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( .[ , / ` ! r ,.'.:., a '! 4 - •F,' \.�.. ,� N o <br />A j. j <br />, <br />Itr. <br />/...'� ;e: .` »�� e '`r f♦ TTT rJ" t'+�,' 'tl t t.9v / f s p�.y. k N o `° <br />lk <br />{ <br />0 n4 ° <br />c � , <br />IN sf N vt <br />•/r ! -. - /� <br />_ .. ~N 1 ' %R ' / 1kn ' !- \tl e Ne C4 <br />1 <br />> <br />PROPERTY LIHE <br />i f � .•.: •. , i l .. � \ r .- �' ( / x J- ' ® ' »36 CULVERT BRANTNER DIVERSION. <br />- � y V vy. <br />r a v d.�'^ . , w • <br />a STRUCTURE ACCESS <br />(BY OTHERS) ST R UC TURE <br />S SHT 6 OF 7 ° <br />N <br />° <br />y- s,,....�/•. \ltd t `''1 _. _.... : �..r e - <br />IN, , <br />f; a <br />IN <br />: <br />u <br />pp <br />t , • .,. 1 t1 y r EXISTING CHANNEL BANK TO BE REGRADED .� , !� ,, B: <br />.0 ,r',,, Ali \ '..., ,`V g� Ya'. 0?, , e, :. - -,.._ .. �( ® _ <br />,� Q t TO A 3,1 SLOPE AS INDICATED. EXACT / <br />N.� <br />!r <br />a <br />J , LOCATIONS TO BE DETERMINED IN FIELD ° <br />y <br />t <br />3 , <br />RE ME CHANNEL BOTTOM TO ) f <br />(. r TO EXISTING ,,..: i 4 ' "`'• _. ,. o <br />sr TO MINIMIZE DISTURBANCE + <br />s f PRE -MAY; 5T 2001 CONDITIONS VEGETATION ' r . f4 J <br />\i r� 1 0.34 t 0 6` " _--\� \ a <br />.J -.� �+^ .I, 1- +:ct.. 1. s . p _ r.'; �/ + <c.''y 1,..i r r `\ - <br />_!!! ,Y �.t i I Xp ' <r CONSTRUCT 1 DEEP x 20 WIDE <br />!' r " T ,� ` /;>'' ! ', 4 „?r MEANDERING PILOT CHANNEL <br />'r BANK.AR{rIORING »s FROM t .f ry r.r r f I ro l` r . F fit. \ [ <br />/ a ST/TTIbN 2 +90 T ' 5 +40 ... �. 0 , I BELOW DROP STRUCTURE <br />' f f'�Yy J7' r , `; -.. / ( f r �r / +'�� '$ �,( 6a l l,r'tr�- <br />t r 5,. EXISTIN rCHANNEL BOTTOM WI 1H' 50 -80. �K.....,,_v,y.{ % ® �, > : - <br />1I/ �.___.. TO BE REGRADED. T.Q.,AN.APPROXIMTE SLOPE OF ( 1t� / +;; t I o ® + <br />,. '; ; d .r•�' . __ —; ..,_.✓ - _._: 0029- ft/i��WITH A 1,0' _DEEP AND 70 WIDE_....„ `. Jr e9;'' ,. ; , ^�' .aa,;,.t �° ,. , " _ , , ,,,• : _ _..,.. ;, � <br />�.. .. ,, -+ ,...... EXISTING CONTOURS � <br />0 i , <br />MAINTAIN EXISTING <br />ss�e GRASS BENCH Xpp #�� 0 0 0 o PROPERTY LINE <br />UJ <br />k £ <br />� ri <br />`s <br />MCINTOSH - - -- -.� - -- - _— <br />d ,r� EXISTING FENCE ® ili <br />EASEMENT 0 . ;' ' '.:9 s' r 5+00 <br />d0_ , 6 . <br />TERLINE <br />,x � BULL SEEP SLOUGH CEN �' <br />(z mt; <br />- _... : f •, _ ; ,,,- I" i,` ,,.+ t`"y ' . � f ' �' � � PRIOR TO MAY 5, 2001 <br />'a is a" <br />0 0 � <br />+ , <br />I <br />,: ; �. f r•,. t „.,;... 0 '�•; z �...' @; �_ ��:, '',n '' s� „�. �, IN,,\.;: BULL SEEP CHANNEL DISTURBANCE LIMITS � <br />SI <br />ee <br />Ii ,” UDFCD ACCESS :, ! +t Y . # O' c e O 'F '... `'' TREE LOCATION FROM ICON <br />G ? 0 G ✓ <br />/1 MAINTENANCE i �°q 6x ez c v eP' e=.m : p ` ,.' . x , `' c ENGINEERING S URVEY <br />EASEMENT p0' <br />%r• --- �';.' / r,:, " emmmmmeccmocc O 3.1 AS NECESSARY r <br />/ (x REGRADE CHANNEL BANKS T <br />, <br />j <br />p Lu <br />7� ,' i �� -....4 .. _. "t �'R ' .. ` Vi, 'y• /1'' its % f: �'� � � � .,i �•� i <br />11 , <br />10 +00 / 0D .rn I .. i LIMITS OF DISTURBANCE ul <br />k <br />rr »E d" %G / r'; � •,.� y 'N' +�y r+ „..d /' �N'" I ` FOR CHANNEL CONSTRUCTION �se <br />r ACCESS �Z. <br />UDFCD`. <br />MAINTENANG (' <br />, � +/ 1 4, • � � ! : SCAIE l -100' <br />ry <br />EASEMENT W x / ) t' CONIOIIR IV MAL <br />! EASE <br />! l <br />,,�,..,... �`� '�, , 4 . � I � � ADCO �ONSERVATION:;�`'� <br />€ 1 <br />a � <br />3 go o <br />so i o ' 100 <br />I zoo 300 <br />BANK ARMORING F <br />E' <br />Come <br />80 )/ � � ITA +00 TO <br />Lu 5080 <br />tu <br />5070 e <br />ik kk . s <br />5060 <br />$ <br />t <br />5060 _�__. -... _..