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<br />u� ✓� APPROXIMATE LOCH OF J '�
<br />W, - 'h� x� A TON j
<br />/ ,• RELOCATED LUP
<br />BOTTOM DITCH ' t>
<br />�y o PROPOSED SLURRY /
<br />i WALL
<br />.,F
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<br />�� �� • , ',.'a• � 1.99 � � ".
<br />55 1
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<br />LE EN .
<br />Symbol Description KEY To SYMBOLS
<br />•� PROPERTY LINE
<br />' Strata symbols n
<br />I I EXISTING POWER
<br />SAND FILL, loose to medium dense, with silt and clay, 4.920- •_,_,__.
<br />4960 ! ® SILTSTONE, hard to very hard, sandy, clayey, slightly moist, gray - - -- EXISTING CONTOURS
<br />- - -. -• -• -- - - -- -- <'--- •---- --- •- _---'- --• minor organics, dark brown, (SC)
<br />_ EXISTING FENCE
<br />CLAY, medium stiff, with sand to sandy, with organics moist, dark
<br />¢ SANDSTONE, hard to very hard, silty, slightly moist, grey 4920
<br />brown, (CL). PROPOSED CONTOURS SW 1,=501i t0'v
<br />:. SAND, very loose to very dense. with gravel and silt, moist to wet, � � � PROPOSED SLURRY WALL 3' INTO BEDROCK
<br />t0�
<br />" {�- tan, (SW -SM to SP -SM).
<br />4950 W { ._ __... _ w._ _.- _. __ _ _ - _ ---- • • PROPOSED SLURRY WALL 5' INTO BEDROCK
<br />Z r ° "° " "' " " " _ _ I CLAYSTONE, hard to very hard, minor siltsttone lenses, carbonaceous, i i i -- - - - - -- EASEMENT 50 25 0 50 t00 150 W W
<br />Slightly moist, dark brown to dark gray. ! Z
<br />2=
<br />w Misc. Symbols 1 6 i ® SLURRY WALL CAP CROSSING 1 - SEE DETAIL 2 SHEET 3 OF 10 scv> IN FEfT _ UJI
<br />4940 Q � Water level during drilling PA -01 LOCATION H CROSSING 2 -SEE DETAIL 3 SHEET 3 10
<br />SLURRY WALL CAP CROSS
<br />IXISj1NG GRADE z Water level one or ten days -: -� OF Q W ULI
<br />0 P
<br />t - after boring completion d i 3 Q - N , �_o.
<br />- - - - -- --t- -- - - - - - -r d. _ a
<br />- -- ¢ ¢ - -- - -- _ - -
<br />{ i {' d� -- - - --
<br />4930 493.1 - - - -- __ -``
<br />f
<br />5/12
<br />I i I j • -_;, i � ! I .:.Nj i j .�,tt F .;fir
<br />i
<br />a ) i
<br />4920 _._..,_____ _..._. -._... :-___._,._. ....__ ..............__._.__..._ _.•__..._. ....,.�... ».._.,....._.- W,:...t ...,._......:_...... _.....:_.__ .__.,. _._..._,_._ ..._ -....- __.._._...... __........__ _...._•.,. ._._._,.., ... -...._ _
<br />38/12 �.
<br />SHOWN
<br />S APPROXIMATE I ii a !A'O
<br />4910 '.S_ i.2 9
<br />i
<br />- _
<br />08, i / 2
<br />i ! 712: 4906.6 25/12 •�. �¢ `;�• ..»
<br />5' ; 61 I 49p5.3�'"'�' R 4903.6
<br />4900 .._.,.,._..� -; „___ .,_.,._.�..�_.___.._ '- --� -°- t - -t -----• , 1 a • ,_.W..- .......� �......_.._ , ..._ ...._.,___•,__,_..._ >.__,. _ .,�. �._.. .. _ ,.,... — • — — — — — -
<br />1 1x10 4
<br />{{ 5
<br />s ANnCIPAnf DEPTH OF CUTOFF i 9.2x10 *5 3 e 8.7x10 -5 ¢
<br />i[ tt;
<br />I TRANSITION TO BE DETERMINED
<br />4890 a - - --- f S _ -- ---w -- •-- _ -_ _ __� ! _ + 50/4 BY ENGINEER IN THE FIELD
<br />:
<br />NOTES: r 3 - = 1.9x1 _,.l - 5.500-51- -" _...,.._..
<br />f _ = f 0�-5 -�-- I 1 -�r-
<br />I ? : _ !�
<br />1, 19/12 indicates that 19 blows of a; 140 pound ;hammer fallijtg 30 ;
<br />inches were required to' drive a 2 -inch I.D. Califria sample 12 4084.1
<br />r 4805.3
<br />inches. I c y 488.0
<br />4880_. _ _ _ _ ._.__.
<br />_ _ -.
<br />2' 7.5 Packer:'test locatioq with hydmtlic conductivity
<br />in cm /sec - .„ 1
<br />8.200-6
<br />50/4
<br />4870 150/6
<br />' .
<br />zo M A ,n n
<br />M M M M M M M M M M M M M N I.1 b
<br />1J O O W O T OI Q m O. M ,., ♦ lV c1 n O O
<br />42 +00
<br />Lt
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<br />48 +50 49+
<br />6M11#1
<br />51 +00 51 +w
<br />JUN 0 6 ?0 14
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