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~~I'i~ o~ "J? d . X 3,223,500 ----- Opt I -(~".....,... ....' -...- -:--.----.---~ I,. __ /'" " '0 ' .~O I I ,Slo 69 + 27. 45 ^ DH:21 A'T'o~.c=~ -~---...----c-:--- ""( -- - - --.- -- "~ , I \ ."} 'DHI4 " \, \".>~ " , " L'" , , ~- , " " \ , Opt "--- \ " "6"o~~\~\, \ \ \ \ , :::==f' \ ~/ ", 5? g' I Q;) m " o q '-1 ,-) '" q' u''j c" nO "" o '" o u I: I Z Zoo No II _ I I, Z z No 13~.. , ... .. No ' o :;: ; Kd \ I I / / ~ DH 406 . () \~o.oo~"'\ ~/ "'~ ~ "0 , \~:" \ '\. ... .~\ \ \\~ c:\ \ \ 'I \~ e>plocclt'on '''''e~, w;)i8f on 7/7.4/ \,1 .. -JIL- 'J[" JDon-lcnej ~c E, (~PM D H 407 . --- ^bandorled 011 well 12 ~ casing I JI 'r:,Q~,:~~M~'~ --- ~JH ::JH '. 1/- 1/ AI i I DH 418 . V) u oq ~J -V)--c ~ '" "t DH4331\~o D)1433 "t" c> 1 r I D H 400 ~.\ ." 0 L '" ... i eJ clt \ / " 'It \ i i.._).".',/--' r *.1 \ : -f~--- - - -,--. /' DH 46~c; ~ .'. 'f....u H 402 B:=' ~\ " \"\ - ~. ..A /' "\ . d,":, "', 0 ..'" DH 4021\;40? \ \DH 14.5 DH I / ~ > A". ,~ \\ \ \ · I .., ':r DHI17"\ \\~\~~\ -<:J DH~3 .. \ ~~-- \' " - OH 116 '--~ ,~-__ "'" \ --~===~=~ '\\P~~ , 'J \ \ to 4760 ~;H 14 I . DH 12 I . Kd Kd DH 10 1 . Dfl408 . llH 4 2 .~14'6 DH 14-i\ ~ . DH 4 Q '-.I , DH 14. OH 14-4 D t-1 13-i . DH 12,2 . [)H12'80H'2,7 . . DH 12,,' . DH '210 DH 12'9 . . DH 12.4 DH ill . DH417 DH10'2 .', ._--'"' .DH 1I~.fiJ.o;s~H !O\" DH 10 3 ' . DH 10,9 DHIO'IO: .. DH 5 DH 9-2 .Dt00'4. · DH 13'2 . T DH 11.3 . DH 118 . . DH 12 5 . DH 11,5 . aJ ro r-- 1..0 <;;j (\j - 0 ~ 0 0\.2 _ '-. : 2J-~ ~A~ \ ( G Z Kd U r ~<" i ~~ Ii ~ ~. DH'(O'5 '. I I I I I I I I I I I I \ \ \ \ , \ '- '" ' '-- '-- DH.O " \ " DH 119 ,! 'l~D IJ I I r 2 . DH 409 -.-- DH 8,1 . DH 416 . DH 8'2 . DH 8,3 . "> "0 Kd DH 120 . \ J -<1&1 T RA I L DH 422 . ----- 001 x. 3,223,500 --~---- ) DH 429 . ~o ,1 001 DH 414 -. --1 I ----- DH 415 . Kd DH 121 . --- Borner Dam '> 60 DH 9 3 . DH 9,4 . DH 12,6 DH 11,6 DH 8,4 \ . . QH 10'6 DH 9,5 . ----.." - _ _ _'~ . __- _ DH 8.5 =:--~-- ~~~-_._- --- \,,--~.:=-.:=:::::~--__---::::::::::::-::::. ~GENERAL OUTLINE OF - - - - _ _ <- -:: CONCRETE SECTION --.......-......'" " \ \ \ ..:. r t.l, 7720 0 3 o G ~ EXPLANATION (CONTINUED FROM DWG.3B2-D-BOOA) SOIL AKD ROCK HARDNESS HARmlESS AS USED IN EXPLANATION AND GEOLOGIC LOGS 1. Not used 2. SOFT: Tm..b can be inserted to knuckle, granular materials cruah down completely and easily to individual grains. 3. FIRM: In-place material can be thumb printed when moist. 4, C<JO>ACT: (equals Hard in cohesive soUs terminology) Cannot be thu.b rT"inted. Beginning of csentation. Granular IIWlterials can be crushed in fingers, but may contain cmented aggregates difficult or impossible to crush in fingers. Inchniee clay ceaented material, which should be noted, POORLY CDlENTED OR POORLY INDURATED: Does not break down or soften in water. Very difficult, or bapo8sible to crush in fittgllh'a t but edgee can be scraped or cruab,l ~, and grains rubbed off _11y by hand. 5, 6, CDlEMTED OR INDURATED: Grains can be scraped off W1.t:n fingernaU or knife blade. One-half inch h..,ps can be crushed with pliers, and there is a tendency for material to crush to powder. Nx core in l2-inch lengths can be broken in hands. WELL CD!EIlTED OR WELL INDURATED: Only l.....,s """,Her than 1/2 inch can be broken in pliers. When crwmed there is a diatinct tendency to break down to angular chips rather than individual grains. HARD: Can be broken down to grains with a tt...ner t but does not \~ 7, 8, I>.P 3041 " NOTE Complete logs of all exploration ore included In these specIfications, follOWing the draWings Cross-Section A-A(Part 2lshown on DWQ,382O()-803 Cross-Sectiun C-C ond D-D shown Dwq.382-D-809 Cross-Section E-E snown on Dwg, 382-0-810. 1\ P 3069 r o tJ.AP,eAP In-place MOIsture DeterminatIon Holes (AP 3012 thru 3058), drilled With a 4" diameter power auger. No detailed log prepared ^ -~A Sta 5/+7795" I DH.6 I _J +~.,"~ A P 3039 Kd so () SO I j III1I1I11 I SCALE OF FEET AP 3040 " ~?2-~l:.'i:' -;~I-i-i(lLE5 ~)H-.I3--I-'rHHl)U;..t8."OH9-1 rHHU OH9-5,DHIQ-/ .<- .JJ IHI,'I) nHI:l'.'.O,UHIi" THRU f!hli-6,OH1i'-1 TIIHUI?-IQ DHlj-1 o "." ~ l ,,'<v IIH .' ;'>, OH 14 I l/fIi'U OH 14 7, B ABANOONt__O Oil !VEL L HOLE ---~~ ~~YS T1l1n'~ SAfETY - UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION FRYINGPAN - ARKANSAS PROJECT-COLORADO 001 PUEBLO DA M LOCATION OF EXPLORATION AND SURFACE GEOLOGY JI ',~: [r 'I;} I e", ~;.,.' [' W --j '\Jo l(1( 2~B f-~i-\ ,:.-,n'IO'f~ ',I t" "',) ,ur " ': \ I \; \ ;J I 100 1 SUS....TTED #~~., _;.MK __RECOMMENDED_;:R._R~_~~ ,...._~.-,~__ _>.l. ) - "';PPROVED ~_"->>_ _ q. ..._...~___ ACT CHIf:~,f:NG"'G, GI!:O ~S'ON L.O.C TRACE,- CHECKED DENVER, COLORADO, ,JANUARY 20, /970 382-0-80 I I OVERLAY (>t(I/;> ;>')-71)