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WSPC07461
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Last modified
1/26/2010 12:11:06 PM
Creation date
10/9/2006 6:29:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.106.A.1.c
Description
Colorado River Water Projects - Animas La Plata - Description - Construction - Durango Pump Station
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/7/2002
Author
DOI-BOR
Title
Durango Pumping Plant - Stage I - Project Specifications - Volume III-A
Water Supply Pro - Doc Type
Report/Study
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<br />002240 <br /> <br />Durango Pumoing Plant - Stage I <br /> <br />reaches a maximum observed thickness of about 15 feet in test pit TPDPP- <br />105. <br /> <br />c. Alluvium (Qal). - Samples of alluvium obtained during drilling consisted <br />primarily of sandy lean clay. The minus 3-inch portion of the material <br />averages approximately 65 percent fmes with medium plasticity and 35 <br />percent fine sand. The alluvium sometimes contains a trace of cobbles. <br />The alluvium was observed in drill hole DH-l 06 to be 23 feet thick, <br />however, most of this material has since been removed from the site by <br />UMTRA-site cleanup activities. The remaining alluvium at the site occurs <br />along the western edge of the site and reaches a maximum observed <br />thickness of about 15 feet in test pit TPDPP- I 02, <br /> <br />d. Glacial Outwash Terrace (Qt). - Terrace deposits underlie the alluvium in <br />the western portion ofthe site. The terrace was deposited by glacial <br />outwash approximately 3 miles downstream of the terminal moraine <br />during late Pleistocene glaciation, The deposit was differentiated from the <br />alluvium during drilling by an increase in the percentage of gravel, <br />cobbles, and boulders. The minus 3-inch portion consists of <br />approximately 60 percent gravel, 25 percent sand, and 15 percent fines <br />with medium plasticity. The oversize (plus 3-inch) portion ofthe terrace <br />deposits ranges from 15 to 25 percent of the total sample. Gravel, cobbles, <br />and boulders in the deposit are predominantly subrounded. The maximum <br />sized boulder encountered in drilling was about 1,5 feet although some <br />boulders up to 6 feet in nominal size were observed in test pits and during <br />UMTRA site cleanup. The terrace deposits exceed a maximum observed <br />thickness of 15 feet in test pit TPDPP- I 07 10cated along the western edge <br />of the site. The bottom of the terrace was not encountered in this test pit. <br />Most ofthe terrace deposits, particularly in the eastern portion of the site, <br />were removed during UMTRA cleanup. <br /> <br />e. Quaternary/Recent River Alluvium (Qsf). - The river alluvium exists as <br />stream fill within the Animas River charmel and as isolated deposits along <br />the river banks (see Drawing No. 69-529-5). The river alluvium was <br />encountered in drill hole DH-I13 where it was intennixed with man-made <br />fill, It occurs as scattered gravel, cobble, and boulders on top of bedrock <br />in the river charmel near the plant intake and as an isolated band of <br />predominantly cobbles and boulders on top of and adjacent to bedrock on <br />the south bank of the Animas River. The material on the river bank <br />generally contains less than 10 percent fines and fine sand which was <br />locally derived by erosion of thin bedded siltstone from the adjacent Point <br />Lookout Sandstone. The river alluvium ranges from 0 to about 5 feet in <br />thickness. <br /> <br />f. Quaternary undifferentiated (Qu). - A substantial portion of subsurface <br />exploration was conducted before the DOE removed material from the <br />raffinate pond area. The surficial deposits were hence disturbed during <br />site remediation and clear contacts are now rarely found. Quaternary <br />undifferentiated (Qu), shown on Drawing No. 69-529-15, represents any <br /> <br />Geology <br />00320 - 8 <br />
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