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<br /> \ Us 6 s 2e Glenwood spry° (s M IT
<br /> t
<br /> Gonol to E,rberf Riven' -
<br /> e r / 1 \ ` MaxWS.ff 9889,
<br /> / rn 9, NW.SEE.9M"' E/9890 -Crest ofdam El.9895 P
<br /> S GAR L M7S/TE t
<br /> Dike 'Da so .,\ i j e Keo e Fa/!p/ay
<br /> O °
<br /> ♦ Bowe ' / \� l __ - —
<br /> ><n , - _ -Dam embankment I P A R K
<br /> 39 9rtonJor \ � - _ a-y- N/ax.TW. f/ 9T39 (�=200r7 CfS Inv/N LAKES t4wtsn£
<br /> 9900 / I- J ------ Orryma/ yrourrd surface E/.9722.5, g; S P`
<br /> 9 ✓ \ \ \; Pipe coNars _ _ ,
<br /> a
<br /> 1
<br /> ;• -Ex/Sh/ly dam of - '----------- ---- ��/
<br /> C� AlStdhn bas \ ' 9T E /
<br /> ail � 9 , \ ,� ��-Transll7an•fra»9'-0•/Qp/pe--- ----- - -- --��6 _ �- _ '>cHAE
<br /> - p1p b -_.- - " p,oe - G U N?..y IfjCMONT p9MJlTE
<br /> Cl 10 T-6'/D e - 7=6 /D /Y/onofiN71C concrete / -
<br /> DAMS)TE L
<br /> j , a °,° 4/ / , / _ �•iR `� PROFILE ON OF SPl( LWAV CONDUIT o e 3'Riprap ecue tirsu
<br /> 't / OA
<br /> 000 o logo tom s000 Y,
<br /> rexor� '
<br /> LOCATION OF D/K oo -�<%�, --T- , '" I ���` t of sp/llway-,y} ♦` I
<br /> •I -! I �Of r//{YC! Are✓i5w UH,vt3/7E
<br /> 0' - i r<-- I5'0"--r iP y., B 1
<br /> h _ -- On fna/ rnundsurface-> 9
<br /> �\ ; Did I 1 I -N/ax.W.S.El 9889 Origi7la/ round surface-, �
<br /> --
<br /> t' ! �� _ 03
<br /> _Tirrshraek EL 9%47 � I - I S¢Ouache We.+k/i
<br /> IJ •
<br /> - ' - --- G U C
<br /> -- -_—y+' _ -/2"T e dram f✓e/vw E�9800 O-�— - - \
<br /> ' li.r 9a. _ 88E/9879' - __ - _- -_ <♦ � �; � - S A A H E t
<br /> E/9 N.WS,E/9880 1 -
<br /> I I `1 -
<br /> of ;/C i --- - `•-- �V {--' �_:-Y _:_ 1__ �A'tlpr. -Q' �O ` g72-
<br /> _ - — - , -- -Hoist house= -- - - - - f w I o„ ra/v
<br /> EL 9B6fS ------- -Ut�f kl GRAN DE
<br /> /Y/ Of G a//
<br /> k, ; _ / o `CREST El.5895.0 -fIx/S of dam �- �ErG„>a a ���#
<br /> _.- SP/LLWRY SECT70N B B
<br /> , _ SP/LLWi9Y SECTION A-A `y
<br /> LOCATION MAP
<br /> i
<br /> f dam
<br /> �, ✓ - _�- - -L-� -_ --- nc '�—;-�•� , - ---'- Ho f House Crcrf EL 9895
<br /> rs
<br /> N.W.S.Et.9BBo - --
<br /> .. WS(.�rIO/,ri/../7/.�7
<br /> On /real round surface �'
<br /> Trashrork Sfirxtune g q
<br /> I6afe Chambei / 9779 v&977elc
<br /> AI W S Fl 7B/ f60"HJ!/A/ve_E/
<br /> 9 -
<br /> ' — ---��- � � �\ / �`� _ °- �`: � - .9'0'Ora Conduit -
<br /> - ---- --- -�- -96'O/a.0u//ef pipe
<br /> _--- 7 - r - to r -- -!//ve house
<br /> _ - -�-i >- i �`R/pnyp co✓ered 9b o R Nof�:CufoffCO/krrs 13'-0 Dia NS.COndurl
<br /> I/mper�rousbkrnket \ �j n0/-shown 96'RfGnfe= s4.;
<br /> - -- _
<br /> abo✓e E/9790.0
<br /> t'I :: ilij ♦ - I - --.-_1�1 _ ...-_ % I i Ia0' _ PROFILE ON t OF OUTLET CO IT RESERVOIR
<br /> AREA /N"HUNDREDS OF A6RES •a.
