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GENERAL32961
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Last modified
8/24/2016 7:55:12 PM
Creation date
11/23/2007 7:28:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
General Documents
Doc Date
8/18/1998
Doc Name
COMMERCIAL MINE PLAN SUBMITTED TO BLM SECTION 7
Media Type
D
Archive
No
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<br />• The Piceance Site is located approximately 22 miles southwest of Meeker, Rio Blanco <br />County, on the Yankee Gulch Joint Venture Leases. The Piceance Site occupies <br />portions of T15, R97W, Sections 15 through 22, 28, and 29 of the Sixth Prime <br />Meridian. The pipeline corridor is approximately 44 miles long and extends from <br />within the Piceance Site to the Parachute Site. The Parachute Site is located <br />approximately 3 miles northwest of the town of Parachute, Garfield County, with <br />the preferred Parachute Site occupying the existing Unocal facility in the south half <br />of T6S, R96W, Section 34. <br />7.1.2 Topography and Elevation <br />Topographically, the Piceance Site is dissected by shallow valleys that are separated <br />by broad, relatively flat, soil-covered ridges. The highest elevation of the Piceance <br />Site (6,700 feet mean sea level) occurs in the southwest corner, while the lowest <br />elevation (6,020 feet) occurs in the northeastern part at Piceance Creek. The total <br />relief within the Piceance Site is approximately 680 feet. <br />Piceance Creek, which is located between the east and west portions of the Piceance <br />Site, is a perennial stream that flows from the southeast generally toward the north. <br />Piceance Creek occupies a broad, flat floodplain about one-quarter mile wide <br />bounded by steep banks. Three dry washes on the property are tributaries to Piceance <br />Creek. These include Horse Draw along the southern border of the Piceance Site, an <br />• unnamed dry wash crossing Sections 20 and 21, and a third dry wash draining much <br />of Sections 16 and 17. These dry washes contain intermittent water only during <br />spring snowmelt and during heavy summer and fall rainstorms. <br />The pipeline corridor crosses Piceance Creek twice over its 44-mile length, once at <br />Horse Draw in T1S, R97W, Section 28 and once at the mouth of Collins Gulch in <br />T2S, R96W, Section 32. Elevation along the pipeline corridor ranges from 6,100 feet <br />at the Horse Draw Piceance Creek crossing to a maximum of 8,280 feet on Barnes <br />Ridge at the divide between the Piceance Creek and Parachute Creek drainages in <br />T4S, R96W, Section 34 to 5,360 feet at the Parachute Site. The pipeline corridor has <br />its greatest change in elevation at Davis Point, north of the confluence of the West <br />Fork and the Middle Fork Parachute Creek in TSS, R96W, Section 24, where it drops <br />from approximately 8,160 feet to 5,880 feet over a distance of approximately 4,000 <br />horizontal feet. From this point, the corridor parallels Parachute Creek in a <br />relatively flat valley where it terminates at the Parachute Site at approximate <br />elevation 5,360 feet. The preferred Parachute Site is virtually level. <br />7.2 GEOLOGY AND SOILS <br />7.2.1 Regional Geology <br />The entire American Soda project area is included within the Piceance Creek Basin. <br />• The Piceance Creek Basin is a broad, asymmetric, southeast-to-northwest structural <br />and topographic basin located in northwestern Colorado. The basin has an areal <br />Amencan Soda, L.L.P. '7_2 <br />Commercial Mme Plan <br />August ltl, 1998 <br />
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