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PERMFILE50304
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Last modified
8/24/2016 10:54:54 PM
Creation date
11/20/2007 2:25:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Permit File
Doc Date
4/26/1999
Doc Name
PRELIMINARY RESPONSE PLAN
Section_Exhibit Name
APPENDIX A PRELIMINARY STORMWATER MANAGEMENT PLAN
Media Type
D
Archive
No
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<br />APPENDIX A <br /> <br />PRELIMINARY STORMWATER MANAGEMENT PLAN <br />1.0 SITE DESCRIPTION <br />1.1 Piceance Site <br />The Piceance Site is located within the BLM White River Resource Area and is <br />contained within T1S, R97W, Sections 15, 16, 17, 18, 19, 20, 21, 22, 28, and 29, 6th <br />Principal Meridian (PM), Rio Blanco County, Colorado. <br />1.2 Parachute Site <br />The Parachute Site will be located on private property in the Parachute Creek valley, in <br />T65, R96W, Sections 34 and 35, 6th PM and T7S, R96W, Sections 2 and 3, 6th PM, <br />Garfield County, Colorado. <br />1.3 Receiving Waters <br />1.3.1 Piceance Site <br />The Piceance Site is located within the Piceance Creek watershed, which discharges into <br />the White River. Within the solution mining well field discharge of stormwater will <br />occur through numerous intermittent channels into Piceance Creek (Figure E-3). These <br />channels generally carry water only after precipitation events and during snowmelt, <br />although water may remain in some sections for several days, stormwater runoff from <br />the initial processing area will be routed to a stormwater retention pond. This pond is <br />designed to hold the 24-hour 100-year storm event plus 50 percent plus the capacity of <br />the largest tank onsite plus 1 foot of freeboard. The stormwater flow paths for the <br />processing area of the Piceance Site are illustrated in Figure E-1. Solids will be allowed <br />to settle in the retention pond and decant water will be discharged into intermittent <br />channels where it could eventually enter Piceance Creek. <br />1.3.2 Parachute Site <br />The Parachute Site is located in the Parachute Creek watershed, which discharges into <br />the Colorado River. stormwater will be collected in an existing network of drainage <br />ditches and stormwater sewer lines that serve the site. stormwater from process areas <br />will be routed to a stormwater retention pond; stormwater from non-process areas will <br />be routed directly to Parachute Creek. Figure E-2 represents a division of the site into <br />drainage Zones and outfalls. Zone D-1 contains two evaporation ponds for process <br />Preliminary Response Plan A-1 <br />Yankee Gulch Sndium Minerals Project <br />American Soda, L.L.P. <br />
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