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<br />1 NO. 5 DAM SEEPWATER DISCHARGE STRUCTURE <br />PLAN VIEW <br />0 3 6 9 <br />Scale in Feet <br />931 <br />DIAMOND PLATE <br />J6 . <br />i <br />J?? J ??,17c <br />101-01, <br />- 30'-0" <br />GROUT RIPRAP <br />IN TOP 10' <br />1'-0" <br />I III II <br />I III II <br />I III II <br />I III II <br />I II II <br />I I II <br />24" HDPE <br />DISCHARGE FROM <br />i PUMP STATION <br />Y2"X4'2" HILTI KWIK BOLT II <br />(TYP 6) <br />10,700.0' - <br />i ? 411 <br />10,699.0' <br />T-0" NOTE: REINFORCE STRUCTURE W/ #5 REBAR 12" O.C.E.W. <br />i <br />i <br />i <br />6, <br />FIELD LOCATE <br />6" ADEKA <br />KBA-1510FP <br />r L If WATERSTOP T <br />V-6" <br />DIKE SLOPE <br />(BEYOND) <br />r- 56' <br />10,685'-VARIES- dnair_n <br />(POND FLOOR) au=m-n?i? / <br />MIRIFI 18ON <br />FILTER FABRIC <br />12" D. RIPRAP <br />262 14" 90' / <br />HDPE ELBOW J <br />r <br />14" HDPE FLANGE ADAPTER USE FLOW FILL TO BED PIPE fOR <br />233 AND BACKING RING 20' LONG SECTION UNDER CREST OF DAM. <br />(TYP 2) <br />149 <br />20'-0" <br />FLOW <br />271 <br />14" ELECTROFUSION <br />COUPLING <br />(FIELD LOCATE) <br /> DAM SEEPWATER DISCHARGE STRUCTURE <br />N n <br /> O.5 <br /> SECr10N s-14 <br /> 0 3 6 9 <br /> Scale in Feet <br /> DMVanG RO. REMRER This drawing together wdh Ns pama electronic media file rm. care sunE er am. BV RWSwRs <br /> is th property ofW W Meals, 6 Ass-ales. orVea Q soma s- ow R.a.reb,UMao, aedry <br />w wive-tee orceWed.orwpomeaeanrwrdtenagreemmt RECORD Z <br />Z <br />W wNh hedientlisted in the We bktlc Itahm'aadm he DRAWING N Q IIQN1 DC 9MM R-0m w . <br />W erpra:: c«waionrr?w d shW net be reproduced -pact, <br />w <br />LL <br />W nor wed formryother grtpose than for Much d is DATE: 112101 a Q <br /> speafiuNy hmisMa Mhuotgr prior mWen consent of <br /> said W. W. Wheeler d A-ates Q <br />FR. Recent Rema BY D.a - J W. W. W6aIW aed IWOdates, II <br />R DeS? Climax Sludge Management Project -? UJoberResouross ftineers <br />u.s Dawn sws zm climax Mire <br />Dived Pa CLIENT: Climax Molybdenum Co. -Climax, CO <br />Plan and Sections As Noted I <br />#3 Dam Seepwater Pump System Veeawid <br />Dramnn No. <br />R,?mm #5 Dam Seepwater Discharge Structure 1051.2D3PS-S-14 <br /> <br />11n,?11 <br />l <br />Jr1J <br />TOE OF FORM I' DEEP <br />DIKE RIPRAP CHANNEL <br />r 4" LIME LINES <br />I FROM STP <br />I ?l n n <br />- 6'-0" ' ' I I <br />2'2, I III I <br />6 1105 <br />14" HDPE <br />y- III - - - - - - - - - - (EXTEND FROM EXISTING) <br />- 72'-3" III -------------------------- <br />FEN: :_:.? - - ---------I r r- <br />--`I= 4,-6' <br />I III II <br />- -- -------- - - - - - - - --------------------------- <br />h r---- FLOW <br />I I II II <br />I III II <br />1 1 1 <br />6" 3" <br />I Illll <br />-p" VII <br />N 23015.6 <br />2.0' E 2367.6 I <br />20'0" II II <br />BERM <br />CREST VII <br />I I