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HOLE NO. <br /> GEOLOGICAL LOG OF DRILL HOLE <br /> <br />GEI Consultants, Inc. gD-105 <br />. PROJECT NAME Bruce Park Dam PROJECT NO. 99292 SHEET 3 OF 4 <br /> LOCATION Main Dam GROUND SURFACE ELEV. (FT) -8187 TREND NA PLUNGE 90 Degrees <br /> Cen[er Crest <br /> DATE STARTED/FINISHED 11/23/00 / 11/25/00 DRILLED BY Agapito Drilling, Inc. LOGGED BY JDG <br /> GROUNDWATER EL. -8098 DATE 12172/00 OVERBURDEN DEPTH (FT) 58 TOTAL DEPTH (FT) 113.5 <br /> NOTES S EE L EGE ND <br /> <br />~ <br />LL. Z <br />~ <br />I <br /> <br /> > <br />> LL Z Z <br />O H <br />~ w F- <br />N N <br />W N <br />F <br />L O Z <br />Z O ; ~ j F d <br />LL W <br />W H Z <br /> <br />J H <br />w <br />~ ~ Z <br />O ~ <br />~ <br /> O Z <br />Z <br />O <br />O W W ~ O <br />¢ R <br />O i Z: O <br />O <~< <br /> UZ <br />C7 = a l .y S ? <br />IOTES: Open standpipe plezomeler installed in completed hole; see pie <br />55 <br />60 <br />65 <br />70 <br />75 <br />80 <br />. 85 i <br />i <br />~! <br />90 <br />O > <br />C <br />H O w <br />~ <br />O W <br />(7 ~ <br />O O O <br />V <br />w ~ m0 ~ <br />D w >IV <br />y Z <br /> W <br />tt <br />p Zia <br />~ <br /> ~I a <br />mmeter log for details. <br />ENGINEERING AND GEOLOGICAL <br />O <br />w DESCRIPTION AND CLASSIFICATION <br />U <br />K <br />a <br />ROD does not apply to gWCial deposits. <br /> i <br />I <br />i <br /> i'%j <br /> fii I <br /> i <br />1' .' <br />r><~ <br /> <br />HO <br />5.0 <br />3.3 <br />- <br />20 <br />4 <br />1.3'. 0.2 <br />H6 <br />I '<,l <br />i ~r 66 _ <br />1 .r.~ <br /> I <~ <br />'v. z~ <br /> / <br /> >iI <br />v r <br /> <br /> <br />I d <br />I~~ii <br /> <br /> <br />~ r '1 <br />~~ I <br /> <br />HO, <br />6.0. <br />0.3 <br />- <br />22 <br />3 <br />0.1 <br />~ .03 <br />H6 <br />I i 'r.'i. <br />i~ ~ 6 <br />- <br />2 'v. z~ <br /> ry <br /> <br />I ~ , , <br />a <br /> I I ~>L <br /> i '(.'i. <br /> <br />~ i ~~r. <br /> i'i. <br />H 3.S 1 0.0 - 19 - -i- - I ;~<0 - <br />3 1 <br />~ii <br />r z <br /> ^ <br /> i~ri <br /> <br />I 'v. v <br />;rv<1 <br /> ' 7. r. <br />'I Ht}', 5.0 12.8 - 25 ~ 3 2.0~ 0.2 Hfi' ! ~'.;~ 82 - <br />4 ~ <br /> I r <br />i <br />l I I <br />i ?its <br />' <br />i J <br /> <br />~i <br />~ <br />~ ^ <br />i.^ <br />. <br />~roG <br /> r r~ <br />~~< <br /> Z b.1 <br /> 5.0 <br />0.0 - 20 - - ~ <br />_ - ~ ii<O <br />a'6 _ <br />5i i i ~ i i q <br />r <br /> o I <br /> <br />I <br /> <br />I I <br /> <br />~ I r'.''A <br />%.. <br />" <br /> I ~ <br />y I <br />I <br /> <br />! ~ <br /> <br />r <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />~ <br />i <br /> <br />1 n <br />roi I <br />Y>;1 <br />>>i. <br />I <br />~H0. I <br />5.0; 2.3! <br />- 1 ~ <br />20: <br />3 <br />1.00.21 ~ <br />H6~ ~ <br />- ~ ~ .''~ <br />y'.;!46~i <br />~- <br />6 i I ~ ~ I r <br />^ ~ ~ <br /> I I ~ <br />; <br />; <br /> , <br />^ <br />, <br />;, <br /> ~ ; ~ ,,, <br />r <br />; <br />HO-I 5.0 t0i - 1 21 i 3 1 0.2:011 H6 . <br />,'.;; 20 i - i <br />7 ! I ~ ~r°' i 1 1 <br />See pmvious pages for overburden desuipeons <br />60.0.107.0: SANDY LEAN TO HIGH PLASTICITY CLAY. ~ <br />Mostly medium to high plastic fines; 2035% sand antl gravel up to 3_ <br />in.: occasional nibbles up to 12 in.; ^aN; moist: brown. (C4CH) <br />[GLACL4L DEPOSRS] - <br /> <br />