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Emergency <br /> No Name # 2 Spillway <br /> Elev. = 6366.0 <br /> No Name # 2 Spillway Profile <br /> Co cret Pa 0 0 0 <br /> 0 O 0 0 0 <br /> I� 0 0 O 0 <br /> Q0 O O C-0 <br /> 6370 Qu Qu n11 <br /> 6370 <br /> Spillway Profile C-0 <br /> op of Embankment EI_evJ636-0 6365 6365 <br /> O <br /> r % 6360 6360 <br /> ev ea 0 + 00 0 + 10 0 + 20 0 + 30 0 + 40 0 + 50 <br /> Principal <br /> Spillway <br /> Elev. - 6364.7 No Name # 2 Stage - Storage <br /> LL 20 <br /> U <br /> Q <br /> C 15 <br /> N <br /> 10 <br /> O <br /> 5 <br /> O <br /> 0_ <br /> 1 2 3 4 S 6 7 8 9 10 11 12 <br /> Stage Height in Feet <br /> lo <br /> BY CONTOURS, ASBUILT POND CAPACITY IS 19,05 AC, FT. Revision Bete By BescApt n TRAPPER MINING INC. <br /> PR9 2/22/18 SIN As-Built <br /> TR-131 5/26/22 WTC No Name#2 Spillway Modification TRAPPER MINE CRAIG, CO. <br /> PR11 7126122 WTC No Name#2"As-Built"Spillway Modification <br /> PROFESSIONAL ENGINEER'S CERTIFICATION No Name Pond # 2 <br /> I,Tonia M Perkins,a registered Professional Engineer "As-Built" <br /> in the State of Colorado,certify that this drawing has been <br /> reviewed by me,and the pond and embankment configuration SCALE Spillway Modification <br /> is true and correct to the best of my knowledge and information. <br /> Date 0 100' 200' <br /> SCALES 1' = 100' <br /> DRAWN BY- WTC Sheet 1 of 1 <br /> Tonia M.Perkins,CO PE No.43864 <br /> DATES 7/26/2022 <br /> *•.ao.r <br />