- ,.j._. -.._.. ... �.........., _._...•._ __...,. � <br />q 4 s t l <br />t I i <br />Pi i i <br />t W # t S 7 y K O_ <br />Z <br />5050 <br />50 BACKFILL� TO ELEVATION,,, 50340.:._.J...,_ ..._. W _ <br />FOR W 100t MEAST OF SOUTH PLATTE w o: <br />_ U <br />I I Q w <br />RIVER t t s ? i 1 ? o: r.J o <br />4 <br />w € PROFILE TAKEN FROM ADAMS: COUPTY i w v do: a <br />} € 1995 AERIAL TOPOGRAPHY. ELEVATIWS �, rn `� N I 1 1 <br />i Vwi O, + o.......� -..- ,,...,, • i k <br />I 1 ( SHOWN REPRESENT WATER I SURFACE ELEVATIOIS.... I .....,. _ „ . , : ,,,. i , .. ..... ........ .vii; -I -In ....., .- R .....- 5040 p <br />_, ., _..,.... _ , _,.. ,.,..._ <br />5040 _. _ _. _..._ - _._ , ., .__. -m. - .- ... -. -,- - -- -,_ . . _\ APPROXIMATE AT TIME OF SURVEY. ACTUA GROUND E ATIGLS I 1 1 a!' w n II i } ' o - <br />TOP OF BANK I MINIMUM OF 1,0 LOWER IN E EVATIIN. jj i WI i <br />g I <br />1 SOUTH PLATTE RIVER <br />100' m III i 9 <br />I i aid Q CONSTRUCT 1' DEEP X 20' WIDE v <br />— t t I s 1 I I ¢ _ W ( MEANDERING PILOT CHANNEL ELOW <br />ELEV: 5032 = ' t 1 € I € _J, (��an t <br />(••• - t 11 �,, <br />D. 5 DRO STRUCTURE i- <br />5030 '- 1---- - ° - - -� - - - -- ---- - - - --- _ _ -- - - -- - --------- <br />_ _ {y - _ - - -_ - - - I - - - - - -- --- - - - - -- - - - - -- - -- -- j 0 <br />/V — rt —0.29% __— _____1____ —_____ ¢__— — ���___q'_l \ - -- f /... O O <br />C14 N <br />x. <br />p V \ <br />5..4 -- -~ �_- ti - - =-' -- $i---- �• - - -�� € ^~ - -- � _ - -� -.�� '\ SQUTH PLATTE „RIVER II � � o <br />I ( ! 1 CHANNEL INVERT 1 r 1 _ ».. . _.. \.J- 1- -.._ ELEV;- 5020 5020 0 0 <br />5020 IV t i-- <br />_ <br />PROVIDED GB�PETEREEPPRAM SURVEY I i <br />p 11 <br />d D ASSOCIATES ( N z <br />i DCEMBER 2001. TOE OF DROP STRUCTUFE ELEV = 5015 <br />t € c Dete: 02/01/02 <br />Job No: 01 -201 <br />� k <br />y ( Y I <br />i Y <br />p Y <br />1 d <br />5010 <br />4 € � <br />;,.. 1 <br />� <br />, <br />DDrawn: Sbughprof <br />k,dsg P <br />5010 ._ ,.. Deiga� ough Ta001 JfM <br />ceked CMA JFM <br />Scale: v <br />5 000 <br />L... <br />........- ....- ,.___.- ...- ,.,..w....._,._m ... _.. ._ . , m . M <br />= � � 5000 ............. opA <br />L <br />PertneNumber 15791 <br />Class: 13Pemit <br />w,. ._ _. 9 _.. ._._. _.,..... ,_T ,_, » ._.•a E r .,,.,.... ..., .d 1 i 1 a I - € 1 t J + I , 4 i t f ( t r � <br />._- . _._._. _._._ _ _ , ......:. 4990 + Section/ExSection/Exhibit: <br />G <br />j\'r�ar4 4rt- <br />R4990 70 E1% Type/sec! <br />Class s: O°° Hydro OGenqwk <br />Doc Type: * <br />` <br />7- an ak <br />p � 1 OApplicatwn (Coal only) ❑Bond ❑Enforcement spect,on <br />I Sheet: <br />} 4980 <br />4980 e ! I <br />m N o <br />z g o gm g g to g to g N O) ' mN , o ' t o t IIINII�II !!N�mgIN�NllN rl <br />lllli[[II <br />r <br />n m N N m 03 <br />� 0 0 0 N N <br />m °D n n 00 o C � ON O N 0 0 0 o <br />N N N n Ln <br />COL v) oN oN N u') 04 In ,G r00 o ,n N o o 00015634 <br />° Oo O° o o o o o o 0 o N to tn <br />to v I In tn tn tn to to N to to <br />m <br />a <br />-4 +00 -3 +00 -2 +00 -1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 22 +36.77 Of <br />