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g <br /> a 70 <br /> --o — _ I 470 <br /> —eea <br /> 566 15 - 16 GA. ALUMINUM OUTLET PIPE —`-"-666 <br /> 1:5 SLOPE WITH HOODED INLET AND ANTI-SEEP COLLAR - 40 IF _ - <br /> EXISTING GROUND <br /> 662 111, <br /> 'a4' ANTI-SEEP COLLAR NORMAL POOL 640 <br /> 4 <br /> 15 LF FROM H000ED INLET- ;,; ____6z_-- —. - – -- 66D <br /> I:5 SLOPE ` a� <br /> 0 <br /> a ���I —, ase g <br /> ■raI�.� X1:5 SLOPE <br /> f, 1:3 SLOPE—1:3 SLOPEF as. <br /> aSZlip �,"• .632. it <br /> ri e€ <br /> RR3 RIPRAP ON I _:41, <br /> t:a'" <br /> 4oz NON–WOVEN —� <br /> GEOTEXTILE FABRICIIII C a W tW <br /> 22 SY . .' —._ . —646 <br /> —646 tel/ b ` <br /> ew °D=_X @ <br /> CORE TRENCH i8 S! TS y :A IS 6177 R3 KI '1S X4d7 Z y <br /> CONTRACTOR SHALL EXCAVATE 0 � SI :1' =i al i STr-! <br /> TO CLAY MATERIAL AND BACKFILL WITH b.n 0.m 0.m aw l.fe 0,m 0,00 5.00 a.a ..m Hao 5.m 5.3a 6.00 ..a .3;c <br /> COMPACTED CLAY MATERIAL IN LIFTS STATION <br /> Z STATION1:1 SIDE SLOPES MIN. • <br /> PROFILE OF FI OWP ATH <br /> SO <br /> H0102I0AL SCALE:1•_30' <br /> WRACK SCALE 1"-S a. <br /> 0 2 <br /> EXISTING GROUND Z <br /> Ellcc <br /> �-� co a <br /> GM■ _. 0 N ~Q <br /> U <br /> M <br /> N. MIIIIIIIIIWA <br /> 1:5 MAX SLOPE d ? W <br /> • 6TOP OF 58.0 BERM --Armin C <br /> a . w -.MM. <br /> g <br /> III1 <br /> OVERFLOW swALE <br /> ■ <br /> ss. 111.•r 657.5 <br /> ■ 1' ■ DATE: 318/2025 <br /> SCALE. <br /> 1111; i ■ DRAWN BY. TXW <br /> CHECKED EW XXX <br /> 51A1104 DWG:ala-0ui10 H POP <br /> SHEET NO <br /> i CROSS SECTION THROUGH DAM BASELINE C2 <br /> I <br /> LEC 118 a 24225 <br /> 4wA.400.4.1404..4.24-0•4444.041.4-A 04442424 <br />