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pwo~nres pF cAnp ei Pn 1 ~~30C - <br />cooeolNATes of RApms PO r+1s <br />' V03,i619 E op6,J330M1 Ol>B] E I, 0a6,3>' \ 1 <br />AN 4 <br />B~n4N,P319 El. f,]]S9 a-~0]BB EI. 5aii <br />>,B3>9 4{~, 4166 <br />O~N a039iB6 e i, a369 aOJiS] i ao6~36i <br />•' 00],55] 5 - 446 a iS9 O <br />,B]B p r ~ ~ ~ + 18 ~ 1 6296 - <br />-Y 403,5]80 {6,Jfiie <br />H xa0],5il.t E 1, a6,J2i0 Q Q <br />y~j ~ N <br />N <br />- __ ---~ ~ 6290 - <br />A~ ~_ D-228_ _ 6300 ~~ / <br />_ ___ _ <br />flf)w LINE OF i0E DRdIN / 0 I /~ ~ - - - - - 6285 - <br />6 PEPF PIPE ~ % ~ -~ _ \ <br />~r 6300 <br />/ / -_ <br />~; ~ <br />-~-' - / ~ ~ / ~ - 6290 <br />- / I,~I~I ~ M. B. a1 -~, ~ 6zRD- <br />I ~ tl-'-I 1 ~I, <br />Ig.02' 4C. FT. I o ~ 40~ 13 <br />h tl I V f YPI <br />6TA.3+00 li W 5. ELEV. I ~ ° ~ I ' A~ <br />I ~ ,B 630294 d~°~" 12C 62 T5 - <br />C 2 DiB 1 <br />` 1 ~' `s. R I tl p I I I i a~~ I j-'sTDPM PIPE ENEPCr aasIPATOP <br />~ ~'~~_I ~~ ~~~ I I p 41 ___ _ <br />6"NONFERF. PVG~~ n ~I <br />~~ u I ~ I tl ~ PPOPOSEO PIPE 310 OF 42'0 cMP <br />\ / a'nERF PV'pEWdi6Rlh6 6270 - <br />` ~ \\\~ SYSTEM \_~__ __ <br />DRAIN IXl1 LET ~~ ~ / . <br />rv MEAWIALL WITn ~9'D NCP' \\ ~ \ - ~~~~ <br />6'FLAP VALVE \i`i 0 ~_ - - I "e /~j 6265 - <br />_ 6j / ~ ~ tip' vv~~~hhh _ _ -- / <br />/ \ "~~ _ T ~~_ Si>Of165 EMEPCENCY DISCHAPGE <br />L~ / \ q~ ~ ~~~ \_- -- --1- -I e6 SPILLWAY -ELf V. 630294 <br />v_ y1 DNTLET ~, 8 - 6z6o - <br />\ I j/~~ ~/n/' sreucrukE ~ I of o / <br />/,I{~ -__~I ~-_._ V - - ~ ~'~~ 1 ~ ~ ~~L~0~0 DIP ~ ~~~ ~ ~ <br />~ I ~ P -~q ~(\\~ ~ ~-~ ~ ~ / -ES i0 SE LOP..SEC.9 <br />! i - _ 2 BB E I 1 _ _ ~ N8D°0308~W -I IT2.55 6255 - <br />$~ ~ ~- I ~~~~ ~ ~~ / b STp.0+00 <br />o~ PLAN ~a 6zso - <br />„~ a0 F RUNOFF POND~N0.1 .oD <br />~I <br />TEST HOLE~O-1 TEST HOLE 0@ TEST HOLE D-3 TEST HOLE 020 TEST HOLE D-21 TEST HOLE D-22 <br />ELEV. 6292. ELEV 6299.) ELEV 628T.9 ELEV 6291 9 ELEV 6292.3 ELEV 6291.2 <br /> J/12 <br /> WC=22 <br /> DD=9S ] <br /> -2W:' T 36/12 <br /> LL=98 -200=83 <br /> PI=28 LL=39 2 <br />/12 <br /> 16/12 1 <br />;pl°I1 3092 <br /> IS/12 WC=2.3.3 <br /> WL=1B pp=1061 We=19.1 <br />I C0=10 0 UC:6100 CD=1033 <br />' UG 96]0 -200=]0 <br /> LL=38 <br /> ~ 21/12 01:21 <br /> NL=22.5 UC:6]80 <br /> ~ 31/12 OD :102 5 <br /> 200:9] 20/12 32/12 <br /> LL-45 <br /> P1:22 <br />I 40/12 <br /> ~" WC=16.5 <br /> 29/12 pp =103.] <br /> 50/12 I , -200=56 <br /> WC= 119 G LL=2] <br /> U=12;5 P1=13 <br /> r -20°'IT <br /> LL=3< <br /> Pl:t9i 92/12 <br /> 21/9 35/12 <br /> 44/12 <br /> 5/12 <br /> / 39/12 53/10 <br /> WC=19 2 <br /> 99/12 DD=IIO.T <br /> PR Y <br /> F/ IT/90 <br /> 50/6 <br /> x2/12 <br /> we=1o z oa r <br /> OR V 6/ P/BO <br /> 6/ IT/BC <br />21/12 <br />26/12 <br />23/12 <br />yJ/12 <br /> TEST HOLE LOG <br /> <br />I P.UP!OFF POND N0. I <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> UNDISTURBED SHELBt SAMPLE. <br /> <br /> <br /> <br /> -200: PERCENT MSSING NO 200 SIEVE ~, <br /> LL : LIQUID LIMIT (Y.) ; <br /> PI = PLdSTILITY INDE%(YJy <br /> <br />"'"' 4 ~ --- - --- - <br /> EMERGENC O.SCnp RGE SPILLWAY- ELEV 6302. 