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r) <br /> TERRESTRIAL TECHNOLOGY INC. <br /> . 1107 KENNEDY PL, SUITE 7 <br /> DAVIS CA. 95616 <br /> r BORING ' ELEVATION <br /> M1 LOCATION 11254 S. of R W - Bron Road Nq DATUM 37.64 MSL <br /> DRILLING DRILLER DA E DAT <br /> AGENCY North Valley Drilling Jerr /John T RTED 9/08/88 FINISHED 9/12/88 <br /> DRILLING O MPLETION ROCK <br /> EQUIPMENT 7" Hollow Stem Auger DE ITH(FT) 24 DEPTH(FT) <br /> DIAMETER AND TYPE NO OF DIST, UNDIST. CORE <br /> F WELL CASING SA APLES 5 - <br /> TYPE OF W-8 TER FIRST COMPL. 24HRS. <br /> PERFORATION DE TH (FT) 7.9' 5.6 <br /> TYPE OF PERFORATION LOGGED O�JG CHECKED BY <br /> BACKFILL <br /> TYPE OF <br /> SEAL <br /> r <br /> p <br /> s DESCRIPTION 6 m °Qa LU REMARKS <br /> O 7 CO J O a m U <br /> { <br /> K.. <br /> 0-1 top soil brn <br /> �- a <br /> 5 4-52' V.dk brn, v. dense clay CH 6 )% 1)/12) 13 Noteapprox. 32 dk brn <br /> : samples over drove <br /> slightly moist to dry therefore recovery isn't <br /> indicative of actual cond- <br /> itions; no odor <br /> 10 9-102' lgt brn; med dense silty CL 8 % 6/6/8 Spoils came out in cl ds <br /> clay; < 30% silt; < 10% fines somewhat crumbly, <br /> sat. 9-10, moist 10-102, lgst- 1mr drilled to approx. 8' <br /> no odor <br /> 15 14-152' It brn clayey-silt, sat.5- <br /> 10% , approx. 1mm ML $ % 71717 No odor <br /> dry particles, med dense <br /> 20 19-202 dense silty clay, It brn CH 9D% 7/8/1( No odor <br /> sat. < 10% fine sand <br /> 2 24-242 sandy-silt sat. ML <br /> 242-25 fine silty sand, apprec. SP W/28 20 No odor <br /> fines <br /> 252 gap graded fine sand, 20% course <br /> sand up to 0.025' clean SP 1)W <br /> PROJECT A H C & K LOG OF BORING <br /> PROJECT NO. T118.881 Soil Boring #2 <br /> r A-9 <br />