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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 />0022H <br /> <br />Durango Pumoing Plant - Stage I <br /> <br /> Table 00320B - JOINT SURVEY - APRIL 1996 <br /># of Distanc Strike/dip Spacing Continuity Openness Roughness Moisture <br />joints e <br /> (feel) <br />I 44 N25E, 66SE SP CI 00 R4pln MI <br />1 38 N83E, II SE Bedding plane <br />6 60-74 N60W, vert SP3 C3 00-01 R4 und Ml <br />] 69 N40E, 82SE C2 00 R3pln Ml <br />1 69 N55E, 1 ]SE Bedding plane <br /> 80-100 covered <br />4 103-107 N48W,8lNE SP3-4 C2 00 R4 ond M] <br />I 119 E- W, 109 Bedding plane <br /> 128-208 covered <br />2 2]4-215 N6IE,84SE SP3 C2 00 R4pln MI <br />5 218-245 N20E,7INW SPI-2 C2 00 R4pln MI <br />5 upper N65W, 84SW SP3 C2 00 R4 und Ml <br /> outcrop <br />I 218 N85E, 9SE Bedding plane <br /> <br />All ends were covered (E2). All filling were tight (TO), several joints open at surface (T2), but <br />tight within several inches. All weathering on joint surfaces was slight - minor discoloration <br />Note: this was very hard to determine - outcrop below high water line of river submerged <br />during spring runoff leaving film on rock outcrop surfaces from evaporating water. This also <br />complicated the moisture determination. <br /> <br />Last 5 joints taken from upper rock outcrop and did not cross tape in the general area. <br />Pin - planar Und - undulating jts - joints <br /> <br />3. Faulting and Shearing <br /> <br />a. A northeast trending fault (F-l) extends through the pumping plant area <br />juxtaposing the older Point Lookout Sandstone against the younger <br />Menefee Formation. The fault was encountered in drill holes DH-l 05, <br />DH-109, DH-IlO, and DH-118 and was observed in two outcrops, one <br />along the bank of the Animas River immediately west of the highway <br />bridge, and another located about 200 feet east of section A-A near drill <br />hole DH-119. The fault can be observed southwest of the pumping plant <br />near County Road 211, and continues southwest for approximately one- <br />half mile, Andesite dikes associated with the fault can be traced an <br />additional 2 miles although no offset caused by faulting is apparent. <br /> <br />Geology <br />00320 - 12 <br />
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