Laserfiche WebLink
i <br />r� <br />UD <br />N <br />0 <br />00 <br />_ n <br />li <br />n <br />N <br />w <br />in <br />9 <br />J <br />- N <br />U <br />i <br />P a9w V V .1.ZZ <br />��4 T <br />6182-- <br />6188- �--�• /r,r/ r1� ♦\ <br />/ r <br />6176 / <br />6t72� <br />617 <br />616 \ v r <br />6,64 <br />6161 <br />INSTALL TYPE 'M" RIP -RAP 616 <br />20' % 10' x 24' DEEP ON <br />FILTER FABRIC (MIRAFI <br />OR EQUAL) <br />6, r� — <br />61a8 <br />6tA2 -- ' 614 <br />s138 <br />DRAINAGE AND <br />CONTROL <br />ER'O S I QN <br />P LA N <br />PLACE CHECK DAMS ALONG <br />CHANNEL EVERY 50 MAX. ti do e <br />^~n�o ral0 +'v O QI <+ ► y0 ^b0 ^►b \►� `b1 \b0 r ♦y9 ^'y6 ^'s �; 'h0 6�0 6 ^'l6 ete �^• ♦ N 1° _ -�. \ <br />��f e <br />06 0 114 <br />id 1 i \ 1)? <br />f0 <br />7108 <br />/ 610s <br />104 <br />098 <br />r <br />1 <br />/ / ; / / <br />I ✓ / <br />, <br />(IV S1 <br />3 IN <br />.8 P<1 0 = <br />6136— <br />6132 2 <br />+ 1 \ 4 /0 <br />40.24 ACRES ab v <br />ASIN OUND Y.--/ <br />elf <br />s7J <br />\ <br />61 _\ <br />1 <br />6152- � � \ <br />5154 ---�` •. \ \. � <br />, <br />615a \ ',` +,� 89'59 {42" E <br />Alm, `.. 1.\ \ ` '' \ I 1321.59' <br />AA <br />m 116 <br />�o <br />'1 — p — rO <br />t 1 \0� <br />J Own <br />F <br />.1 <br />V INSTALL TYPE RIP -RAP <br />40' % 15' % 24" ' DEEP ON <br />FILTER FABRIC (MIRAFI 140N <br />OR EQUAL) <br />' 092 <br />090 <br />oer <br />5E 2 % <br />ACS a�(/ <br />4 <br />� � INS <br />rO B TTOM OF <br />I PND =80 <br />�, <br />°es <br />LG <br />oM om <br />4 <br />. o <br />I <br />E =65.0 <br />i <br />INSTALL TYPE "L" RIP -RAP <br />'% 2.5' % 18" DEEP ON <br />LTER FABRIC (MIRAFI 140N <br />0 EQUAL) <br />i <br />100 -TEAR FLOODPLAIN <br />HECK C <br />ENO POINTS 'A' <br />MUST BE HICHEI <br />THAN FLOW LINE <br />L POINT 'B" y <br />TAILS <br />'a, <br />R <br />ES <br />M) <br />WATER <br />iOT <br />I <br />O STRAW BALE DIKE <br />I <br />RFCEI \ /ED <br />i.' SCALE: 1" =100' <br />BAR = 1 INCH ON <br />ClivifiSl ci iA!I�re!S Cclpny ORIGINAL PLAN <br />Il <br />Pem "t N mber <br />Class: OPermit ' <br />------ ---- -t _________,_.___•_._ ____.- .--- .- .--- •- •------ -._ -_- STEVENS LEASE CLAY MINE <br />! <br />Class. 13 Revision li i <br />Type /wea 1 <br />Mass 17 Repo rtilydro OGeneral ,v A Y,yA/I� DRAINAGE PLAN <br />Doc Type <br />on _ t <br />' OAppl�cabon (Coal only) O Bond O En(oroemenl ❑Inspecti <br />REVISIONS <br />DENVER BRICK COMPANY <br />DATE By E. WAYNE WENTWORTH, P.E. <br />CIVIL ENGINEERING DESIGN <br />1155 $0. YAM d <br />LONOMO/T. COLORADO 805M r :1 <br />P10NL•(]O3)772 -1177 i <br />DATE SCALE JOB "eER <br />1/31/96 NOTED 96.001.00 SHEET ' <br />I�IIIIUCiIII��llfifiiltiiliil�f <br />. 