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<br />" , - _ \ I ^ i 9300 TE TEST NOTE D-1! .TEST HOLE D-19
<br />ST HOLE D-11 ' TEST IgLE D-02
<br />•' _ -/ EL CV 6491 9 ELEV {2{x.6 EL[V. 6Y93A ELEV 64)6.0'
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<br />G•CX1 ~
<br />_ ~ CmPO RLTIf d Rqy rO M]J b•'•
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<br />` NCa16• '
<br />6290 I
<br />xnoflee- [I,nu, na -rt
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<br />""`'~'' ` /\ - ~ r x x.aO;fb V .eN.LU PROPyBFO,PIPE$ 6295 4DO. Te
<br />_ \ _` /~~"/ ~ s Nw3 [d [INN eD{ 2-6d •d3 CMW Ll•3B
<br />\ SP ,~ ______ •xwf «e [cYL,eo4 ST'Ld«-INV.0x6~.0 PI .30
<br />1 \~~ ~~ \ i ~ ~_ 9 f n.0f ]S[ [I I~ NNp ~1 ~ N 2l/12t J0 1
<br />.. ~\ 1.. 1 / i ~ Ni11 roEI~CGW3 M' I /
<br />' _ - ~ \ • ~ \• ~ A I I ~\' 6290 ]0/2 22n3
<br />:,\ \T/ / ~ 62pp.. \ ~ Km~n[ fn.cPir oVn[i OO.ios
<br />/ \ N.d O%e C ,•N,]]l. NpIYM JYXf fK(i f.Oq
<br />c~Xw34wv (iw«y.. ~~1 IY/I3
<br />~ ~~ _ _ I _ .
<br />4 ~ 6380 O~_N[=«[.y If 4[.f !9 L~pN[40 (.
<br />\ovrLrt [(N[R%nPU I [ wf e>vo t N4.w ~ / 6265 I wL=i~.S
<br />~ ~~ c FW NI (8 1 I' «ao «z.: [~[u •s f ' w I Do nzo.9
<br />1\ ~I`c I I c n.%[ns [ [N nf/ Li~2T 65 5]/12
<br />. ~. pCO AC.FT _ 1 - `'~~ (a. aLO(.nX \ PI q2
<br />.. - \ ~:\ W 9. ELEV._ ~ _ /IJI s ]3/13
<br />\ 6294A0' d 1 1 ' yb,~ / 0.. \\ 00 6280 6.E. 2]/12
<br />/ ~TLCT fi1MC xt=Id]
<br />' ~ ~ \ ull II! II SY/~~ X \\ e.~ 61)/123.5 K ~2.Y
<br />L ~ \ 300 X66
<br />I ' 6275 Bfi/12 LL•35
<br />' /~ \\ ~, 1 ~ ~ W 295 ~ PL 19 26/12
<br />_ 1 / -200.8[1 BB/Il
<br />~P ~ , A ~ ~~ O~ ~ III ° fieuLlu L }9R ~ ~ 1 j ~ ~ ~ ~ PI .~0 50/J 1 DD•IJ01
<br />.. ~KKU[«]+ c o [ Cpx~ -300 5)6
<br />E r ~ na' %p[b s~ I It 62TD •1 19/11
<br />~ L/..[q f. II
<br />j a\\\~~ ~ ~~~+....~.-~ I e~l~ DRY 1
<br />/. ~~~. /' ['~1R 6/1/60 90/1 ', 2O/12
<br />of SO/12
<br />, ~ ~ ~ ~~~ I ~,,°..Ef ,zo'1.~'i. o•. I 'i I I N~T:K 1 [6265 w~izo.z i~ilr6o
<br />` _ /.YxI11NY \ IRLLL ` __ I 1 1 ' I~ _
<br />MllwryE-e[E RuxltlMV I I II II ~ Cti
<br />[h c.dx ,n( errxru¢ p[~~~mp why
<br />f ~ (A•ffYb ~,I. I I 86/6
<br />• n 6260
<br />.. ~ ~ + I ' ~'~ I ~ 50/R 30/9
<br />- ~ YJ ~ SsnTwnv Wnv[ Wn Oflv
<br />I,~ 6/1]/60
<br />I I I ~ a Q e i<•xooD' 1~ a f.,Po po'~p nsne' 6255
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<br />FBI I I]I,I%f [ 1%~y'
<br />1 ~ I I z•zs'd` vn'•:' uc. rw u+'6250
<br />PLAN TEST HOLE'LOG
<br />• ~ FRESH DATER POpD N0.7 ~ FRESHWATER POND N0.1
<br />SCA1 E+i'- 3'
<br /> 6.IC
<br /> 6300
<br /> 6290
<br /> 6260
<br /> 62]0
<br /> 6260
<br />
<br /> 6250
<br />
<br />-
<br />GRADE BR
<br />AN-$TATI STA
<br />OISO Q w14 a
<br />OUTLET STR
<br />TORE-
<br />GRAD[ dRE
<br />N STATION N IB.c6
<br />
<br />__ -_
<br />DOWNS
<br />TREAM iDE
<br />CONETRUCT
<br />0 CREST EL
<br />V 6300.5 6TpilOY 3 100
<br />EMERGENCY
<br />DISCHARGE
<br /> __ __ _ __ __ 1_ EPILLWAT- ELEV 63945 (H.S GAGE
<br /> -. \ FINALC ESi ELEV 99.5 f19.5 GEI IL I ~ ~~~ -
<br /> T ' WATER SURFACE - ELEV 6294. (Id.D Gp E) 2
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<br /> ` \\ E '/
<br /> \ Y~ EXIG LNG
<br />PROF LE ~ /
<br /> \ ~V TR
<br />W pM TO
<br />- E 0
<br /> ` S L
<br />E V. 6280.
