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<br /> Mo , I ,/ - , � 0e, I � : ,,,, � ." 11 , - PRECIPITATION WATER GENERATED BY OPERATION 2.25 INCHES PRECIPITATION FOR 24
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<br /> Only Chance MS17455 Horse Shoe MS 17121 1 1 I"" I/ I/ ,,- "",_ '___ 1/11/' _____'_,__________ftwi�ft 11", "' ......""'11.1-1111 �, / � I I � r :<�,�� 11- I ___ � � , - /I I� ; (BUILDINGS AND CONCRETE SURFACES-10,500 SQ FT VOLUME IS 2,000 CU FT(BUILDINGS AND CONCRETE PADS ONLY)
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<br /> EXPLANATION � "I I/ , �- ,,..,o ,�,/, 1/_1 '1�1 I'll, I I '1� ,__---,_� ,r 7��- I I I �, 1 ; " '1V, 11- I I ,"' I �"/ // 11 �, , � I-" �
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<br /> � Z ,� 11 , " I ,_ , / , I I TOTAL CALCULATED STORMWATER GENERATED WITHIN 10,000 CU FT(SUM OF BUILDING RUNOFF PLUS GROUND SURFACE) MODELED
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<br /> I , , ,, � I 11P, , "I I � I I I I �. �, � " CURRENT WORK AREA(10-YEAR STORM USING USDA VANTR-55 PROGRAM
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<br /> / �I , I �11 I F, I F-F - " - I ,� __" ,I I � I " .... 11 J ", I ._11 , RUN-OFF STORAGE AREA CAPACITY 1375,000 CU FT(EAST AND WEST POND TOTAL VOLUMQ
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<br /> I � I 111. - 11 11 1, � � I I � I��, I/ '? " / �, I, THE CURRENT TOTAL CALCULATED STORAGE CAPACITY IS 375,000 CUBIC FEET. THE RUNOFF AREA INCLUDES ROADS,BUILDINGS,AND
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<br /> - Permit Boundary 9. 1 1 / I", "I I I'll - , 11 I I"', e � / "I ! ,�, " �ia�I I 1,- ....0/ I 'ALCULATED 100 YEAR 24-HOUR STORM EVENT. DIKES AND BERMS ARE CONSTRUCTED OF WHER COIVPACTEDNATIVE�LOW
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<br /> Mapped Pits, Adits and Shafts ,� ," " F" / �'_', - e I 11 , I I 1,a�lvaajoo`!�� BELOW A ROOF TO KEEP OUT PRECIPITATION. THE SECONDARY CONTAINMENT STRUCTURE HAS STORAGE CAPACITY TO HOLD 13,800
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<br /> � � I I "I I " �___� I ____ " � � , � I � I CONTAINMENT THAT WOULD KEEP PRODUCT FROM FROM REACHING SURFACE WATERS BY ABSORBING THEM IN SHALLOW SOILS WITHIN
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<br /> Feet I -, ","I 1-'-'�� -_.,_11_1___"__ I I___/ / /I A� ; : � � ! I , ___.......___ (� THE ROADWAYS,WHERE THEY WOULD BE QUICKLY ISOLATED AND REMOVED.
<br /> 0 25 50 � 11 - "o, I'll,,,_I 11" / I f - - z ..( I i I 11 iiiiil=101010000081� � �11)1
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<br /> =09;;;;;;;;Q I Q� , - - "I I I 1/�I ''I ,,, __111111--.--`, _`,____ I __1111 111,1'�'I'll 11 I ! - ` I ON\ 3. THE MILL BUILDING IS USED TO STORE ALL MILLING-RELATED CHEI\AICALS AND REAGENTS. SINCE THE BUILDING IS ROOFED THERE
<br /> SCALE 1"=50' qT __/,,,,�_I I -�� _11...111-, 1-11 . � I (Z) CAN BE NO DEGRADATION OF THE CONTAINERS DUE TO WEATHER. THE RELEASE OF ANY SOLID REAGENTS WITHIN THE STRUCTURE
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<br /> Contour Interval = 2 feet �,"�,��11 1���� _N WOULD BE COLLECTED FROM THE FLOORS USING APPROPRIATE TOOLS. THE MAIN FLOOR IS CONCRETE THE RELEASE OF FLUIDS IN THE
<br /> Note: Permit corners marke with 5 1/2' stael "Too' posts I .............__11-111-1 I _ 0, QUANTITY DESCRIBED IN THE PLAN(ONE INDIVIDUAL CONTAINER)WOULD BE RENTAINED ON THE FLOORS WITHIN THE BUILDING. IN THE
<br /> EVENT THAT FLUID FLOW MIGHT REACH AN D(TERIOR WALL,THE TIGHT SEAL BETWEEN THE WALL AND THE FLOOR WOULD CONTINUE TO
<br /> ENGINEER'S CERTIFICATION CONTAIN THE SPILLED FLUIDS UNTIL A TIMID.-Y CLEANUP COULD BE INITIATED. IN THE UNLIKELY EVENT THAT SEAL SHOULD DEVELOP A
<br /> Stormwater Runoff � SMALL LEAK,THE MINIMAL AMOUNT OF FLUID THAT MIGHT SEEP THROUGH WOULD BE RBVIOVED BY COLLECTING ANY IMPACTED SOILS
<br /> This report was prepared by the Engineer who's signature FOUND ADJACENT TO THE BUILDING FOUNDATION.
<br /> appears below or, e engineer's direct supervlslon).
<br /> Lucky Strike Project I . I �_p 11 I , 114,11 4 THE ORE STORAGE AREA IS LOCATED INSIDE THE GENERAL STORMWATER CONTAINMENT AREA,AND SURFACE FLOW GENERATED
<br /> b r E-%t u n "I' WOULD GENERALLY BE RETAINED IMMEDIATELY WITHIN THE PAD AREA BY THE BERMS. IN THE EVENT OF A LARGE RAIN AND MINIMAL
<br /> Gunnison Coun Y, CO I SIGNATURE, 'I, � I / STORED ORE�SURFACE WATER WOULD MIGRATE NORTHWARD TOWARD THE TAILINGS PONDS AS SHOWN. MODELING INDICATESTHAT
<br /> BRAUN ENVIRONMENTAL, IN I IT IS UNLIKELY THAT THE 100-YEAR STORM EVENT WOULD PRODUCE MORE THAN VERY MINIMAL TRANSPORT OF MATERIALS. INTHE
<br /> 355 South Teller Street Ste 200 C' February 23, 2015 Drawn by: Staff Additional Notes: EXTRSVELY UNLIKELY EVENT THAT STORIVIWATERS SHOULD TRANSPORT MATBRJA LS FROM THE STORAGE AREA,THEY WOULDBE
<br /> - Field Mapping/GPS Processing - W. R. Kemp Sept. 2014 No, 22601 CAPTURED VOTHIN THE PERMIT AREA AT THE TAILINGS PONDS. NOTE THAT CARE NEEDS TO BETAKEN TO MAINTAIN CURRENT DIVERSION
<br /> Lakewood, COLORADO 80228 Date Rev: Located In SW 1/4 Sac 10, T48N, RlE NMPM 1, " � SHOWN AT PRIMARY POND UNLESS DESIGN IS MODIFIED TO USE THAT POND FOR FUTURE STORPANATER STORAGE
<br /> PHONE (303) 988-7697 Checked by: C.A. Braun DATE,
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<br /> Received FEB 27 2015
<br /> Division of Reclamation Mining &Safety I \, \
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<br /> M-1 982-080- Responses to 01/26/2015 Coments
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