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<br /> o 0 o E 4 --- ---'-'' LEGEND:
<br /> ro� 43pOp h n� h ���--✓Ir''i-
<br /> ��r _ EXISTING GROUND CONTOURS
<br /> v _ PROPOSED CHANNEL CONTOURS
<br /> z
<br /> EAST CRESSON OSA J --'-� --`.�` "II� ,:. PROPOSED CLOSURE CONTOURS
<br /> `----- CLOSURE SURFACE -Y ^� - RAILS
<br /> ,..._ ___---'I-- o � -, �----I /j 1' EXISTING ROADS/?
<br /> -------�� I PROPOSED TURF
<br /> O --- --` -
<br /> XO T` 5+ i -----_ PROPOSED RIPRAP
<br /> ---
<br /> _ _
<br /> -
<br /> ----
<br /> z ---- _ , - -------
<br /> DO
<br /> 571J1NG BASIN
<br /> 106,
<br /> 5�_ \ - PROPOSED CHANNEL ALIGNMENT \ o\\
<br /> (S NOTE 2\ 2�
<br /> )
<br /> \ \�
<br /> - -
<br /> __ NOTES:
<br /> 1. SEE DRAWING 520 FOR CHANNEL CROSS
<br /> ALIGNMENT TABLE SECTIONS AND DRAWING 525 FOR
<br /> ` � �s CHANNEL SIZE AND LINING TABLE
<br /> p�' %C �ob� v DELTA LENGTH RADIUS 2. SEE DRAWING 530 FOR STILLING BASIN
<br /> 'o� STATION NORTHING FASTING (D-M-S) (FT) (FT) DETAILS AND SIZING AND LOCATION TABLE.
<br /> FT 0+00.00 58,125.93 42,562.68
<br /> PT 0+00.00 58,125.93 42.562.69
<br /> PC 0+02.65 58,124.80 42,565.07 056-35-59 208.63 211.19
<br /> -� -` vl� PC 6+93.24 57.486.35 42,751.44 009-30-53 54.30 327.01
<br /> PT 7+47 54 57,433.46 42,763.48
<br /> _ - PC 10+13.72 57,179.72 42.843.88 009-20-19 32.60 200.00
<br /> 0 100 200 FEET PT 10+46.32 57.149.58 42,856.21
<br /> PC 16+29.32 56,629.76 43,120.15 006-25-32 263.13 2346.25
<br /> PT 18+92.45 56,402.30 43,252.17
<br /> PC 20+19.43 56.296.22 43,321.97 027-10-08 94.84 200.00
<br /> PT 21+14.27 56,207.80 43,353.74
<br /> PT 25+94.88 55,729.98 43,405.45
<br /> 11000 11000
<br /> K31.00
<br /> LVP:50.00 j K:44.25 -T
<br /> PA STA:2+22.6 LVC:132.97 j
<br /> PVI E :10 63.11 PA STA:4+77.2 K:100.34
<br /> P I ELEV:10645. 7
<br /> ,�� LVQ50.00
<br /> 10800 "? . L "? N a, PVI STA:9+15.4 j 10800
<br /> In
<br /> N o {a +m I, C:200.00
<br /> N .. vi .. f n o o v p rn PVI STA:20+40.1
<br /> Z m �w m o +.n PVI :10495.15 G ADE BREAK STA 2 +94.9 z
<br /> o a 4.1% -5.4% -7.0X e, ei� C-4 ELEV - U 425.95 0
<br /> No F
<br /> NW v)W lo
<br /> o Q
<br /> �1 �>U -wo ON :1.85
<br /> o K:1.03 _. - -1 O.OX m Ii1 +Ln �m LVC 10.00 t 0600
<br /> W 10600 LVC:20. - - - PROPOSED CHAN EL AT TOP ° ±o PVI STA:25 87.6 W
<br /> o _ ef RIF - --- _.--------
<br /> o PVI .:10672.16 -.- - - _
<br /> BVOS: 0 1067 -9.5X c(1 W Gi tii BVCS: 25 82.59
<br /> BVCE: 1 670.74 _ io m U U BVCE: 10427.10
<br /> o EVCS: 0 63.53 --- _ _ �� j EVCE 10,126.11
<br /> 9 ,,
<br /> J Y' ........
<br /> 1.
<br /> In EVCE: 11 671.62 CLOSURE URFACE ` - _ _ NG BASIN Q
<br /> o GRADE BR STA 0+10.8 -1JCQ y.�rr
<br /> o .5%
<br /> i ELEV 0666.12 - 3 571
<br /> 3104001 -7.2% 10400
<br /> �� O OI O N t`10 ,A N O^ C N �^ tp,rI �� O,� •-� �� �b N,n <m0 P,n N O O,� O, O • ..
<br /> Q ' O n 0 0 O N r h n n 1O n ♦h fD p ^ rJ O t`,p N^ ^^ Q! ^ N Oi N O O -n
<br /> w Ip o h,� < h N h N O.- O,O w !� t` l0 b ,A,n h V N n N O Of O Of m ,D n N N N „ N
<br /> 'D ,Q N,O N N N ill N O o Y1 N N ,n o u� <,n < T v < c► o T
<br /> O O O O O O O 0 0 0 0 0 0 O O O O O O 0 0 0 0 0 0 O O O O O p O O O O O O O O O O O O O O O O O p O O O
<br /> -_ _ o -_ _ _ _ - _ -- rrrrrr rrr.••rrri
<br /> E 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 25+95 VVVVV��nTAL.�
<br /> A
<br /> STATION, (FEET) CLOSURE SURFACE ELEVATION PROPOSED GROUND ELEVATION
<br /> 0 1-00 200 FEET 0 100 200 FEET
<br /> > IPPROMM BY; DISCLAIMER CLIENT CR• IPPLE CREEK AND VICTOR
<br /> No JNM NEWFlELDS =RODUCED THE INFoRMAT10N PRESENTED .NewFtet GOLD MINING COMPANY
<br /> o HORIZONTAL VERTICAL cHum er: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJIrT
<br /> NO EXAGGERATION KCW TECHNICAL IN AND EXPERIENCE VLF/OSA CLOSURE DESIGN
<br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY
<br /> DE51GSED BY RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
<br /> u UNM EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE
<br /> A 11/09/19 ISSUED FOR PEfUdrrT1NG aT Jt1M DRAWN BY: THE
<br /> HND DATA
<br /> OR DRAWING
<br /> FTY OR EEAATLUSQYS RISK FAST pRLESSSON O AN AND RO�L 4 D 106,0�25.019P N
<br /> a REv DOTE D%SCRIPTTON TECH Et�G JEP RESPONSIE3ILRY lY) NEWflELDS. 1[�Q A
<br />
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