|
W
<br />h r N�. W N
<br />_ r Y
<br />rsee�, } E 10863.86 PROPOSED SPILLWAY w�w, L
<br />22 +50 } �(SEE DETAIL SHEET 5) a23 +Op 23 +50 'NOT PART OF THIS PROPOSED SLURRY WALL 2� +50 -0 1 N� �I00 24�� lb # .., CONTRACT Q ' 2� +0° /� C'1 1 U ,y� \ 6 �_1~`� co
<br />ap g oo Un, b
<br />CL
<br />} 1
<br />t� 400 _ 2'c50 �' N -
<br />s N 9722.47 2p + F
<br />1
<br />-N
<br />E 10797.76 0
<br />Y w+ �
<br />qq - j� y t
<br />:r✓ 4'S O � t0 J,. '� .. '" -. _ . � -::: �T LY '� = W ` r `'�.. ✓t ,y', �> � •- --.,., w •5
<br />J
<br />i 4 «, u
<br />d p g o
<br />i r
<br />'.'.: �• � � • � "'ice .. .. _. -- �O x°j� '••... yr' ��' ;� i��_ r''.' '^� ,` 't,., ..w v
<br />.. , J .. -. -1 .., ✓� .�,� •.a/ ova`- \1i. J, L+K'; u•✓• / y.. ✓4...ti•."
<br />0
<br />qP
<br />`
<br />1 _. }C J((((
<br />26 i":n � � \� � ✓t - ... "' , < •,�...Vr+.iyie•'_,;,•„ eK�""y, -,r N
<br />N _
<br />` xS
<br />f.,'. ' I .:.,� .. Y I r ^rte ✓�- *.. - < F, r _. - .. +. U C
<br />0
<br />`7 ye. OD
<br />ZZ
<br />- - - - - - _ao- - 4.86 ... $ £A.SEMENT ,! , ., Srt a
<br />- - - XPE E1yE
<br />2 + 30 1+
<br />r.
<br />I ice
<br />-"--- -7-- -d ,' � PPA -02 \ I � 31
<br />� 28�F60
<br />--- •T- � ----zi ��... -"'- ^'mod----- • ---- -d ! - �- .' •�
<br />+0 30 +50 50
<br />,
<br />C-4
<br />_ _ . —� .... - ---- -------
<br />-cl --_� PPA -0
<br />----=-EA
<br />----- - - - - -- - - - - PPC 03
<br />- - - - --
<br />PT 's 1B +94.80 � _ - - - -- - -..
<br />:
<br />- -- _
<br />�-d
<br />�GG,I.L+ZC 1d
<br />ZZ
<br />- --- - - - - -- - -- _ �c�s
<br />T
<br />I
<br />J °
<br />xp� +
<br />•e E o J
<br />OC
<br />_
<br />J
<br />4P C4 H 9 O
<br />+
<br />ca co
<br />)l
<br />1yx �. /. % w a. �N
<br />9 W O L
<br />+ f' N J �+
<br />lu' o V a a y
<br />W
<br />up
<br />' PC- 14 +12.16 �+
<br />970 LEGEND: LEGEND:
<br />1b CA NH ~ Qr
<br />!Symbol Description KEY TO SYMIBOLS 0 3 D. a
<br />�. PROPERTY LINE >,
<br />I qtrcitn symbols P EXISTING POWER
<br />SAND FILL, loose to medium dense, with silt and clay, SILTSTONE, hard to very hard, sandy, clayey, slightly moist, gray ` _._ _ _. _ Uj cc
<br />v 1100 � H
<br />4960 w .- ..______. .._ _ _ - ® minor organics, dark brown, (SC) _ _ _ . - - _ RS _'_ „ -- ~ 0.
<br />- .-.- - "' ° " -' EXISTING CONTOURS
<br />g SANDSTONE, hard to very hard, silty, slightly moist, gray EXISTING FENCE SaaE 1*=WH IOV W
<br />i CLAY, medium stiff, with sand to sandy, with ar anics moist, dark J
<br />I brown, (CL).
