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<br />~~ <br /> <br />ID.Bi <br /> I <br /> ~ NHWSl = 10,717.5' (SPLlWAY CREST 10,726' TO 10,728' <br /> - - <br /> I - <br />10.700--1 10.705' ~ <br /> 'r~ cb <br /> 51 AGE 2 CONSTRUCTION IS <br /> 10,675' '41 / INDICA TED BY SHADED AREA <br /> "- . / I <br /> '1-'~ I <br /> , 10,650' <br /> . <br /> ),64: I '0, @ <br /> ~ CD I ,., <br /> ~ @ ~ <br /> ! <br /> -" - / <br />1O,6~ -- , /.. ..~. <br /> ~ <br /> \ <br /> j I CD GlACIAL DEPOSITS CONSISTING 0: . ."-.. 3-rOOT Imin.) T..CK <br /> j SLTY TO CLAYEY, SANOY GRAVEL, DRAJNA.C-r BLANKET <br /> GlACIAL DEPOSITS CONSISTING or \.. . -< COBBLES AND BOULOCRS CONSTRUCTED BElOW <br /> SLTY TO ClAYEY. SANOY GRAVEL, <br /> COBBUS Atl) BOULDERS ~ L.? illV A T'ON 10,630' <br /> .. CUTorr AT SU. 15+50 rROM COMI.4ENC:NG 120 rEEl <br /> DOWNSTREAM Of <br /> 5: AS-BULT DRAWN(; llf4-3D STAGE 1 DAM AXIS <br /> , - r-"r..1--- . <br /> I SANDSTONE. ~OURA TED SHA.lE, <br /> LIMESTONE, DOlOMITE AND <br /> QUARTZ MONZONITE BEDROCK <br />10,500 - I i I <br /> 0 100 200 300 400 500 600 <br /> ARBITRARY HOR!ZONT AL DISTANCE <br /> * <br /> EXISTNG DAM ZONES AS DESIGNED ~------ EX/STNG D....M ZONES AS CONSTRUCTED <br /> 25 0 25 50 <br /> ZOI'€ CD CLAYEY SAND At4) SLTY SAM), GRAVEllY. SCALE'I- rEET ZONE <D' <%l a..AYEY SAND Aht) 5LTY SAND, GRAVEllY, <br /> ZQN[S <%> &. <d> RAP'()OIr.l ru COMPRlSEO or SlJGHTl Y sa... TY ZONE aJ RAr-oow ru C0t.4PRrSED Of SlIGHTLY SL TY <br /> TO et.... YEY AND SL TY SAN[), GRAVEL, COBBlES. TO CLAYEY AND sn...TY SAr-D. GRAVEL. COBBlES, <br /> BOUlDERS AND DEGRADED SANDSTONE, Bou..OERS AND DEGRAO([l SANDSTONE, <br /> AND tHRUSIVE IGNEOUS BEDROCK. AND JN1RlJSIVE IGNEOUS BEDROCK. <br /> * BASED ON CONSTRUCTION REPORTS ANC ISOlA TED <br /> SUBSURFACE EXPlORATION BELOW uPSTREAM SlOP[ <br /> SlAU:CT TO ruRTHER [V AlUA 110N <br />~- <br /> - <br />92-220.10 Kumar & Associates DAM NO. 4 PROPOSED EAGLE PARK RESERVOIR SECTION OF EXISTING DAM NO. 4 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />i <br />700 <br /> <br />FIG. 5 <br />