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GENERAL43521
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Last modified
8/24/2016 8:12:15 PM
Creation date
11/23/2007 12:26:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1994117
IBM Index Class Name
General Documents
Doc Date
12/19/1995
Doc Name
HAZEL A WATER STORAGE CAPACITY AND EVAPORATION FOR MODIFIED TAILINGS POND PN M-94-117-COM INC
From
RICHARD FOX
To
DNR
Media Type
D
Archive
No
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<br />Gold Hill Mill Raul A Wahr Storage Capacliy 12/18/95 <br />A Brunton, tape, end level survey was performed on the Hazel A mine to determine the storage <br />capacity behind the bulkhead Disterrcev were taped end elevations determined using a level beck <br />to a point where the high water mark meets the floor on the main drift of the Hazel A Table 1 <br />shows elevations relative to a zero elevation just behind the bulkhead near the portal. <br />There were three main drifts that contained the majority of the water stored in the Haul A The <br />main drift (Stations 1 through 8) is driven in a generally westerly dvection. There ero two main <br />side drifts just behind the bulkhead. The fret side drift is driven north for 34feet end then goes <br />west, paralleling the main drift for 51-feet A second side drift is driven to the south and a~.ends <br />back 36-feet The first station of both side drifts end the mein drift ere the carne point <br />The high water level was measured where the high water line on the rib intersected the IIom of <br />the drift. The location on the floor was eL Station 7 (W.L) erd was 4.1 S ~a111yrer then the floor <br />elevation at the bulkhead <br />TABLE 1 <br />GOLD HILL MII.L <br />HAZEL A WATER VOLUME SURVEY <br />S7'AiION DL47ANCE H.L B.S. D ELEV. ELEV. GRADE % <br />I 5.00 0.00 <br /> 100 2.40 <br />2 4.80 2.60 2.40 2.40 <br /> 69 1.7 <br />3 4.90 3.60 1.20 3.60 <br /> 35 0.31 <br />4 5.18 4.72 0.18 3.76 <br /> 1 1.12 <br />S 5.15 4.99 0.19 3.97 <br /> 43 0. <br />6 5.10 5.15 0.00 3.97 <br /> 24 <br />7 .L. 0.1 4.15 <br /> 66 0.76 <br />8 4.6 0.50 4.47 <br /> <br />1 SD NORTH 5.00 0.00 <br /> 0.00 <br />2 SD NORTH 4.82 5.00 0. 0.00 <br /> 0. <br />3 SD NORTH 4.90 4.52 0. 0.30 <br /> 1 0.93 <br />4 SD NORTH 4.7 0.1 0.44 <br /> <br />1 SD SOUTH 5.00 0.00 <br /> 36 0.50 <br />END SOUTH 4.82 0.1 0.18 <br />
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