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0. <br />w <br />m <br />z <br />U <br />w <br />O <br />a <br />w <br />J <br />LL <br />0 <br />¢ <br />U <br />0 <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7424.0' <br />7450.00 BOTTOM WIDTH = 10' <br />7440.00 <br />H <br />7430.00 <br />z <br />O <br />F- <br />> 7420.00 <br />w <br />w <br />7410.00 <br />7400.00 <br />0 <br />TOP OF EMBANKMENT <br />ELEV. 7426.0' <br />1AIIIITU - 191 AAIAI <br />PLAN VIEW <br />SCALE <br />40' 0 40' 80' <br />CONTOUR INTERVAL 2FT. <br />7460 <br />745C <br />7440 <br />7430 <br />LL <br />7420 <br />LU <br />w 7410 <br />7400 <br />7390 <br />7380 <br />ANTI - VORTEX <br />BAFFLE P' <br />ANTI-V( <br />STEEL <br />TRASH R <br />a vmr <br />12" CORRUGATED METAL PIPE RISER <br />WITH 900 ELBOW WELDED TO IT. <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />YOAST <br />AREA <br />(ACRES) <br />STOCK POND <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7410 <br />0.0 <br />0.090 <br />0.00 <br />BOTTOM OF POND <br />7412 <br />2.0 <br />0.135 <br />0.22 <br />7424.0' ELEV. 7426.0' <br />7414 <br />4.0 <br />0.186 <br />0.54 <br />Issued for TR -24 <br />7416 <br />6.0 <br />i <br />0.97 <br />7418 <br />8.0 <br />0.306 <br />1.52 <br />DESIGN BY <br />7420 <br />10.0 <br />0.375 <br />2.20 <br />7421.5 <br />11.5 <br />0.431 <br />2.80 <br />PRINCIPAL SPILLWAY <br />7422 <br />12.0 <br />0.451 <br />3.02 <br />DRAWING No. <br />13 -5B <br />7424 <br />14.0 <br />0.534 <br />4.01 <br />EMERGENCY SPILLWAY <br />7426 <br />16.0 <br />0.629 <br />5.17 <br />TOP OF EMBANKMENT <br />\ \ <br />\ <br />BOTTOM OF POND <br />- <br />ELEV. 7410.0' <br />ANIT -SEEP <br />COLLAR <br />MIN <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7424.0' <br />7450.00 BOTTOM WIDTH = 10' <br />7440.00 <br />H <br />7430.00 <br />z <br />O <br />F- <br />> 7420.00 <br />w <br />w <br />7410.00 <br />7400.00 <br />0 <br />TOP OF EMBANKMENT <br />ELEV. 7426.0' <br />1AIIIITU - 191 AAIAI <br />PLAN VIEW <br />SCALE <br />40' 0 40' 80' <br />CONTOUR INTERVAL 2FT. <br />7460 <br />745C <br />7440 <br />7430 <br />LL <br />7420 <br />LU <br />w 7410 <br />7400 <br />7390 <br />7380 <br />ANTI - VORTEX <br />BAFFLE P' <br />ANTI-V( <br />STEEL <br />TRASH R <br />a vmr <br />12" CORRUGATED METAL PIPE RISER <br />WITH 900 ELBOW WELDED TO IT. <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />YOAST <br />AREA <br />(ACRES) <br />STOCK POND <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7410 <br />0.0 <br />0.090 <br />0.00 <br />BOTTOM OF POND <br />7412 <br />2.0 <br />0.135 <br />0.22 <br />7424.0' ELEV. 7426.0' <br />7414 <br />4.0 <br />0.186 <br />0.54 <br />Issued for TR -24 <br />7416 <br />6.0 <br />0.242 <br />0.97 <br />7418 <br />8.0 <br />0.306 <br />1.52 <br />DESIGN BY <br />7420 <br />10.0 <br />0.375 <br />2.20 <br />7421.5 <br />11.5 <br />0.431 <br />2.80 <br />PRINCIPAL SPILLWAY <br />7422 <br />12.0 <br />0.451 <br />3.02 <br />DRAWING No. <br />13 -5B <br />7424 <br />14.0 <br />0.534 <br />4.01 <br />EMERGENCY SPILLWAY <br />7426 <br />16.0 <br />0.629 <br />5.17 <br />TOP OF EMBANKMENT <br />\ \ <br />NOTE: EMBANKMENT CREST AND OUTSLOPES REVEGETATED WITH <br />APPROVED TEMPORARY GRASS SEED MIX, <br />` <br />\ <br />- - - - - - - - - - - - - - - - - - / ---------------- <br />12" CMP <br />ORIGINAL GROUND <br />1 <br />EMERGENCY <br />SPILLWAY TOP OF EMBANKMENT <br />TR -24 Responses <br />- <br />INVERT ELEV. <br />7424.0' ELEV. 7426.0' <br />T Leidich <br />_ <br />BOTTOM WIDTH <br />10' WIDTH 15' MIN. <br />Issued for TR -24 <br />09103 <br />PRINCIPAL SPILLWAY 12" CMP RISER <br />TLeidich <br />JJames <br />WITH TRASH SCREEN INVERT ELEV. 7421.5' <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />R SIGNED BY D <br />ORIGINAL GROUND <br />SENEC,4 <br />Coal Company <br />PROJECT. <br />YOAST <br />----- - - - - -- <br />3 <br />12" CMP <br />l Z <br />M W H 3f2j0q <br />Sheet 10f 1 Sheets <br />(SLOPE 11 %) <br />DRAWING No. <br />13 -5B <br />ANTI -SEEP <br />COLLAR <br />\ \ <br />\ <br />BOTTOM OF POND <br />- <br />ELEV. 7410.0' <br />ANIT -SEEP <br />COLLAR <br />0 <br />1UU cuu <br />100 <br />zuu <br />DISTANCE (FT,) <br />SECTION B -B' <br />SCALE <br />20' 0 20' 40' <br />HORIZONTAL & VERTICAL <br />DISTANCE (FT1 <br />SECTION A -A' <br />SCALE <br />20' 0 20' 40' <br />HORIZONTAL & VERTICAL <br />JVV <br />PROFESS IONAL ENGINEER'S STA TEMENT <br />/ Thomas E. Leidich, state that this drawing <br />was prepared under my supervision and c�((�'p111i01j+n„ <br />the information presented hereon is truo�, \\ R (G/SlF <br />and correct to the best of my know /e�' : <rP F,o.:� and information. 14 <br />4= a_. <br />Date Thomas E. Leidich, CO P. E. <br />�LLnnunma"` "� <br />- - -- <br />- - - - - - - - - - - - - - - - - - / ---------------- <br />12" CMP <br />ORIGINAL GROUND <br />100 <br />zuu <br />DISTANCE (FT,) <br />SECTION B -B' <br />SCALE <br />20' 0 20' 40' <br />HORIZONTAL & VERTICAL <br />DISTANCE (FT1 <br />SECTION A -A' <br />SCALE <br />20' 0 20' 40' <br />HORIZONTAL & VERTICAL <br />JVV <br />PROFESS IONAL ENGINEER'S STA TEMENT <br />/ Thomas E. Leidich, state that this drawing <br />was prepared under my supervision and c�((�'p111i01j+n„ <br />the information presented hereon is truo�, \\ R (G/SlF <br />and correct to the best of my know /e�' : <rP F,o.:� and information. 14 <br />4= a_. <br />Date Thomas E. Leidich, CO P. E. <br />�LLnnunma"` "� <br />TR -24 Responses <br />12103 <br />T Leidich <br />T Leidich <br />T Leidich <br />0 <br />Issued for TR -24 <br />09103 <br />TLeidich <br />TLeidich <br />JJames <br />REV <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />R SIGNED BY D <br />SENEC,4 <br />Coal Company <br />PROJECT. <br />YOAST <br />DRAWING TITLE, <br />POND 011 A <br />l Z <br />M W H 3f2j0q <br />Sheet 10f 1 Sheets <br />SCALE: <br />As Shown <br />DRAWING No. <br />13 -5B <br />