<br />4920 PROPOSED CONTOURS 1 CONfg1R WI[AVAL
<br />loose to very dense, with gravel and silt, moist to wet, tt� tt� t� t. PROPOSED SLURRY WALL 3' INTO BEDROCK
<br />SAND, very � y
<br />tan, (SW -SM to SP -SM) 50 25 0 50 100 150
<br />W �_- _,_.___._, _ _.___ ,._- _._..__ SLURRY WALL 5 INTO BEDROCK -
<br />4950 F _ ._i -- - - - - --
<br />Z W -' "" CLAYSTONE, hard to very hard, minor siltstone lenses, carbonaceous, 1
<br />PROPOSED Z W
<br />J W _; Slightly moist, dark brown to dark gray. S EASEMENT SGUF IN FI1T _ _
<br />3: _ r ® SLURRY WALL CAP CROSSING 1 -SEE DETAIL 2 SHEET 3 OF 10 tU- W o
<br />U U) ? i Misc. Symbols CROSSING 8
<br />F- W Q SLURRY WALL CAP CROSS 2 - SEE DETAIL 3 SHEET 3 OF 10 U) 4940 a
<br />Q W sue_ Water level during drilling _. _.CSI d _ -
<br />4940 0) N ---_- ' EXISTING GRADE QL.__,. - -5 `- - '- PA -01 LOCATION OF TEST H
<br />_.._ .
<br />- _ " "" ' -” Water level one or ten days v _- _- - - - - --
<br />after boring completion i y
<br />— HOLE : U
<br />U t 4933.4 D' t _____r ° - -- - -- ----r- ) - - - -- �-- •- -�� //� \\ 1 4934.9 a -------- - - - - -- o
<br />dj - - - -- - -�- - -- -- ( - - - --s- - - - - -- - - - - -- U)
<br />tL Y I '
<br />4932.7 � �-- "------ ' ^ - - -- • t -
<br />4930 - -
<br />i
<br />_ _....
<br />V 4930
<br />9/12
<br />�.• Imo, �,� r� �r.�. o
<br />{ .max _ € i 3i r•, - '; I f 1f rr:' Id a: U
<br />4920 _j
<br />4920 .. w_ �: ,-....- ..__..._,....._.._._..._._._.. y j I 6 / 12
<br />LLi
<br />i y 14/12 s��� ! i !' C14 Q
<br />BEDROCK LOCATION) SHOWN
<br />4910 .: .
<br />%: ; ;{{ i i 9 :`•r. i r APPROXIMATE �' [.Is
<br />,.. Date: ° 02 04
<br />4901.4 lob No: -125
<br />Jr.. ,k �. _. _._,_,_- _..._.__- ._____ ,__ _._ __.., -__ ...,___.___ . — _...��
<br />I . . 4900.2 .�. � .�. --r _ ....._._,w.. ..._ "_..._ _ ". • — — �- — — -- - _ . ,�. ..�.__,.. _ — 4900 Div": WSS
<br />4900 -
<br />�w -_!
<br />— �� �— .�• �. _,— r ? —y Chocked:
<br />JAC
<br />ANTICIPATED DEPTH OF CUT9FF 50/4 .900 -7
<br />` 7.600 -
<br />7
<br />a
<br />4890
<br />,
<br />NO
<br />_ -. ..._.._ I I s � ' 4886.9
<br />9. 19/12 indicates that j9 blows of p 140 pound hammer falling 30
<br />inches were required drive a 2 finch I.D. Cal�fornia sampler 12 E t g
<br />inches. ? 9 a I 1 488°
<br />2- - _ ! l
<br />4880 _ . _. __ • _.__ __._.___._ ---- •_- r. ----� • -_. ,__,._ 2. -- �` -7.5 1k 10 Packer test location with hydrpulic conductivity
<br />_ _. -__.., ..I._ in cm /se
<br />i I 1
<br />t I { 50/4 4873.9 4870 Sheet
<br />i
<br />N b < N N n m O, b A N r• n N n as O rn
<br />4870 m ° °-
<br />x
<br />W
<br />14+00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27+00 27 +50 28 +00 285Q , , 29 +00 Of: O
<br />JUN 0 6 2014 Lt j
<br />DIVISION OF RECLAMATION O
<br />MINING AND SAFETY
<br />
|