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TERRESTRIAL TECHNOLOGY INC. <br /> 4107 KENNEDY PL, SUITE 7 <br /> DAVIS CA. 95616 <br /> BORING + 25 R7 ht LE ATION <br /> LOCATION 25 S. of S. RW - Byron Road ND DATUM 35.99 - MSL <br /> DRILLING DRILLER DATE DATE <br /> AGENCY North Valley Drilling Jerry/John TA TED 9/09/88 FINISHED 9/12/88 <br /> DRILLING O PLETION ROCK <br /> EQUIPMENT 7' Hollow Stem Auger DE TH(FT) 23 DEPTH (FT) <br /> IAMETER AND TYPE NO. OF DIST. UNDIST. CORE <br /> F WELL CASING SAMPLES 5 <br /> TYPE OF WAI ER FIRST COMPL. 24HRS, <br /> PERFORATION DE TH(FT) 5.9 5.7 5 <br /> TYPE OF PERFORATION LOGGED BY SJG CHECKED BY <br /> BACKFILL <br /> TYPE OF <br /> SEAL <br /> 0 <br /> ° <br /> i ° <br /> REMARKS ow � ° <br /> oil <br /> 71 O n m V <br /> 1 0 <br /> 5 4 - 5.5. ' Dk. brn. moist clayey <br /> silt, approx. 20% fine sand MH 10A 3/4/6 No odor <br /> F 10 9 - 9.5' sandy silt; sat. ; med. <br /> brn. ML 8)% 2/3/12 Na odor <br /> 9.5 - 10.5' fine grained silty <br /> sand; sat. SP <br /> 15 14 - 15' V. dense; sat. ; silty <br /> clay; lgt. brn. CH 5)% 12117122 No odor <br /> 20 19 - 20.5' Med. dense; clayey <br /> I _ silt; some visible particles MH 90% 3/5/7 No odor <br /> 23 - 24' Med. grained sand; <br /> 25 apprec. fines; sat. ; parts. up to <br /> 0.04' SW 9D% 10/11/34 No odor <br /> 24 - 24.5' Dense; sat. ; clay CH <br /> I , <br /> PROJECT A H C & K LOG OF BORING <br /> PROJECT NO. T118.881 Soil Boring #5 <br /> A-12 <br />