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GENERAL39727
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Last modified
8/24/2016 7:59:06 PM
Creation date
11/23/2007 10:19:53 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
General Documents
Doc Date
7/22/1999
Doc Name
FINAL ENVIRONMENTAL IMPACT STATEMENT VOLUME 1 CHAPTER 3
Media Type
D
Archive
No
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CNAPTERTHREE Enulronmental Consequences <br />• 3.2.2 Unavoidable Adverse Impacts <br />The Agency Preferred Altemative would result in some unavoidable soil loss due to erosion, <br />interruption of natural soil development and structure, and loss of soil productivity because of the <br />prevalence of fragile soils and the necessary vegetation clearing and soil disturbance during <br />construction. Fragile soils aze predominant throughout the study azea and cannot be avoided, but <br />use of erosion control best management practices and other reclamation procedures described in <br />the Reclamation Plan would minimize potential impacts. Long-term adverse impacts to soils <br />resources could occur if the reclamation procedures aze not applied appropriately or aze <br />otherwise unsuccessful, but inspections and maintenance could prevent most impacts <br />3.3 SURFACE WATER AND SURFACE WATER DRAINAGES <br />3.3.1 Direct and Indirect Impacts <br />The types of impacts to surface water resources from implementing the Agency Preferred <br />Alternative would be similaz to those described for the Proposed Action. However, the <br />development and implementation of mitigation and monitoring plans, as well as project <br />modifications, have reduced the likelihood of adverse impacts occurring. <br />Piceance Site <br />The types of impacts would be similaz to those under the Proposed Action; however, potential <br />adverse impacts should be minimized. <br />Under the Proposed Action, a portion of the surface runoff from the initial processing facility <br />would be diverted to the evaporation pond. Under the Agency Preferred Alternative, a <br />stormwater retention pond would be added to the Piceance Site to control runoff. The pond is <br />designed to contain the 100-yeaz, 24-hour precipitation event, plus an additiona150 percent of the <br />precipitation event, plus the volume of the lazgest on-site storage container. Solids would be <br />allowed to settle in the retention pond, and decant water would be discharged upon visual <br />inspection into intermittent channels tributary to Piceance Creek in accordance with a CDPS <br />stormwater discharge permit. <br />A more detailed erosion control plan has been developed by American Soda (Appendix H). The <br />plan identifies BMPs to control stormwater runoff, reduce the exposure for erosion to occur, and <br />reclaim disturbed azeas. The plan also includes provisions for routine inspections to ensure that <br />erosion control and water treatment structures aze functioning properly. <br />A Well Field Spill Response Plan has been developed to address accidental spills or releases that <br />could occur in the well field area due to piping failures. A preliminary Response Plan has been <br />developed to address accidental spills and other emergency situations at the initial processing <br />facilities azea. <br />A surface water monitoring program would be implemented to detect any changes in water <br />• quality in Piceance Creek, and spring and seeps neaz the Piceance Site. The plan was prepazed in <br />consultation with the BLM, CDMG, USGS, EPA, Rio Blanco County, and American Soda. <br />(Refer to Appendix G for details.) <br />Surface Water and Surtace Water Drainages 3-3 <br />
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