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. Rey 4 <br />�e <br />Prepared by <br />E 7,000 <br />E 7,500 <br />. 1�u <br />r, <br />E 8,00\\ <br />O Ni3` <br />—� o <br />z <br />N <br />, <br />R <br />C <br />i <br />\ \ <br />1 I 683010 \ <br />0 <br />6 \ Ib- <br />E 8,500 I (( <br />1 E 9, 000 <br />m� -/ <br />6 / \ <br />I, _ / <br />VE 10,500 <br />/ ___� 65870 ^.. Y J _ A E 9,500 E 10 000 <br />p, 6446 3 64205 <br />i x _ <br />I <br />7 <br />/x 6575 ��I �_ � 1 X <br />65 a72 e gs z � <br />6sao <br />582 00 <br />--- _ ___ \ � 1 ����� 1 ',�� \\ � �� � �� � �� � � � � 5 239 i ��I I 1 �,� / � X— � ✓ � l0 <br />/ l o <br />6577 7 � <br />TOPSQfL� x 1 6445 <br />O <br />x <br />x �_ A <br />6592 7 i �r <br />641d e �0 s <br />5827 <br />�V V� \� � P h x6 6576 4 l <br />6 51 ��� X x 64470 <br />65853 / x <br />6451 7 <br />Ar <br />A50 \ <br />�� <br />6466 8 - <br />•'1 -� �� ---� / / ' �� � �� ' <br />64605 <br />�� �V - -- • A I / 6A� ��14543 0 <br />1 �' 0 <br />6448 8 <br />502 7 \ <br />RE D / '� �� �� x66172 6451 x <br />?! a �\ 4 p� <br />Ro l6 8 6618 30 4 <br />6490 3/�� 201 ` m <br />66182 <br />x <br />All <br />647 <br />14 <br />64/6 <br />64072 <br />i l 66178 <br />x l 64/2 9 �\ x <br />6500- <br />o — - — - 6617 4 z <br />\ V �� _ <br />6507,? \ X <br />0 <br />di <br />mac, <br />\\ \ <br />64162 <br />x <br />6 411.9 �� <br />x \ V \ 00 i A \ l •� / <br />" <br />64103 <br />�651//�� <br />E 10,500 <br />FD1 <br />6395 8 <br />A �I <br />3977 _ - � '� � � A y � �, . - - - - ,- � <br />.- -- _ - �� 6533 2 \ <br />1 1 6397 -s • 1 6412 4 <br />+ _ \ �� \+ � X O O <br />� <br />o A w -- -_ -� V l� 64045 <br />0 <br />O — <br />053920 c 420 9 I ,� <br />i - -- -" / ��� -� + I 6408 1 W <br />-, i V <br />6398 0 X <br />6395 4 1 ��o �� + x 64007 <br />% s6416 7 I ', X <br />�' x 4, <br />0C x 64082 k- - �,1� <br />77 • A 5409 3 64/2 O 1 I S I C I <br />�- u _ A x -, / 1 1 1 1 / 6535 <br />x x / <br />x 6406 9 � --� � � � �� �`'�� � � � � ��� � � I <br />A <br />- A J � � x 5412 k�,z�� <br />6396 4 _ /. Di C <br />X 64/5 8 `� � 64053 x6404 3 �� E 10,000 <br />E 7,000 - 64079 � i 6443 1 ' <br />, / x Y <br />x� 64066 <br />q rt` <br />���� _� r \ �� �� \ � - _ ___ -_-• - -_ - - - <br />\� <br />6443 <br />6405 6 <br />• A <br />•NTYA =A Y ^VAN <br />Denver Colorado <br />_ o CERTIFICATION <br />MOWN p \�' /��j -� 1 car* that I have reviewed this drawing and that <br />i <br />Z RcrEIVED prepared c+���rp^ <br />rt was QeN sion of a certified <br />Z \ �1 x 6425 - r professional '�y`x`'�l land surveyor <br />° assisted b a-iftitt v'8F/R7r�±,p. ral resources <br />64/6 6 / i� _.-v�� ti <br />/ E 9,500 '[fin discipline V� a 77��Iryt�ng�1 herein is <br />/ u�L � � r""�7 accu t or knowl9dgdRind belief <br />Y <br />Anlawi� „� ialsBGeolopy M ohny � e <br />E9,000 <br />v ry ✓v° <br />6424 70 , _ -�,� <br />� - -_— - —� i <br />LEGEND <br />6450 - ” , <br />� - _ _ � � •Armoring (Stoll Steimer) <br />- -- — <br />—Ditches <br />647.5 —_ -_ �--- — —_- - — — -- _ — O O O 0 Culvert <br />6500 <br />E 8,500 <br />E 7,500 E 8,000 <br />r <br />6 <br />CHIMNEY ROCK MINE <br />Date of Photography <br />10 -26 -91 <br />DATE DRAWN <br />10 -20 -91 <br />DRAINAGE CONTROL PLAN <br />„ <br />DATE REVISED <br />12/19/97 <br />, <br />COMPILED BY <br />MAP <br />DRAWN BY <br />EC <br />SCALE 1"= 100' <br />APPROVED BY <br />J K <br />100 50 0 100 200 300 <br />CONTOUR INTERVAL* <br />®+ <br />5 FEET <br />TOWNSHIP 34 NORTH, RANGE 4 WEST <br />SHEET NO <br />of 1 <br />i <br />KAISE=R STEEL RESOURCES <br />3633 E Inland Emp Ire Blvd , Suite 850 - Ontario, California 91764 <br />FILE NO <br />