Laserfiche WebLink
, Reservoir Area Capacity Curve <br />�o <br />1 a�� <br />8885 <br />8880 <br />� S[O <br />8875 <br />� 8870 <br />' m 8865 <br />w <br />8860 <br />' 8855 <br />8850 <br />8845 <br />0 <br />' <br />, <br />eas� <br />' 8886 <br />1 sas� <br />z <br />0 <br />K <br />d 8876 <br />w <br />, 8871 <br />6866 <br />, 8861 <br />0 <br />� <br />8869.5 <br />1 8889.0 <br />8888.5 <br />, 8888.0 <br />� c <br />' � � 8687.5 <br />0 <br />w <br />�n asazo <br />� 8686.5 <br />, � .. .. .. . . . . <br />��-�� 8866A . <br />' � <br />N 8885.5 <br />o � <br />� <br />rc <br />g <br />W ORI1YiH(iNO. <br />, '� W <br />��' Z <br />a W <br />� � <br />w <br />� w <br />' �� <br />Low-Level Outlet Works Discharge Curve <br />ao <br />Dam C est EI. 8889.0 <br />25 <br />For Head H > 3 <br />Q=-.0172H + 1.27 1 H+ 7.263 <br />zo <br />� <br />15 = <br />70 <br />For ead 0< H<_ 3 <br />Q=O. 05H <br />5 <br />0 <br />S 10 15 20 25 30 <br />Discharge�cfs) <br />Emerge�cy Spillway Discharge Curve <br />Dam Crest EI. 8889.0 <br />Eme e Ilwa E1.8685.5 NHWLEI.88850 <br />rage Capa ' <br />Surfa e Area <br />Ou let Invert EI. 88 1.0 <br />50 700 150 200 250 300 35D <br />Storage Capadly (Acre-Feet) <br />Area Capaciry <br />Elevation Area Volume Elevation Area Volume <br />(n) U«esl I,vea) (al �� la«es) (a«e-u) <br />8848 0.0 0.0 886g 12.5 26.3 <br />8849 0.0 0.0 8870 72.7 38.9 <br />8850 0.1 0.1 8871 12.9 57.7 <br />8851 0.1 0.1 8872 13.1 64.8 <br />8852 0.2 0.3 8873 13.3 77.8 <br />8853 0.3 0.5 8674 13,5 912 <br />8654 0.4 0.8 8675 13.7 104.8 <br />8855 0.5 1.2 8876 13.9 118.6 <br />5856 0.6 1.8 8877 14.1 132.6 <br />8857 0.7 2.4 8878 14.3 146.8 <br />8858 0.8 �.2 8879 14.5 1872 <br />8859 1.0 4.0 8880 74.7 175.8 <br />8860 1.1 5.1 8881 14.9 190.6 <br />8861 12 62 8882 75.1 205.6 <br />8862 1.4 7.5 868J 15.4 220.9 <br />8863 1.5 9.0 8684 15.6 236.3 <br />8864 1.7 10.6 8685 16.1 2522 <br />8865 1.9 12.4 8886 17.0 266.8 <br />8866 2.0 14.4 8687 17.3 285.9 <br />8867 22 16.5 8888 17.5 303.4 <br />8868 2.4 18.8 8689 17.8 321.0 <br />Low Level OuUet Works Discharge <br />Elevation Head Q Elevation Head Q <br />(n) � (n) l�) M) m) (as) <br />8861 0 0.0 8676 75 22.8 <br />8862 1 32 8877 16 23.6 <br />8863 2 6.6 8878 17 24.3 <br />8864 3 10.2 8879 18 24.8 <br />8865 4 12.4 8880 19 25.6 <br />8866 5 13.6 8881 20 262 <br />8867 6 14.6 8882 21 26.8 <br />8868 7 15.7 6883 22 27.3 <br />8869 8 16.7 8864 23 27.8 <br />8870 9 17.7 8885 24 26.2 <br />8671 10 16.6 8886 25 28.7 <br />8872 ii 79.5 8867 26 29.7 <br />8873 12 20.4 8888 27 29.4 <br />8674 13 21.3 8889 28 29.8 <br />8875 14 22.1 <br />a.o Emergency Spiiiway Discharge <br />Dam rest EI. 8889.0 Elevation Head fl <br />3.5 <br />(fl) lRl 1�1 <br />WEIR 6885.5 0.00 0.0 <br />CONTROL <br />3.0 8866.0 0.50 3.7 <br />ForH dH21.0 <br />Q=-2.2714H 18.834H - 5.55 8686.5 �.00 �0.7 <br />Z 5 PIPE INLET 8887.0 7.50 18.0 <br />CONTROL 8887 5 2.00 23.4 <br />� 8888.0 2.50 27.0 <br />2.0 °m gggg,5 3.00 30.1 <br />x <br />8689.0 3.50 32.9 <br />�s <br />1.0 <br />For Head 0 H<_ 1.0 <br />_. . . ...._� __ __._. . . _ _.._ ._._ _ .. _ . _._. . . <br />Q=6.6H 4.1H _ _ _ - <br />0.5 <br />0 <br />5 70 15 20 <br />Discharge (cts� <br />R6ERENCE <br />� <br />0 <br />Y <br />m <br />DRAWING INDEX <br />SHEET N0. TITLE <br />1 COVER SHEET <br />2 DRAWING INDEX AND RATING CURVES <br />3 PRE-CONSTRUCTION SITE PLAN <br />4 OVERALL SITE PLAN <br />5 BORING LOCATION PLAN <br />6 GEOLOGY PLAN CROSS SECTIONS <br />7 BORROW AREA PLAN <br />8 BORROW AREA SECTIONS <br />9 EXCAVATION PLAN <br />10 EMBANKMEM PLAN AND PROFILE <br />11 EMBANKMENT SECTIONS <br />12 DRAIN AND CREST DETAILS <br />13 SPILLWAY AND OUTLET WORKS - PLAN VIEW <br />14 LOW LEVEL OUTLET CONDUIT - PROFILE AND DETAILS <br />15 LOW LEVEL OUTLET INTAKE STRUCTURE - DETAIIS <br />16 LOW LEVEL OUTLET- GATE STEM AND OPERATOR DETAILS <br />17 EMERGENCY SPILLWAY PROFILE AND SECTIONS <br />18 EMERGENCY SPILLWAY INTAKE STRUCTURE - DETAILS <br />19 WET WELL SPILLWAY TOWER STRUCTURE - DETAILS <br />20 BAFFLED OUTLET ENERGY DISSIPATOR - DETAILS <br />21 RESERVOIR FILL L�NE PROFILE AND DETAILS <br />22 WETLAND SHELF SECTIONS <br />23 MISCELLANEOUS DETAILS <br />Service Spillway Discharge Curve <br />c <br />2 9 <br />x <br />8889.5 <br />8889 o Dam Crest EI. 88 9.0 <br />8888s <br />8888.0 <br />F r Head H> 4 <br />Q = -0.33 H + 4.1445 + 3.6408 <br />8887.5 <br />8887.0 <br />5886.5 <br />5886. <br />F r Head 0< 5 0.4 <br />Q 7.371 H +8. 7H Emerge cy Spillway I. 8885.5 <br />8885.5 <br />8885.0 <br />8884.5 <br />i <br />0 <br />Service Spillway Discharge <br />Elevation Head Q <br />(k� (k) (cfs) <br />sass.o o.o o.o <br />88852 0.2 2.1 <br />8885.4 0.4 4.8 <br />8885.6 0.6 5.8 <br />8885.8 0.8 6.7 <br />8886.0 1.0 7.5 <br />88862 1.2 8.2 <br />8886.4 1.4 8.9 <br />8886.6 1.6 9.5 <br />888G.8 1.8 10.1 <br />8887.0 2.0 10.6 <br />8887.2 2.2 11.2 <br />8887.d 2.4 11.7 <br />8887.6 2.6 12.1 <br />8887.8 2.8 12.6 <br />8888.0 3.0 13.0 <br />88881 3.2 13.5 <br />8888.4 3.4 13.9 <br />8888.6 3.6 14.3 <br />8888.8 3.8 14.7 <br />25 30 35 0 2 4 6 8 10 12 14 16 8889.0 4.0 15.0 <br />Discharge (ds) <br />This drewirg toqetAel wiTh ds pereM elecfronic meda file �� �� ��' �� BY �a++� File RewN Record By DeM �. � W. W. �Ni�tf 011d AKO(�6i� �1K. <br />lStl1BP/D(1BIfy07W.W.Whee/Bl6ASSOCIBfeS,NdB53 � 1Wl32010 DBL SMM ISSUEUFORSEOAPPROVAL pnu�ynpen Desipn � a'10 ZieglerReservoir -� ub�a���e,y�� <br />1 <br />v Snowmess ViNage. CA �"" °01 <br />z�. ar <br />anerwiseexceP�ed,asuPeneaeaay»,irraneyreemen �SSUED Z � �� � �� CLIENT: SnowmassWaterandSanitatio�DisUict <br />x�rn rm aiem �ia�ed �n ure exm a�oac rc is runianaa a, rne 0 Q �°*,� a� s�n ima <br />Fot� v , Ziegler Reservoir Enlargement ��. SHEET <br />express condRion thef A ahaN irot be reProdwetl, copieC. Q <br />�ro.us�drwenranerPupose�nenro.wnicn�rrs REVIEW � Q � ZieglerDam 1�257.04 2of23 <br />iro <br />s�,.,�;s,�,�,�w�,���a��,��, o , � C 1966 <br />,a <br />� W W �� rgA ��� B3 � I Spillway & Reservoir Rating Curves ,ys Nme� o: <br />� <br />