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A <br />69701 <br />69601 <br />69501 <br />69401 <br />69301 <br />0 <br />Lj <br />C <br />POND 004 PLAN VIEW <br />SCALE <br />NY 0 50? 100, <br />CONTOUR INTERVAL IFT. <br />a <br />CHANNEL WIDTH = 17 <br />MAX. WATER ELEVATION 6947.6' (10-YEAR 24-HOUR) <br />SCREENED CAGE <br />B) <br />STAGE <br />(FT.) <br />6954 <br />POND 004 <br />TOT. CAP. <br />(AC.-FT.) <br />DESCRIPTION <br />6952 <br />0.0 <br />EXISTING <br />z 6950 <br />BOTTOM OF POND <br />GROUND <br />2.0 <br />LD <br />0.24 <br />LL <br />4.0 <br />6950 <br />z <br />6942 <br />0 <br />2 <br />3.80 <br />< <br />6944 <br />8.0 <br />2.076 <br />W 6948 <br />is <br />6946 <br />10.0 <br />MAX. WATER ELEVATION 6947.6' (10-YEAR 24-HOUR) <br />SCREENED CAGE <br />B) <br />STAGE <br />(FT.) <br />6954 <br />POND 004 <br />TOT. CAP. <br />(AC.-FT.) <br />DESCRIPTION <br />6952 <br />0.0 <br />EXISTING <br />0100 <br />BOTTOM OF POND <br />GROUND <br />2.0 <br />0.304 <br />0.24 <br />LL <br />4.0 <br />6950 <br />z <br />6942 <br />0 <br />2 <br />3.80 <br />< <br />6944 <br />8.0 <br />2.076 <br />7.36 <br />6946 <br />10.0 <br />2.864 <br />12.14 <br />6948 <br />1110 <br />3.184 <br />6946 <br />PRINCIPAL SPILLWAY <br />DISTANCE (FT) <br />CROSS-SECTION B-BI <br />HORIZONTAL SCALE <br />0 3' r <br />VERTICAL SCALE <br />0 1.6 3' <br />8" PRINCIPAL SPILLWAY <br />PRINCIPAL SPILLWAY <br />EMERGENCY SPILLWAY <br />6948' <br />EMBANKMENT-------- <br />6950' ---� <br />8' PLASTIC STRAIGHT PIPE <br />694T <br />DISTANCE (FT.) <br />CROSS-SECTION A-Ag <br />HORIZONTAL SCALE <br />0 5' IT <br />ER� <br />VERTICAL SCALE <br />0 5. IV <br />mm!mmoimm� <br />ELEV. <br />(FT.-MSL) <br />STAGE <br />(FT.) <br />AREA <br />(ACRES) <br />POND 004 <br />TOT. CAP. <br />(AC.-FT.) <br />DESCRIPTION <br />6936 <br />0.0 <br />0.011 <br />0100 <br />BOTTOM OF POND <br />6938 <br />2.0 <br />0.304 <br />0.24 <br />6940 <br />4.0 <br />0,877 <br />1.41 <br />6942 <br />6.0 <br />1.473 <br />3.80 <br />6944 <br />8.0 <br />2.076 <br />7.36 <br />6946 <br />10.0 <br />2.864 <br />12.14 <br />6947 <br />1110 <br />3.184 <br />15.16 <br />PRINCIPAL SPILLWAY <br />6948 <br />12.0 <br />3,494 <br />18.50 <br />EMERGENCY SPILLWAY <br />6950 <br />14,0 <br />3.970 <br />25.94 <br />TOP OF EMBANKMENT <br />A2 <br />1 1 6970 <br />6960 <br />z <br />0 <br />6950 > <br />W <br />6940 <br />6930 <br />los <br />37382 <br />PRoFrssloNAL aGINEms s TA mma r <br />/ Robert J. ShevAng, state that the changes <br />in revision TR-39 (dated 61051 were prepared <br />under my supervision and a// Information presented <br />hereon is true and correct to the best of my <br />knowledget a47d Antarmation. <br />il 113 1 O'�� 1\-� %; <br />Date RoberY J,Shev11hg, CO P.E-. 37382 <br />NOTE: SEE EXHIBIT 17-12 FOR ORIGINAL AS-BUILT CERTIFICATION <br />