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4910 <br />4870 <br />............. <br />------------ <br />Cn <br />M <br />M . -4 0- —4 <br />(1) <br />- ------------ APPROXIMATE LOCATION OF PPA-1 <br />�'RELOCATED LUPTON <br />M r <br />M + <br />BOTTOM DITCH 14 0, <br />F" <br />uim Sim <br />0 —0, <br />—67 0 <br />ZV "o84 od 50 4+ IM <br />NNW <br />1 +50 <br />P1 4O S5 <br />N 9915.21 <br />8976.35 <br />+ P2 <br />N 9903-69 <br />• <br />9- <br />.. ........ 15 , <br />PROPERTY LINE 4Y ij <br />y <br />cej <br />M r 10 PPA-01 <br />Lk 441� <br />...... ...... I I Ar , <br />0 13+50 14700 .44; • .4 2+00 12+50 13+00 <br />11 50 <br />0 <br />+ 0 FUTURE PROPOSED 7 <br />0 ACCESS R <br />):101111) 43 <br />0000 4- 0 jrtp 0000 x <br />J 5.5' OR AS <br />D YIKLUItU <br />+50 9 <br />i+ 7+550 e,8 <br />15 <br />I N7SLURRY WALL <br />50 -- -RANK RRnTFiTII�AI <br />DETAIL SHEET <br />PART OF THIS <br />MV I Ica; <br />1. 19/12 indicates that 19 blows of a 140 pound hammer falling 30 Symbol Description KEY TO SYMBOLS LEGEND: <br />inches were required to drive a 2-inch I.D. California sampler 12 Strata Symbols PROPERTY LINE <br />® inches. SAND FILL, loose to medium dense, with silt and clay, SILTSTONE, hard to very hard, sandy, clayey, P <br />-- EXISTING POWER <br />minor organics, dark brown, (SC) slightly moist, gray <br />2. a 7.5 x 10 Packer test location with hydraulic conductivity EXISTING CONTOURS <br />in cm/sec CLAY, medium stiff, with sand to sandy, with organics moist, dark SANDSTONE, hard to very hard, silty, slightly EXISTING FENCE <br />M brown (CL). moist, gray —4920 1'--WH 10V <br />F7VR SAND loose to very dense, with gravel and silt, moist to wet, PROPOSED CONTOURS CWOUR <br />...... tan, �Srsm to SP-SM). PROPOSED SLURRY WALL 3- INTO BEDROCK 50 25 0 Y 50 100 150 1�1 <br />CLAYSTONE, hard to brown very hard, minor siltstone lenses, carbonaceous, PROPOSED SLURRY WALL 5' INTO BEDROCK Uj <br />Slightly moist, dark n to dark gray. LU <br />- - - - - - - - EASEMENT <br />T&E IN FEET <br />U) <br />SLURRY WALL CAP CROSSING 1 - SEE DETAIL 2 SHEET 3 OF 10 F- W < W <br />SLURRY WALL CAP CROSSING 2 - SEE DETAIL 3 SHEET 3 OF 10 <br />10 PPA-01 LOCATION OF TEST HOLE <br />9 <br />0- <br />a. - — — — — — a- <br />-- — — — — — — — — — - — — r — — — — —.r— — — — — — — — — <br />— — — — — — — — — — — — — — — <br />4/12 <br />:41r <br />13/12 <br />6— <br />90. <br />Misc. Symbols <br />Water level during drilling <br />EXITING GRADE Water level one or ten days <br />after boring completion <br />0 ? <br />— — — — — — 4933. <br />— ------------ <br />1112 <br />.... or <br />A0112— <br />.......... .... ..... <br />4877.6 <br />4 T C <br />,-7 C4� <br />1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 <br />W <br />.j <br />BEDROCK LOCATION SHOWN <br />0 <br />0 <br />> <br />z <br />W <br />_j <br />4 <br />IS ;APPROXIMATE <br />+ <br />V <br />HZ <br />A <br />ar <br />'50 <br />YaJ <br />C4 <br />4904.0 <br />ft <br />IL C) <br />4903.2 <br />30/12 <br />rsep <br />a <br />-J + <br />40 <br />244 <br />Uj <br />0 B: <br />U <br />CL <br />CC (A <br />$0/ <br />CC <br />W <br />CC <br />D <br />11— <br />CL <br />j <br />0 <br />rLL17 NO <br />-6 <br />ANTICIPATED DEPTH OF CUTOFF <br />4900 <br />4.500-6 <br />Eom :* Wss- <br />ign; FWL <br />Chodw& JAC <br />IL <br />4 <br />0 <br />Low <br />U <br />.......... .... ..... <br />4877.6 <br />4 T C <br />,-7 C4� <br />1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 <br />z <br />O <br />in <br />W <br />0 <br />R <br />W <br />.j <br />Ij <br />0 <br />0 <br />> <br />z <br />W <br />_j <br />4 <br />CO) <br />W <br />+ <br />V <br />HZ <br />A <br />ar <br />40 <br />YaJ <br />C4 <br />00 <br />ft <br />IL C) <br />:3 cc <br />0 <br />CL <br />a <br />-J + <br />40 <br />244 <br />Uj <br />0 B: <br />U <br />CL <br />CC (A <br />W <br />x <br />CC <br />W <br />CC <br />D <br />11— <br />CL <br />j <br />0 <br />rLL17 NO <br />-6 <br />Dwc: 02 02 04 <br />4900 <br />Eom :* Wss- <br />ign; FWL <br />Chodw& JAC <br />IL <br />4 <br />0 <br />Low <br />U <br />0 M <br />U It <br />z <br />ice <br />< <br />Q� <br />C <br />lo, <br />o. <br />A: <br />z <br />O <br />in <br />W <br />0 <br />R <br />W <br />.j <br />Ij <br />0 <br />0 <br />> <br />z <br />W <br />_j <br />4 <br />CO) <br />W <br />+ <br />V <br />HZ <br />ar <br />40 <br />N <br />0 <br />mooll *0 <br />00 <br />41 <br />IL C) <br />:3 cc <br />uj <br />0 la <br />U) P <br />a <br />-J + <br />40 <br />244 <br />Uj <br />0 B: <br />U <br />CC <br />CC (A <br />W <br />x <br />CC <br />W <br />CC <br />D <br />11— <br />IL <br />j <br />z <br />O <br />in <br />W <br />0 <br />R <br />4890 <br />t1.500-7 <br />4882.5 1 G 7 <br />- 4880 <br />NAi, <br />a 4870 Sheet: <br />00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +GO <br />- 13+50 14+00 14 er r! 1 Of <br />10 <br />- 'JUN 0 6 2014 <br />M I <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY -7 <br />_j <br />4920 <br />0 <br />Uj <br />C'4 <br />4910 <br />0 <br />rLL17 NO <br />Dwc: 02 02 04 <br />4900 <br />Eom :* Wss- <br />ign; FWL <br />Chodw& JAC <br />Scale: 1.= <br />=50'V10'H <br />4890 <br />t1.500-7 <br />4882.5 1 G 7 <br />- 4880 <br />NAi, <br />a 4870 Sheet: <br />00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +GO <br />- 13+50 14+00 14 er r! 1 Of <br />10 <br />- 'JUN 0 6 2014 <br />M I <br />DIVISION OF RECLAMATION <br />MINING AND SAFETY -7 <br />