTION (3 tu ze <br /> a o <br /> A t N a C' a m U <br /> w <br /> r 4 - 4.5' Fine grained sand; <br /> 5 little fines SP 1301 No odor <br /> 4.5 - 5.5' Dense dk. brn. , <br /> moist clay CH <br /> 10 9 - 10.5 Well graded, silty <br /> sand; sat. to moist; lgst. part. <br /> approx. 0.02' SW 35 /16J20 No odor <br /> i <br /> 15 14 - 15.5' Coarse to med. <br /> grained sand with negligible <br /> fines. Sat. ; lgst. parts approx. <br /> 0.03' SW 1)071 No odor <br /> * *Note: blow count <br /> - lost due to sampl r <br /> becoming stuck. <br /> 20 20 - 20.5' Med. grained silty <br /> sand (could be susp) ; last 0. 1' <br /> is clay layer ? 0 /10/14 No odor <br /> 25 24 - 25.5' Lgt. brn. dense <br /> silty clay CH 40 0/1 /26 No odor <br /> PROJECT A H C & K LOG OF BORING <br /> PROJECT NO. T118.881 Soil Boring #9 <br /> A-16 <br />