<br /> - -
<br /> II Riprop coremd Imper- -- t----- r�/ --- --- --- - --- 1 / of 0 2 4 6 e 10 /z falkv r6 b
<br /> f I ,o,,blanketob wR-9 O.0'-
<br /> ?0
<br /> -_ \\\ ,Y I
<br /> NDU
<br /> ;k -p/l/W�a[ TR7.SIlft7dC \ .. _ r ` 9 ORfS R✓O 40% APAcG/OTY/�THOUOOSAN�O /40RE/6.0
<br /> 9D 5.
<br /> I OUTLET CONDUIT 0
<br /> _� Tirrsh/zrck StrucfUre
<br /> E/.9780 \ i l3'-0-DIA. HORSESHOE SECTION SP'
<br /> OUTLET CONDUIT
<br /> " / / '�. -�O /mpervious b/ankef--- ,� y/ \� / \\♦ 9'-O" D/A. SECTION
<br /> 4--Ax/s of dam ,r {Max ws E/.9889 �, _- Crest E/9895 ; _ ,( ° 0^dp
<br /> N WS.El,9880 _ ♦ c�° e
<br /> c eo �_`\ � // -. � � i / \ - ,'i - . .:,�; � ` 'C�icach3l.remi;oer✓sous f/// ,� 5e t � �e 9 r,
<br /> 1 � Comoa'cted semipevrour{lh '"`Q�.{i �r
<br /> A JExl5finy Ya/re hnure \ l D - -
<br /> 'Present CF&/D X fZ� rao -` �r abbe yf �Q
<br /> / l ' . I' a(% Compad��-�;`Q ♦� ti �.E. Dead 5-fa-o C e/9Te/
<br /> Ex/,hn out/£i .,, �. / 1 /V'//npervious blanket 3• J 979
<br /> o
<br /> _. lr y / / --- rmp f✓rous` fi!/,I `ems S-._971 -
<br /> -- .,
<br /> s 97
<br /> • I00 O /a0 200 300 �' ' _ f I--2•j (-Toe dro'in Z / ` 9760 0 8 ;2 /6 20 24 28 -32 "'6
<br /> TS• I I I I I I �° ,�, / \� \ - Stnppinq 20' I
<br /> SCALE IN FEET � \0'� nl "1� � - SPILLWAY D/SCNARGE/N HUNOREOS OF C.FS. I ��
<br /> ..- Of CUtOtfT/•enEh�I /00•- O 2 t 4 i 6 E /O QE /4 .FJ.
<br /> I OUT.ET D SCHAR6E /N HUND DS OF C
<br /> { GENERAL PLAN MAXIMUM SECTION 0 4 a' zo z4 zs 32 36
<br /> D/YERSION D/SCHARGE/N HUNDREDS OF CF.J
<br /> AREA -CAPACITY-DISCHARGE CURVES M j
<br /> 9950
<br /> 9950 - r.
<br /> - UNITED JTATES -
<br /> DEPARTMENT OF THE INTERIOR
<br /> Crest of dam E/9895-- Max W S R. 9889-a 9900
<br /> BUREAU OF RECLAMATION
<br /> -
<br /> e9a0 /V,W.S. EI. 9880-;r GUNNISOBUREAU OF R PROJECT-CDLORADO
<br /> _-
<br /> Z 9aso BasD Z SUGAR LOAF DAM
<br /> Origmo/ground surface °
<br /> Spil/way Gondu/t /-Lake Forfc /9rkansas River _ 9800 a Nofe: Thrs des/gn !s of a very prehm/nary nolure ROUGH PRELIM/NARY EMAMI-E DRAW/NG `
<br /> 9Boo Ouffef conduit ! W
<br /> W ` ,, because of lack of beta/%d /reformation concern-
<br /> k--Morainal material - 7 O/ -- `
<br /> W
<br /> 97J0 - E 97`O /rlg foundation ar7d c0/IStrGCh0r/ malenals• 0„AWN:__ It,; 3UBM1TrED:-----_------
<br /> --Mora/nal matena/- --_-- _
<br /> II ate:depth to bedrock unknown ti TRACED: __RECOMMENO[D:---_—_---- fi♦ �s
<br /> { 9700 9 ND
<br /> ',. CO '/9 /B /7 /6 /5 /4 /3 /2 STATION // IV 9 8 7 6 S 4 3 2 1 0 CHCCKED:_Y•3�Ve_—__APPROVED:-
<br /> G2 z!
<br /> PROF/LE ON AXIS OF DAM N LORADO. JAN22//947 382 D /8
<br /> I
<br /> 32
<br />
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