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PERMFILE139460
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PERMFILE139460
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Entry Properties
Last modified
8/24/2016 10:40:18 PM
Creation date
11/26/2007 8:40:44 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977436
IBM Index Class Name
Permit File
Doc Date
1/13/1977
Doc Name
FULTON IRRIGATION DITCH CO STOCK CERTIFICATION 2366-45 SHARES REISSUE REQUEST
From
BENEDETTI OPPERMAN & MARTINEZ PC
To
GAUNT DIRRIM & COOVER
Media Type
D
Archive
No
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<br /> <br />The high land lying West of the Riverdale Road is to be mined <br />only sparseley by removing only the tops of some of the higher hills. <br />The lower area, East of the Riverdale Road, lies within the <br />South Platte River flood plain and is to be completely excavated as <br />a wet pit operation and is to be rehabilitated into a lake upon cora- <br />pletion of the mining operation. <br />3. Drainage Areas <br />Ttio land may be divided into the following 4 areast <br />A-1 The largest part of the land draining through <br />the two large natural drainage ways and con- <br />centrating at a culvert under the Brantner <br />Uitch. <br />A-2 A small area draining into the Brantner Ditch <br />at various points along the ditch as it passes <br />through area A-2. <br />A-3 A small area draining into the Brantner Ditch <br />at various points along the ditch as it passes <br />through area A-3. <br />A-4 The area lying in the flood plain which is to be <br />mined and operated as a wet gravel pit, this <br />area will receive all runoff from Area A-1. <br />Areas A-2 and A-3 are small drainage areas which will not be <br />altered or effected by proposed mining operations. These areas will <br />continue to drain into the Brantner Ditch however it is recommended <br />that if the character of these areas is in any wary altered and if <br />construction of a rehebilltation plan is begun, another more detailed <br />investigation should be roads of these areas to insure that no excess <br />water is directed into the Brantner Ditch. The Brantner Ditch can <br />be protected by constructing retention ponds in Areas A-2 and A-3 <br />and/or by constructing an overflow at the main drainage wny at con- <br />centration point CA-1' <br />- 2 - <br />
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