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....�. MIS
<br />am �.� .. =_�LE 10589.80 J !!
<br />PROPOSED SLURRY WALL ¢ a
<br />PC
<br />0 0
<br />j r r 32k 000 1 33 +5p . W N
<br />i- .� ' E•-..� - 1 _l- I � 34,+00 34 +50 ~�y\ aman I — 35 +00 35 +50. A -04':. P6 � � a
<br />PPA- 36 +00 61 t{ APPROXIMATE LOCATION OF
<br />�._ - I , �50 x"37 +00 37 +50 E 9889.64 �� °b
<br />! . + I �8+ ! ; a►1 _ BOTiOM DITCH TON s•
<br />` ' ` } �9 w �� RELOCATED H
<br />474 l{
<br />t 1' I« `+°n PC = 31+54.52 �' II - - -3 +00 P - v aNO �`P��!/ Q. L 8 8 0
<br />U
<br />� 4 7
<br />44W soft
<br />lam` 7• ( .'1 . =' _ Y Y �,'' �.. a + r �. �— _ — -.... \ N
<br />10 ' 1 _ rrrs 43 +'
<br />+ soon
<br />LU
<br />•
<br />/ F
<br />J
<br />- 251 +8s. ° Jac h
<br />>.
<br />j r,
<br />1 f
<br />)) r
<br />PROPOSED
<br />SPILLWAY
<br />(SEE DETAIL P + ! 1 i r ; �.\•�'.
<br />SHEET 5)
<br />SEE TCHLIN
<br />9
<br />1: E W
<br />J � Y
<br />\.
<br />U.
<br />AD
<br />1
<br />0 IS
<br />�.. c O
<br />Y fl r �.• .,i C� W a+
<br />CO) ku
<br />LU C1111
<br />CV IL 40
<br />fill
<br />1
<br />! IL 0
<br />LEGEND:
<br />NOTES•
<br />■ 9 �� •� �� PROPERTY LINE 0 W
<br />r 1. 19/12 indicates that 19 blows= of a 140 pound hammgr falling 301 ; ? i P EXISTING POWER Z a a N
<br />were re ui d to drive a 2 -inch I.D Colifornia s m ler 12 -_ - - -- _ -- 1320 - --
<br />+ _- .. __ . inchel _. EXISTING CONTOURS ) i 03: a
<br />inches q r;e 1 p
<br />4960 - -_ EXISTING FENCE >M I"'
<br />_.... .._» - --- _ O l I SCALE I -WH 10Y
<br />i 2. u ;7.5 x 10 Fucker test location with �lydroulic conductivity i i — T92 PROPOSED CONTOURS r - t C�r011k YuE1Ag1 - _ -_ . -__ 4960
<br />W W x H
<br />i in cn1/sec 11 ! ' F i 1 PROPOSED SLURRY WALL 3' INTO BEDROCK i = d
<br />PROPOSED SLURRY WALL 5' INTO BEDROCK PO 25 0 50 100 150 F„ J
<br />LU rU ._ ... _. .... _. s _ - i ' ! — - - - - - - - - EASEMENT f f
<br />4950 _- - w_- _ - ._ _i- .. _. . __ _ y�.___ _„. ® f
<br />_ , _. -_ _
<br />J LL! + ' 3 i i t_ -_ I� y } SLURRY WALL CAP CROSSING 1 -SEE DETAIL 2 SHEET 3 OF 10 -_- -_" - Z .F-
<br />U ° ' A i ' s i 0 CAP CROSSING r '- -I LU 4950
<br />Sr ALE M FEET
<br />F- W EXISTING GRADE =r
<br />SLURRY WALL G 2 - SEE DETAIL 3 SHEET 3 OF 10 2 =
<br />Q W ' j i i f k v+ 0 PPA -01 LOCATION OF TEST HOLE
<br />rA _ T+ o
<br />4940 ..� _ __ -._. _ _.- - --_._ - __ _ _
<br />-� � F- W
<br />pa- -T'- -- ����� t _`{ - I -•s- ' _._j _.__._. _._., 4940 a
<br />-- 0.---- - - --'� ;-- - - -��- 4=934.2 is i - -- '- - - - -lY 4935.0 Il - -- t - _ } �d -j if- 1 a N
<br />- - - - -- 4933.7 s i ; r - --T - �- - 4933.7 i - -- -- I - -- IL w
<br />- - - - - - -
<br />4930 _....._.. __ __. ..._,_ •� _. _ �..� . __ .-_ _ - y_.. __._.._ W;- _ - _ _ / _. _ ._,. _ .._ I - - -_r -- -- - - ---- -- -- i---- - - - - --
<br />w p ....,._.y
<br />t
<br />11/12 9/12 i _..__ _ _. _,.m. _ �_ .... _.., r-, J z
<br />I� "�" Z
<br />4930
<br />12/12 r_n
<br />>
<br />:..
