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- 7/17/2008, 11:32:09 AM-JWD
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- 7/17/2008, 11:32:09 AM-JWD
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Entry Properties
Last modified
10/28/2020 7:44:29 AM
Creation date
7/17/2008 2:14:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
P2008046
IBM Index Class Name
Permit File
Doc Date
7/1/2008
Doc Name
New NOI- Non. Conf.
From
AMSO
To
DRMS
Email Name
SSS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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THE INFORMATION ON THIS PAGE DOES NOT NEED TO BE HELD CONFIDENTIAL <br /> Exhibit C-AMSO,LLC Notice of Intent Supplemental information <br /> • B. Describe the method for bed re aration and application method or ass/orb <br /> .f „ P P � PP .f �' .� <br /> seeding: <br /> The seed bed in all reclamation areas will be prepared by scarifying,tilling, <br /> harrowing, or roughening the surface of the replaced topsoil prior to seeding where <br /> needed to improve revegetation potential. All disturbed areas will be reseeded with <br /> certified weed-free seed mixes. The Rolling Loam areas will be reseeded with Native <br /> Seed Mix#2, and the Pinyon-Juniper Woodland areas will be reseeded with Native <br /> Seed Mix#3. The seed mixtures will be range drilled or broadcast to achieve the <br /> application rate specified in"Section A,"above. <br /> To prevent erosion,certified weed-free straw mulch,or mulch derived from chipping <br /> woody material salvaged during clearing operations,will be applied over seeded areas <br /> at a rate of 2,000 lbs/acre and crimped in. If necessary,permanent erosion control <br /> measures, such as geotextile fabrics may be installed. Reseeding operations will take <br /> into account environmental factors such as seasonal patterns of precipitation, <br /> temperature, and wind; soil texture and fertility; slope stability and the direction the <br /> slope faces. If it is determined that the topsoil material is deficient in nutrients, <br /> fertilizer will be added. <br /> After vegetation has been reestablished to pre-project levels and all disturbed areas <br /> have been finally stabilized,any soil that has accumulated in the drainage system will <br /> • be removed and temporary BMPs, such as silt fences and straw bale check dams,will <br /> be removed. <br /> References: <br /> Coffm,D.L.,F.A.Welder,and R.K.Glanzman. 1971. Geohydrology of the Piceance <br /> Creek Structural Basin between the White and Colorado Rivers,Northwestern Colorado: <br /> United States Geological Survey Hydrologic Investigations Atlas HA-370. <br /> Saulnier,G.J. 1978. Genesis of the Saline Waters of the Green River formation,Piceance <br /> Basin,Northwest Colorado:;University of Nevada Reno,unpublished Ph.D.dissertation. <br /> Tobin,R. 1987. Water Quality in the Piceance Basin, in Taylor J.,ed.,Oil Shale,Water <br /> Resources, and Valuable Minerals of the Piceance Basin,Colorado: The Challenge and <br /> Choices of Development.U.S.Department of Interior US Geologic Survey Professional <br /> Paper 1310.U.S. Government Printing Office.Washington D.C. <br /> U.S.Bureau of Land Management.2006.BLM Instruction Memorandum No.2006-073, <br /> Weed-Free Seed Use on Lands Administered by the BLM(1 12 012 0 0 6) <br /> 30 <br />
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