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WSP tIS3S <br /> _. R.16W. RASW. RWW. Stonelr R.IOW R.9W f <br /> n O e <br /> 8 yp n <br /> i •Axisofdam. g yr r r T.SGN. <br /> � . <br /> (7- <br /> 3'Rbck riProR 30' Crest EL 80085 (Dolores ct Rockwood �W <br /> Normal WS.El 1'Rock riprop. °°�`m o 1 C N T.37N.we. Libanon �o� uton R• �ti <br /> Slope 3:F / Slope 2:1. eoz \\\W o W Arriob <br /> e c WEB R R 1 <br /> N 'gym G Le P to <br /> Cut-off trench.-----'-��'"t Shale: `Toe drain. <br /> TYPICAL SE <br /> CTION DAM NOS.2 AND 4 ~ <br /> ,5 °o mw T.sGN. <br /> 90 — f¢ p aneos <br /> ' mm <br /> DAM No.l a ,O r o __- O/� MESA ERDE Haaperus Durango <br /> o: s 2 a• NAT'L.PARK <br /> -? a—a- `_a• —a F <br /> ~ ~ -=�- - ---- -Excavate to EL 79995;' SCALE OF MILES <br /> -Axis ofdam rr <br /> 3'Rock riprop.•.•, 30 t•Crest£L 800es Cut- ff renc . --Crest. ' VICINITY MAP <br /> Normal WS.El.8000,5 SPILLWAY <br /> Rock riprop <br /> CAPACITY-THOUSAND ACRE FEET <br /> Slope ?� Slope 80200 I 2 3 4 5 6 l 8 9 10 <br /> Slo 2:1. 0 AREA - AC 150 200 250 <br /> �- 10 <br /> _ � CAPACITY <br /> L.Ut-Off WpII "t - -a;= BO2 o tP.l7 N 1 <br /> t:F-' Shale:= 4briable Y to 8' Toe drain. o a go <br /> ao <br /> 5'Min 10'Mox-' ro b T.P.IB r 70 <br /> TYPICAL SECTION DAM No.3 so <br /> a 40 OUTLET <br /> 8'Droin tile. P 3o <br /> to <br /> to <br /> * * 1890 0 I z 3 4 b <br /> 0 o OUTLET DISCHARGE - HUNDRED C.F.S. <br /> MAO•NO. 2 .�G * o SPILLWAY DISCHARGE - THOUSAND C.F.S. # <br /> I <br /> �r acf a AREA-CAPAC/TY-D/SCHARGE-CURVE3 i <br /> Axis of dam:•-.� <br /> • �p� Crest EL 80085 <br /> ' CJ <br /> � Normal W.S EL8000.5•• <br /> n PLAN R — 4 <br /> . r m o o.• roo zoo soo 400 soo 3' Ockriprop rA <br /> O. SCALE OF FEET -- �o. •-Dumped rock till. <br /> �ry:Randclayembankment <br /> $ o =Pto9'Siltsandyclayorlimeyclay, Cut-off wall a <br /> hale. with limestonepebblesorboulders Crest EL8008s Spillway 5'Min l0'Max ' -to'- Variable l'to9' 'Stripping Toe drain:= <br /> �� FMancos s 1 <br /> n I <br /> $ -Outlet conduit. 2'to4'SandyCIO. Mini Ma depth:--j Sandstoneorshole. <br /> DAM Na>! __ - Cut o a- Carboniferous shale EL 8000b TYPICAL SE <br /> N D No.l <br /> ff trench 7s <br /> 7` ota sa <br /> ' <br /> - =a_r,•_ Dakota sandston w•$.ofSandstone h bs _ TI M e. ` � CAC 0 A <br /> & F -- 97O___ 9gy%' bUtlet ChOnnel CO c w t Dakota sandstone. o o So <br /> "7 mpa t it s It 50 <br /> SO/xtStOnet' ,� Y SCALE OF FEET <br /> PROFILE ON or AXIS OF DAM Na 1 3 =" <br /> SPILLWAY CREST <br /> EL 7980- <br /> WEAER RESERVOIR r 2 �' �'� Sandstone <br /> --Sandstone.-41 <br /> EL 7965 y \ 1! - a �"r r /f/• ti' Q:: <br /> SECTION OF OUTLET <br /> - - ` <br /> 9 <br /> �Q CHANNEL FOR OLD LAKE <br /> Axisofdam:•- •.b-•.•• <br /> � SECTION C-C I o s ro <br /> �•" - r '-_ \�� --- Si Crest EL 80A45• SCALE OF FEET <br /> SECTION A-A <br /> \ ^n --;-P--t- SECTION 8-8 <br /> \ --- �+ NOTE <br /> To�tee with U..SG.S B.M in townot <br /> �� '�� ` \� f —•- - ERIOR <br /> Mancos,these elevations should allREAU OF DEPARTMENT OF THE ATOM <br /> +- ' �L •/ _ _ - ` � ��. be increased 4L22 ft. WESTERN SLOPE SURVEYS <br /> B"Drain tile.-' —ssr - ° MANGOS PROJECT-COLORADO <br /> Troshrackstructure. , , -7 WEBER RESERVOIR DAMS <br /> - .Gate chamber Q ° ;dlalve house. <br /> ;1 El7907.5-•• i:� �� Orrglnalgrougdsurface . - C PAELIMINAAY EST/MATE DRAWING 3 <br /> DAM Na4 - --y. - ---; %'- ,Br µ ti 7TDro.Horseshoe conduit. <br /> c <br /> p <br /> 3 3-o ---------------- <br /> pressure Concrete• „ EL 789oO R m DRAWN,-- P.N:0.C.S SUBMITTED _uJ s <br /> of pressure condurt. A '24 15 Cut Off rI M, 71 <br /> 2 a collars®20'crs m, M '- -24'Dia. `2 Z4•Dia.Steel pipes. t a �J v TRACED:- P.HN R -------------- <br /> _.: 2 �Ar,n <br /> o GO 100 Dakota sandstone.-- N gate valves Dakota sandstone:•'. (Valve El..7872.0-{�; C ) CNECKED etra¢_�_APPROVED-___ _ _ - ------- <br /> \` 9CALE'-OF FEET / 1-I8"Needle valves.'I' C OENVER,COLORADO. APRIL 1, lsaz 254-D-99 •�• <br /> PROFILE ON T OF OUTLET CONDUITIDEVELOPEO) Sto.s*7i 1 <br /> 30 <br />