0_09521 <br />STEVE <br />i <br />r� <br />UD <br />N <br />0 <br />00 <br />_ n <br />li <br />n <br />N <br />w <br />in <br />9 <br />J <br />- N <br />U <br />i <br />P a9w V V .1.ZZ <br />��4 T <br />6182-- <br />6188- �--�• /r,r/ r1� ♦\ <br />/ r <br />6176 / <br />6t72� <br />617 <br />616 \ v r <br />6,64 <br />6161 <br />INSTALL TYPE 'M" RIP -RAP 616 <br />20' % 10' x 24' DEEP ON <br />FILTER FABRIC (MIRAFI <br />OR EQUAL) <br />6, r� — <br />61a8 <br />6tA2 -- ' 614 <br />s138 <br />DRAINAGE AND <br />CONTROL <br />ER'O S I QN <br />P LA N <br />PLACE CHECK DAMS ALONG <br />CHANNEL EVERY 50 MAX. ti do e <br />^~n�o ral0 +'v O QI <+ ► y0 ^b0 ^►b \►� `b1 \b0 r ♦y9 ^'y6 ^'s �; 'h0 6�0 6 ^'l6 ete �^• ♦ N 1° _ -�. \ <br />��f e <br />06 0 114 <br />id 1 i \ 1)? <br />f0 <br />7108 <br />/ 610s <br />104 <br />098 <br />r <br />1 <br />/ / ; / / <br />I ✓ / <br />, <br />(IV S1 <br />3 IN <br />.8 P<1 0 = <br />6136— <br />6132 2 <br />+ 1 \ 4 /0 <br />40.24 ACRES ab v <br />ASIN OUND Y.--/ <br />elf <br />s7J <br />\ <br />61 _\ <br />1 <br />6152- � � \ <br />5154 ---�` •. \ \. � <br />, <br />615a \ ',` +,� 89'59 {42" E <br />Alm, `.. 1.\ \ ` '' \ I 1321.59' <br />AA <br />m 116 <br />�o <br />'1 — p — rO <br />t 1 \0� <br />J Own <br />F <br />.1 <br />V INSTALL TYPE RIP -RAP <br />40' % 15' % 24" ' DEEP ON <br />FILTER FABRIC (MIRAFI 140N <br />OR EQUAL) <br />' 092 <br />090 <br />oer <br />5E 2 % <br />ACS a�(/ <br />4 <br />� � INS <br />rO B TTOM OF <br />I PND =80 <br />�, <br />°es <br />LG <br />oM om <br />4 <br />. o <br />I <br />E =65.0 <br />i <br />INSTALL TYPE "L" RIP -RAP <br />'% 2.5' % 18" DEEP ON <br />LTER FABRIC (MIRAFI 140N <br />0 EQUAL) <br />i <br />100 -TEAR FLOODPLAIN <br />HECK C <br />ENO POINTS 'A' <br />MUST BE HICHEI <br />THAN FLOW LINE <br />L POINT 'B" y <br />TAILS <br />'a, <br />R <br />ES <br />M) <br />WATER <br />iOT <br />I <br />O STRAW BALE DIKE <br />I <br />RFCEI \ /ED <br />i.' SCALE: 1" =100' <br />BAR = 1 INCH ON <br />ClivifiSl ci iA!I�re!S Cclpny ORIGINAL PLAN <br />Il <br />Pem "t N mber <br />Class: OPermit ' <br />------ ---- -t _________,_.___•_._ ____.- .--- .- .--- •- •------ -._ -_- STEVENS LEASE CLAY MINE <br />! <br />Class. 13 Revision li i <br />Type /wea 1 <br />Mass 17 Repo rtilydro OGeneral ,v A Y,yA/I� DRAINAGE PLAN <br />Doc Type <br />on _ t <br />' OAppl�cabon (Coal only) O Bond O En(oroemenl ❑Inspecti <br />REVISIONS <br />DENVER BRICK COMPANY <br />DATE By E. WAYNE WENTWORTH, P.E. <br />CIVIL ENGINEERING DESIGN <br />1155 $0. YAM d <br />LONOMO/T. COLORADO 805M r :1 <br />P10NL•(]O3)772 -1177 i <br />DATE SCALE JOB "eER <br />1/31/96 NOTED 96.001.00 SHEET ' <br />I�IIIIUCiIII��llfifiiltiiliil�f <br />. 0_09521 <br />