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LAFARGE EDGE OF EXISTING DEPARTMENT OF ENERGY <br /> CLAY PIT <br /> / ,, PROPOSED <br /> • <br /> • ><. END OF <br /> / • .... 1 <br /> COMBINED <br /> C E� <br /> _ . . TtB�� 191= 1 �1�00- 22 23+00 c • / 1 <br /> _ ',6 <br /> aww. <br /> ��ll <br /> ��. _ `~ —__ ! ..� i-�.�� —_. — '..t <br /> 11 <br /> ,. <br /> / <br /> f 1/ I I +/tiI// --- I EDGE OF EXISTING SURGE • ND <br /> 1 /I PROPOSED DROP STOP LOG STYLE FLOW <br /> • <br /> STRUCTURE SPUTTER <br /> �I ''. POND (TYPICAL) • <br /> 43+35 <br /> / �mm ! -_ _ �I u CLAY PIT <br /> 1 A `JI BESTWAY-CHURCH-MCKAY TINIG DIS <br /> °I 11ICI <br /> 118111 sac AND "1. <br /> LAKEWOODRICK�TILE <br /> E pr y_ i <br /> I ,� �, - . <br /> STOCKPILE <br /> / <br /> III AREA <br /> I <br /> II. <br /> Ii, II <br /> `•� 3' BERM TOP WIDTH, 18- TALL 3:1 TIE-IN IN CUT <br /> l I I! MIN, ALONG ROADS AND WHERE <br /> MINE VEHICLES HAVE ACCESS <br /> 21 FT FREEBOARD IN FILL S' BERM & 3' TOP WIDTH <br /> TO EXISTING <br /> Ii II I GROUND OR TOP— MAXIMUM FLOW RATES: <br /> n MIN 18• TALL BERM OF PLACED Fla <br /> LAKEWOODBRICK • MCKAY DITCH DECREE 302.6 CFS <br /> = j'' WHERE NEEDED • CHURCH DITCH DECREE 18.1 CFS <br /> TILE S S' FLOW , <br /> COMBINED DESIGN FLOW 120.7 CFS <br /> DEPTH 4'-0- MIN, <br /> IISLOPES/ �ir <br /> O O.SX SLOPE <br /> FLOWRATE OF 120.7 CFS <br /> 111.;11ill'Ilill''111 <br /> WITH VELOCITY <5 FPS <br /> 1 : 4 WIDTH HT <br /> :��Illf! TYPICAL COMBINED DITCH SECTION1 ID IMP I <br /> e u <br /> f. II PROPOSED DROP <br /> e <br /> i � STRUCTURE <br /> �� (TYPICAL) <br /> / _I 11 <br /> ISI <br /> D.O.W. i <br /> a <br /> , •I1 ISI <br /> Iti hilt <br /> II <br /> r lit 1 <br /> / ' l 1 . <br /> I <br /> ANTICIPATED PROJECT PHASING <br /> 1,,I. <br /> ll <br /> 1 WESTERN SEGMENT 0+00 TO 15+00 COMM DITCH, MODIFY BERM <br /> 2 <br /> 11 <br /> I SPUTTER <br /> 3 CENTRAL SEGMENT 15+00 TO 29+00 FILL CLAY SEGMENT 29+00 TO 44+00 DITCH, UPPIIT, PIPIE NG, ROADWAY <br /> 4 II i N DITpi <br /> :pill, <br /> ill, PR TOPOSED E%i u�MENTS/ <br /> ,� IP COMBINED A <br /> }IdII --'DITCHES <br /> 4l'. <br /> � �/ • <br /> ✓, / <br /> 5�i11!NO lt BESTWAY CONCRETE COMPANY <br /> i <br /> 'C� RVISIOIIS CMURCHV R MCKAY DITCHDEAILS RELOCATIONS I <br /> ��" OVERALL PLAN AND DETAILS <br /> 1 D mIWNN CQWlNTS W1311IOIC 323 RR StRK <br /> 2 GRG1 C"QH al"VITS 07/2013 O_C P,0. ...660 FnGr_ck,CD B0.S31 <br /> 1� CIVIL RES'�URCES,LLC <br /> D1 R/ 3 Pelt DAL l Ki1WAY 03/2911 AIR 303 833 1416(p)303 633 MO 1n <br /> OVERALL PROJECT MAP _ DEWED In 3olNa 9Wc <br /> �Y SCALE — 9AAwxer. CNC DA l: A3R2011 DESIGN.DWG <br /> M�� 1' 200' c VC AL. scuel A31A® 31391L011 2 of 8 , <br />