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WSP05269
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Last modified
1/26/2010 2:17:37 PM
Creation date
10/12/2006 12:56:42 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.400
Description
Trinidad Project - Reports
State
CO
Basin
Arkansas
Water Division
2
Date
4/1/1964
Author
US BOR
Title
US Bureau of Reclamation - Trinidad Irrigation and Flood Control Project - Preliminary Report - Volume I
Water Supply Pro - Doc Type
Report/Study
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<br />62 <br /> <br /> <br />0:1846 <br />. <br /> <br />neVi line from the river bridge (C.&'N.R.R.) crossing ubout 3,000 <br /> <br /> <br />feet below the darn on a 1% gr(lde with about 2,000 feet of fill to <br /> <br /> <br />the riGht abutment of the dilm site, thence through a deep cut, <br /> <br /> <br />nttaj.ning a grade olevlltion of about 6200 at the dam. PlLssing under <br /> <br /> <br />Qnd through the dam in a concrete conduit structure with a rising <br /> <br /> <br />grade of 1% until elevation 6215 is olltained, the railroad fringes <br /> <br /> <br />along the hillsides in cutG and fills to Long's Canyon where a new <br /> <br /> <br />er,1bonkment is plc.nned on the south side of the present fill. The <br /> <br /> <br />alignment continues at elevation 6215 until a connection is made, <br /> <br /> <br />'J.t thnt elevtltion, with the D.&R.G.W. spur to Cokedule, which is also <br /> <br /> <br />raised to elevation 6215 by construction of cl fill beside the present <br /> <br />er.1brj,nkr,1ont.. <br /> <br />. <br /> <br />~ spur line to Bopris is contenlplated j~st below the dam. <br /> <br /> <br />Tho present stGol br:i.dges will be used by moving end raising the <br /> <br /> <br />bridges to new abutments. Trd'fj,c will be l;!aintainod by necms of <br /> <br /> <br />temporary trostles. <br /> <br />In prepa.ratiol1 of 8stimdo No. 256-D-146, it is assuned <br /> <br /> <br />thnt illl viork will be performed sj.rnultoneously, and thut stripping <br /> <br /> <br />:md waste fror.1 dQljl excD.vntion viould be used in construction of the <br /> <br /> <br />r,dlrond embankments. 1\ mlljor portion of the naterial from thc large <br /> <br /> <br />railroad cut l1eL'.r tho deli:! ..,ill bo suitable for d"-!,1 onbankment. A <br /> <br /> <br />complete new lin" wi tn neVf ties Gnd 90-pound relc.y rails is <br /> <br /> <br />contemplated, with salvage of the present j;mterials. Protection <br /> <br /> <br />for the railro'~d in the reservoir against the 1925 flood is provided. <br /> <br /> <br />This flood ~lOulc1 lmve attained a reservoir elevation of 6213. <br /> <br />. <br />
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