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� w <br />d ° <br />N <br />C N <br />0 <br />n <br />3 <br />_.1-- ---1�= �� a <br />4. <br />_h. J +r�/!.1 PROPERTY 15 v <(/ <br />- <br />1 <br />.... -_ _. .. _ - -.. .... .. . -. _- _. .. .. ...- _ ... _ - N N G <br />... ._. <br />-- .... o �` o f _/ �..�� 2 SPA 0 y O o <br />m <br />3 +00 13 +50 <br />_ y 1 00 C� <br />fTl D - _ - _. 4 <br />FUTURE PROPOSED S0 <br />-I _- c� - . «_ - 4930 , + 2 �S <br />�L <br />t7 1 t \ i ACCESS RO a x0 <br />2 = APPROXIMATE LOCATION OF �� N ' r . �' 30,0000 r o �' \ \ - i / O a <br />ya <br />o M r �.�.� RELOCATED LUPTON _ + + _.. - _ ._ Q 7+ 8 E _ - <br />I k� 55' <br />1 RI BOTTOM DITCH _1i111Y_ - 7 +0 .� �� rn 0x ; 55 o <br />�. _. 1 N <br />r <br />1. , <br />O <br />mo—Wim O 0 +00 rail Yi�i X11 i 11 i 1 +-.._ LURRY WALL I ¢ <br />c w u Z r I I 3� i B± 50 I 0 i <br />1+50 - --(SEE DETAIL CSHEET 5) e <br />P1 OF THIS k <br />g5�. <br />. - N 9915 21 ;, �'- v�, - --_,._, - •..�;, ,;� <br />— -- <br />N - •„ 'NOT PART <br />+ E 8976.35 w?v �� <br />CONTRACT <br />° N 9903.69 a w <br />° E 9253.62 <br />z <br />0 <br />c <br />. `a <br />ti <br />17.5 I" BANK PROTECTION I y <br />vL <br />1 (SEE DETAIL SHEET 5) •h5' a <br />*NOT PART OF THIS CONTRACT <br />( APPROXIMATE LOCATION SHOWN <br />cr, <br />FINAL LOCATION TO BE DETERMINED ••��,1 APPROXIMATE LOCATION SHOWN' <br />FINAL LOCATION TO BE DETERMINED <br />BY ENGINEER IN THE FIELD' BY ENGINEER IN THE FIELD <br />/ A <br />�. <br />All O <br />1 , __ <br />O <br />i f P p: aO <br />LU <br />LU <br />LP <br />Uj <br />t ` <br />i <br />v N per, <br />f r <br />NOTES: <br />LEGEND: <br />OW W J + <br />Symbol Description KEY TO SYMBOLS LEGEND: Z Q d O <br />P <br />1. 19/12 indicates that 19 blows of a 140 pound hammer falling 30 y <br />inches were required to drive a 2 -inch I.D. California sampler 12 Strelto symbols PROPERTY LINE Q 3 '. <br />4960 inches. SAND FILL, loose to medium dense, with silt and clay, <br />SILTSTONE, hard to very hard, sandy, clayey, � EXISTING POWER (,� � (/� <br />-8 ® minor organics, dark brown, (SC) slightly moist, gray ___.____.as2q -- --- -•'•- - 4960 CC cc <br />2. a 7.5 x 10 Packer test location with hydraulic conductivity -.- - _ _ ._ _ -_._ EXISTING CONTOURS W <br />in cm sec CLAY, medium stiff, with sand to sandy, with organics moist, dark SANDSTONE, hard to very hard, silty, slightly W <br />/ <br />01 brown (CL). moist, gray � EXISTING FENCE SCUE t'-5011 toV <br />4920 PROPOSED CONTOURS t CONTOUR tllfRlpY ~ a j <br />SAND, very loose to very dense, with gravel and silt, moist to wet, CA <br />" r tan, (SW -SM to SP -SM). PROPOSED SLURRY WALL 3' INTO BEDROCK 50 25 0 <br />4950 _...._. _ -.... « _ . _ _.. __ ._ .._ _ _. _ _ _.... W <br />50 100 150 <br />` CLAYSTONE, hard to very hard, minor siltstone lenses, carbonaceous, i ? PROPOSED SLURRY WALL 5' INTO BEDROCK Z W 4950 <br />Slightly moist, dark brown to dark gray. EASEMENT SrJYE d = 2 <br />! Misc. Symbols W Z <br />)[ � � ® SLURRY WALL CAP CROSSING 1 -SEE DETAIL 2 SHEET 3 OF 10 <br />4840 I ____,.. -_.. _. -may Water level during drilling j - - - -'- -s•- - - -•• -- CROSSING 2 - S DETAIL 3 SHEET 3 OF 10 <br />© SLURRY WALL CAP CROSS EE <br />_ _ _ ^- ~�- - -���- i a. Water level one or ten days �,- __ _ - 0 PPA -01 LOCATION OF TEST HOLE <br />_._.. <br />> f ._._ ...... ........ 4940 _ <br />IXITING GRADE Q Y o <br />d; € after boring completion i O � t p v <br />4933.0 - -- T - - - -- -- - -- t + (L o <br />�- -- _ <br />r t z _._ -- i ------------ _T - - -- ----- r - - - -� - - -- ,----- - - -�'� ---. -- - -- - - - -- — — <br />4930__ - --------- - - - - -- <br />__ 4930 <br />Z <br />I 1 12 I l _k . i O <br />4/12 <br />s i <br />♦- � 2 <br />a i I i <br />4920 <br />t <br />A 12— :�. t ' t : f . —; yl :: 4920 <br />m <br />': <br />13/12 <br />:. O <br />i <br />.• <br />1 � <br />? ii N <br />4910 o <br />i 4910 D HON SHOWN <br />o a <br />4904.0 !� 1� t j IS APPROXIMATE 30/12 <br />�a _ ;.►- : 4903.2 0 <br />Date: 02/02/04 <br />- r--— t--- —••-�— -r I :' <br />• �3' i <br />,� �• <br />4900 <br />• � :.._ r _ _ ..,_ 125 <br />50/6 ' �:L -. 4900. i� �= DO <br />4900 WSS <br />gp <br />ANTICIPATED DEPTH OF CUTOFF .5x10 -6 Clacked: JAL <br />50/5 sale: - 1 • =50'V1 0'H <br />4890 <br />4890 <br />3.500 -7 � + P� <br />1 � S f ! � 1 1 I i 'i ' 1 i '✓, <br />{ <br />'• V , I I p <br />_ ... ... ...__. .... »..- _. .. <br />50/5 <br />4880 157 4882.5 4880 <br />10/ <br />s i pp I 3 ..•�� .; <br />S�0NAl -t'• <br />4870 <br />40 <br />70 $7C¢t: <br />N <br />XZ <br />W Y <br />0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10+50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 + Of 1 O <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY <br />