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TERRESTRIAL TECHNOLOGY INC. <br /> 1107 KENNEDY PL, S ITE 7 <br /> DAVIS CA. 95616 <br /> gg I NATION <br /> i LLOCATION 125' S. of S. R/W - Byron Road DATUM 35.40 - MSL <br /> _- DRILLING DRILLER Jerry/ DTE D <br /> ATE <br /> AGENCY North Valley Drilling John/Frank RTED 9/09/88 FINISHED 9/12/88 <br /> DRILLING MPLETION ROCK <br /> EQUIPMENT 7' Hollow Stem Auger DE PTH (FT) 23 DEPTH(FT) <br /> DIAMETER AND TYPE N0. OF DIST. UNDIST. CORE <br /> F WELL CASING S MPLES 5 <br /> TYPE OF W 4TER FIRST COMPL. 24HRS. <br /> PERFORATION D PTH (FT) 7± 4.9 <br /> TYPE OF PERFORATION L GGED BYJG CHECKED BY <br /> BACKFILL S <br /> r TYPE OF <br /> - SEAL <br /> } <br /> J � <br /> _ DESCRIPTION cNi °m o REMARKS <br /> a a n m U <br /> 0 <br /> 0 - 4' Dk. brn. dry <br /> 5 4 - 5' Dk. brn. silty clay; spoilings <br /> i , <br /> moist; slightly dense CH 40° 1314 No odor <br /> �- 10 9 - 10' Gravelly sand; lgst. <br /> part. approx. 0.05' ; dk. brn. <br /> sat. ; clean SW 70 ?5/2E/25 No odor <br /> . . 10 - 10.5' Fine grained, dense <br /> sand; sat. ; dk. brn. ; little to <br /> no fines SP <br /> -15- 14 - 15' Dense, lgt. brn. sat. <br /> clay approx. 10% sand parts. CL 60 /12/14 No odor <br /> 20 19 - 20.5' Lgt. brn. , dense <br /> #. , silty clay CFE 70 9/10/ 12 No Odor <br /> 25 23 - 24.5' Clayey silt; dense ML 50° 0/1 /23 No odor <br /> PROJECT A H C & K LOG OF BORING <br /> PROJECT NO. T118.881 Soil Boring #6 <br /> L. <br /> A-13 <br />