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<br />~ __ + TEST
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<br /> D-13
<br /> --' C OF DFp N
<br /> TEST
<br /> ' MOLE 5 0 D 5 0 10 0
<br /> D-12
<br /> S CALE IN FEE T
<br /> iE T
<br /> MOLE
<br /> p-19
<br />I+00
<br />1 .,
<br />- plE( rxn ~ ET la[N~Rro~ D[xRlliloN
<br />0100 1:00
<br />6310 LEGEND '
<br /> L7]
<br />hL
<br />•I TOPSOIL, SOFT, DARN BROWN, CLAYEY TO SILTY,
<br />I
<br />6300 ® "CLAY ICL
<br />ECI 6ANDY WITH FREQUENT BEDflOCN FRA6MENR ROUGHLY STRATIFIED,
<br />MEDIUM VLpS~IC FINES, STlfi TO MARO WITH CEPTH, MJ6Y TO SLIGHTLY
<br />R
<br /> M06i. GHOWN, G
<br />ADER i0 CLAYEY BANG.
<br />I
<br /> © PLABT ICLI'INEBGHSTMF~BELOW TQ°SOIL TO MdRDE WITR ~pT1~M015i TMOEDIUM
<br />6290 SLIGHTLY MDISt, BROWN.
<br /> ® 54ND p1UGMVEL (SG-GCI CLAYEY, COBBLE 10 BOULDER SRE BEDgOCN
<br />FRWMENT
<br />S, RggNLY BTiSAiIiIED, MEONM OENBE ltl DE1SE, BROWN.
<br /> I
<br />6280 F1~ UNDIBTUR9E0 DRIVE BAMPLE THE 10/12 INOICATE6 THAT q 6LOW OF A 140
<br /> 1.1 LB. HPMMfER FALLING 30 INCHES WERE REWIgED 1D CHIVE iNf SAMPLER 121NCHE5.
<br /> 1
<br />RJ
<br />~/ UNDISTUg3ED SHEL6Y TUBE BAMPLE.
<br />6270 ~ 05TWBE9 6ULN SAMPLE,
<br />
<br />6260 WC a W4TEP LCMENT P/J ~,
<br /> DO • DRY OEAS1/TY 1 p.c.l) ~,
<br />•
<br /> -200+ PEPCENT Iry1551NG H0. 20051EVE:
<br />
<br />625 LL IgVID LIk.IT N41
<br />I
<br />O PI + PLASTICITY INDEX PN I
<br />2100 3100 4100 5k00 6100 UL = UNCONFIN£11D COfIPRESSIVE STRENGTH (p i.l.) ;
<br />PROFILE I l NP. Nx,PLAB:~L.
<br />FRESHWATER POND NO. I c 1FOR ACOITgNpL BYMBOLS SEE SHEEI c-OOS)
<br />DLSIOMED MWG ',;~ .~~,',~ MOUNT GUNNISON I EDALE HOR12.-h W,
<br />o` ____G_U_NNISON COUNTY, COLORADO PLAN AND PROFILE Y`"T-1+1
<br />DRAWN GNM _
<br />FILE H0.
<br />oNLDNED MWG MERRICK AND COMPANY ARCO Coal Company O FRESHWATER POND NO. I PROKCT N0.
<br />DENVER COIpRAN DI•f•1wML1YnIbMMM[ON1[~p I (Fyy # I~ MG-02-04
<br />AIPROYLD X01 ~;' -` PROJECT NO 103-3316 '
<br />DPF
<br />;RVTION DLTE 12/10/80 _ .'L::_~` "' fU6MITT[D AAROYfO ~ ORCW~XO. REY PMB
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