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Last modified
1/25/2010 7:10:57 PM
Creation date
10/5/2006 2:46:11 AM
Metadata
Fields
Template:
Floodplain Documents
County
Montrose
Community
Montrose
Stream Name
Cedar Creek, Dry Cedar Creek
Basin
Gunnison
Title
Montrose Flood Plain Study Hydrology Addendum
Date
6/1/1978
Prepared For
Montrose
Prepared By
HYDRO-TRIAD, LTD.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I II. SOILS <br />-- <br /> <br />The S.C.S. has performed a detailed soils 'investigation of the Delta- <br /> <br />Mont"ose area ("Soil Survey Delta-MontroSE! Arl:a, Colorado", S.C.S.; 1967). <br /> <br />Four general soil associations predominate in the study '~atershed. In the lower <br /> <br />basill, the Billings-Christianburg association is made up of deep, nearly level <br />and ')ently sloping, fine to moderately fine textured sons on alluvial fans, <br /> <br />fl 00<1 plains, and terraces. The Chi peta Persayo associ ati on is cons tituted <br /> <br />of shallow, nearly level to hilly, fine to moderately finely textur,:d soils <br />deri'led from shale or mudstone. <br /> <br />The Bostwick..Cerro association is found 'in the uppe," basin areas. It is <br /> <br />composed of deep, gently sloping, moderately fine textured soils on alluvial <br /> <br />fans .and valley side slopes. The rock outcrop .. Travess'illa association is <br />composed of bare rock outcrop and shallow, ro~ll ing to stE!ep moderat,:'ly coarse <br />textl,,'ed soils found on hills, ridges, and sides of mesas (see Genet'al Soil Map, <br />FigUl": 8). <br /> <br />. <br /> <br />An attempt was made to incorporate data derived in the "Geolog'jc Hazards, <br /> <br />Subslll"face Soi I-Groundwater Investi ga ti on and General FOllnda tion De~;-j gn Criteri a <br />Repol't". The data was generally consistent with the S.C.S. report, and, as <br />such, was used as a source of additional infoY'lnation. However, due to the <br /> <br />1 imitE!d area covered by this report, and its focus on geologic hazards and <br /> <br />genenll construction criteria, as opposed to hydrologic properties, the S.C.S. <br />data lias primari ly reI i edupon in determi ni ng soil runoff properti es" <br />Infiltration rates which would be maintained after a I-inch thllnderstonn <br /> <br />are reeded for the S.C.S. runoff procedure as modified by the Bureau of <br /> <br />Reclamation. The S.C.S. soil information canta'ins data on permeabil ity ranges <br /> <br />9 <br />
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