4 ~ m <br /> H < GRADE BFEd -Sid.]435 <br />6310 GRADE BREAK-Sid. 0405 O N :ONSIttUp EO ",REST E EV.-6309.0 <br /> -_ -- - <br />~_- --- -- <br /> <br />`~ <br />- I _ <br />i <br />IOY <br />20 HR 5TOR - <br />FINAL --- <br />CREST ELE - <br />.6308.0 (18. _ <br />GAGEI _ - -_ <br /> <br />i <br />~ <br /> '~- 2 <br />.~ ... .. WAT R SUFFpCE ELEV. 6302 99 (12.99 G .EI I i <br />~ <br />6300 I _ <br />'~--_ _ <br />~ _, <br />MAxIMUM E0IMENT ELE .6299]8 O .TB GAGEI ~~ '~j "' <br /> ~ _ <br /> SEGI ENT CLEAN UT ELEV <br />62 ]6(06 <br />]6 E) <br /> I ~ I . . <br /> _ <br />T\ _ ` MINE ATER STORA EINORMAL - .T9L Y3290. DOWNST <br />_ REAM TOE ~___ f' i <br /> - __ ELEV 291.05101. SGAGE) - <br />- - ~ _ <br />,_ ~ <br />6290 ____ _ ___ _ __ <br /> _~ <br /> ~ <br />5280 <br />FL OF <br />RAIN <br /> <br />~ <br /> - - <br /> 5 0 O 5 0 ID O <br /> TEST LEST TEST TEST TEST TEST <br /> HOLE HOLE HOLE HOLE HOLE HCLE S LPLE W FEE T <br />62]0 D-20 D-3 D-I - D-2 0-21 p-22 <br />626P - <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~ <br /> <br /> <br /> <br /> <br /> <br /> <br />- 63zo LEGEND <br />~ TOPSOIL, SOFT, DARK BROW N, CLAYEY i0 SILTY. <br />6310 <br />© CLAY (CLI SLIGHTLY SANDY TO SANDY, SCATTERED ROCK iRAGMENTS, MEDIUM <br />PLISiIC FIIJES, STIPF BELOW TOPSOIL TO NgflO WITH DEPTH, MOISL TO <br />I SLIGHTLY MOIST, BROWN. <br />6300 <br />UIJUSTURBEO DRIVE SAMPLE. THE SYMBOL 10/12 INDILpiES THAT 10 BLOWS OF A 140 <br />p LB. HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SdMPLEP 12 INCHES <br />6290 I ~ , <br />6280 DISTLWBEp BULK SAMPLE. <br />We = WATER CONTENT (Yd ; <br />62]0 Dp= ORT DENSRY (p.al. p, <br />6260 Uc -~ UNCONFINED COMPRESSIVE STR N T <br />~•~~ v.w 1rw [hOU 3400 9+00 <br />PROFILE <br />RUNOFF POND N0.1 <br />p6s6Nm <br />MWG <br />DR/IWN GNM <br />CHECKED MWG <br />APPROVCD ~-- <br />D4F <br />MTF !Y CXK APP pE6LRIPTION E DATE BY CHN NP DLSCRIPTION DATE 12/10/80 <br />1 - E G N Ips.l.l; / <br />5+00 61-00 Ti00 Bh00 NP= NONPLASTIL. .[YGf, t,TJT <br />MOUNT GUNNISON <br />. GUNNISON_COUNTY, COLORADO PLAN 8tl PROFILE <br />MERRICK AND COMPANY ARCO Coal Company Zi <br />DENVER, COLORADO DM....f.r..NMYf..N9....,. RUNOFF POND N0.1 <br />Pmjed Np 103 -3 316 0 ~~ ~ #I/ <br />SUBMITTED APPROYFO <br />X <br />SCALE HORIZ.-I"•50 <br />VERY.- I": 10~ <br />FILE N0. <br />P110JELT NO. <br />MG-02-:1 <br />DRAWING M0~ REV PAGE <br />C-006 91 <br />