<br />,16/12 .Z« t � -$ 16/12 _.,._.., _.._....._ 4920
<br />+ N
<br />` .. . J
<br />2'
<br />12 —�
<br />4910 t.: ? i + ... _. _ _ w _ *' x
<br />_... ....._... 1; t _ y + - Y . .. _...28�.. - .... - .... ._4 - _ _ TRANSIT TO! BE DETERMINED o a r
<br />�/ rt ►..: BEDROCK LOCATION SHOWN i .:r.,. :. `' • , BY'- iVE GINEER•' -- . : - ' o
<br />ISi APPROXIMATE i 1 .. f 1 _ j 59/12 - j 7pt-TH Fy `* :. - _ . _. 4910 °
<br />':♦ e ; L�.� Z. 4905.2 4 i•: I L� EtO - _
<br />.t. _ 9 0 _ 4906.4 j
<br />4902.7 �; ..� �+ ..� r �" 3'- — �. _ .� .�� �S. 49T7� r 26/12 _. .�.L N z
<br />505 r- —•_ }_ — 4903.7 / t
<br />4900 5` nom: 020%51
<br />-.
<br />50/4 _._ .____._ _.._._.. _... ___ .._ _... — — 4900 '0b N°` D02.065
<br />i T$x10 -8 ANTICIPATED DEPTH OF CUTOFF i s 1.5x10 -4 otswn WSS
<br />50/ Che FWL
<br />■ 2 1 x10 -7 JAC
<br />4890 _.._- ; _.__ __ - - - -- +- -- I- --- - -- _ _ Y _ _.___._. -- _. _.. ;_ p LEGEND. "H1 6%V
<br />r- • ---� -. ---- -� - - -- -W-- - _ —_ „._ Symbol Description KEY TO SYMBOLS 4892.4
<br />1.2x10 -7 ; 1 �" 50/5 a Gvmbols ___.._.___.__- _..___.._ 4890
<br />St nt
<br />SILTSTONE, hard to very hard, sandy, clayey, slightly o`�P • (° c<
<br />f SAND FILL, loose to medium dense, with silt and clay, moist, gray
<br />50/3 organics, dark brown, (SC) >
<br />® minor 1+ a•`
<br />? CLAY, medium stiff, with sand to sandy, with organics moist, dark SANDSTONE, hard to very hard, silt slightly ? 157 r
<br />4880 ? _ -. } 48822
<br />brown (CL). Y• g y moist, gray
<br />._. _ _.....,�...._,_, I i ---- -• 50/5 � 4880
<br />} yy ? I Z ' 4878.3 i `��'��: SAND very loose to very dense, with gravel and silt, moist to wet Misc. Symbols
<br />tan, rSW-SM to SP -SM1 F''•,... •• ���
<br />} s� Water level during drilling sS�ONAI -ti
<br />50/ 4873.2
<br />s } r } i j ® CLAYSTONE, hard to very hard, minor siltstone lenses, carbonaceous,
<br />4870 Slightly moist, dark brown to dark gray. _
<br />ce o m o m o a M" r• w ao o' M N N O, tV = after boring completion _
<br />'O M .� Q' M ,� ^ N Water level one P ten days o
<br />m O O 4870 Sheet
<br />M M M M N O• fT O• O• N W W W 01 O• '^ M M M M M h t0
<br />M a o
<br />e
<br />28+00 28 +50 29 +00 29 +50 30 +00 30 +50 31 +00 31+50 32 +00 32+50 33 +00 33 +50 34 +00 34+50 35 +00 35 +50 36 +00 36 +50 37 +00 37+50 38 +00 38 +56 39 +00 39 +50 40 +00 40 +50 41 +00 41 +50 42 +OQ 42 ul`. `
<br />10s
<br />JUN 06 2014 M 1`190 -& 1� � -
<br />DIVISION OF RECLAMATION I } lacJ
<br />MI,'J:NG AND SAFETY
<br />
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