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WSP05964
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Last modified
1/26/2010 2:20:40 PM
Creation date
10/12/2006 1:23:34 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.115.J
Description
Florida Project
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
9/1/1939
Author
USDOI-BOR
Title
Florida Project Colorado - Project Investigations Report No. 25
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />would permit raising a larger variety of crops if the water supply <br /> <br />late in the season were sufficient for them. <br /> <br />This climate is very much like that of the Roaring Fork <br /> <br />valley above Glenwood Spl'ings, in Western Color'3.dc, and similar to <br /> <br />that of Fort Collins in Eastern Colorado. <br /> <br />ffiRIGABLE LANDS <br /> <br />Soils <br /> <br />The bottom lands along the river are only slightly above <br /> <br />high water level. Their soils are generally residU'1l frcm sh8.le and <br /> <br />of clay texture, although there are small lenses of gravelly soil <br /> <br />and some of fine sandy soil. All the subsoil is an open porous <br /> <br />gravel. <br /> <br />Some alkali spots h'1ve developed. <br /> <br />~.~ <br />' ,"~':t. <br />, .,.'1'.~' <br />;.~ <br /> <br />The greater part rf Florida Mesa is red sandy to red clay <br /> <br />loam of goodquali ty 31ld greBt depth. Toward the edges of the mesa <br /> <br />on the east, south, 31ld west, the soil is thinner and the points be- <br /> <br />tween the numerous .deep, short gulches of the south are non-arable. <br /> <br />Toward the north the soil bec0mes thinner and is in places residual <br /> <br />fr0m the underlying shale and sandstone. A subsoil of only fairly <br /> <br />open gravel is present except under the residual soils, and the <br /> <br />latter are higher in salts. <br /> <br />Land Classification <br /> <br />Bureau of Reclamation personn'el engaged on Cclor'}do Basin <br /> <br />Investigations under Section 15 of the Boulder Canyon Project Act, <br /> <br />surveyed and classified all the land on the project. The work under <br /> <br />the immediate directirn of H. F, Bahmeier, Associate Engineer, was <br /> <br />done in 1933. <br /> <br />9 <br />
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