HomeMy WebLinkAbout20032949.tiff SOIL CONSERVATION SERVICE
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Non-Technical Descriptions
Soil Survey Area: 618 WELD COUNTY, COLORADO, SOUTHERN PART
Map unit 15 Colby loam, 1 to 3 percent slopes
Description Category: SOI
The Colby soil is a deep,well drained soil. It is formed on uplands from calcareous
eolian material. The surface is a loam.The underlying material is a silt loam. The soils
have moderate permeability. Their available water holding capacity is high.
Roots penetrate to 60 inches or more. Runoff is slow and the erosion hazard due to
wind is high.
Map unit: 16 Colby loam, 3 to 5 percent slopes
Description Category: SOI
This is a deep well drained soil on upland hill and ridges. It formed in calcareous eolian
deposits.Typically the surface is a pale brown loam about 10 in.thick.The underlying
material is a very pale brown silt loam to a depth of 60 in. Permeability is
moderate.Available water holding capacity is high.The effective rooting depth is 60 in.
or more.Surface runoff is medium to rapid, and the hazard of water erosion is
moderate.
Map unit: 4 Aquolls and Aquepts, Flooded
Description Category: SOI
This map unit is in depressions in smooth plains and along bottoms of natural
drainageways throughout the survey area.This unit consists of 55 percent Aquolls and
25 percent Aquepts soils.These soils are deep, poorly drained.They formed in recent
alluvi
um. The soils have a mildly to moderately alkaline loamy or clayey surface layer and
underlying material that extends to a depth of 60 inches or more.The water table is at
or near the surface, creating a hydric soil condition.The erosion hazard due to w
ind is low.
Map unit: 42 Nunn clay loam, 1 to 3 percent slopes
Description Category: SOI
The Nunn soil is a deep,well drained soil. It is formed on terraces and smooth plains in
mixed eolian and alluvial deposits.The surface is a clay loam.The underlying material
is clay loam and sandy loam. The soils have moderately slow permeability. T
heir available water holding capacity is high. Roots penetrate to 60 inches or more.
Runoff is slow and the erosion hazard due to wind is low.
Wednesday,December 04,2002 Page 1 of 2
Engineering Index Properties
Soil Survey Area: CO618 Weld County, Colorado, Southern Part
Mapunit: 15 COLBY LOAM, 1 TO 3 PERCENT SLOPES
Component: COLBY % of Map unit 85
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosiviry to Steel: Low
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches >10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 7.1 0 0I, 0 0 100 100 100 100 85 95 60 75 25 30 5 10
CL-ML A-4
CL A-4
7.1 60 0 0 0 0 100 100 100 100 90 100 80 90 30 35 5 10
ML A-4
Mapunit: 16 COLBY LOAM, 3 TO 5 PERCENT SLOPES
Component: COLBY % of Mapunit 85
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosivity to Steel: Low
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches > 10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 7.1 0 0 0 0 I 100 100 100 100 85 95 60 75 25 30 5 10
CL A-4
CL-ML A-4
7.1 60 0 0 0 0 100 100 100 100 90 100 80 90 30 35 5 10
• ML A-4
Mapunit: 4 AQUOLLS AND AQUEPTS, FLOODED
Wednesday, December 04,2 Soil Survey information downloaded from National Soil Information System Page 1 of 4
(NASIS),USDA Natural Resources Conservation Service
^ Component: AQUOLLS % of Mapunit 55
Hydrologic Group D Frost Action: High Corrosivity to Concrete: High Corrosivity to Steel: High
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches > 10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
7.9 60 0 0 0 0 80 100 1 75 100 ! 50 90 20 80 20 40 5 20
i SC A-2
SC-SM A-6
SC-SM A-4
SC-SM A-2
SC A-4
CL-ML A-6
CL-ML A-4
CL-ML A-2
CL A-6
CL A-4
CL A-2
SC A-6
Component: AQUEPTS, FLOODED % of Mapunit 25
Hydrologic Group D Frost Action: High Corrosivity to Concrete: High Corrosivity to Steel: High
Depth in Fragments' % Percentage passing sieve Liquid Plasticity Classification
inches > 10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
7.9 60 0 0 0 0 80 100 !; 75 100 50 90 20 80 20 40 j 5 20
SC-SM A-2
CL A-2
! !, CL A-4
' ! CL A-6
! CL-ML A-2
CL-ML A-4
CL-ML A-6
SC A-2
I
SC A-4
SC-SM I, A-4
SC-SM '. A-6
SC A-6
Wednesday, December 04,2 Soil Survey information downloaded from National Soil Information System Page 2 of 4
(NASIS), USDA Natural Resources Conservation Service
Mapunit: 42 NUNN CLAY LOAM, 1 TO 3 PERCENT SLOPES
Component: NUNN % of Mapunit 85
Hydrologic Group C Frost Action: Moderate Corrosivity to Concrete: Low Corrosivity to Steel: High
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches > 10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 91 0 0 0 0 100 100 100 100 90 100 70 80 30 40 10 20
CL A-6
9.1 29 0 0 0 5 95 100 90 100 85 95 65 75 40 60 25 40
CH A7
CL A-7
29 60 0 0 I 0 5 80 100 75 100 50 80 25 50 15 25 0 10
SM A-4
SC A-2
SC A-4
SC-SM A-2
'.........., SC-SM A-4
SM A-2
Mapunit: 81 WILEY-COLBY COMPLEX, 0 TO I PERCENT SLOPES
Component: WILEY % of Mapunit 60
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosivity to Steel: High
Depth hi Fragments % Percentage passing sieve Liquid Plasticity Classification
inches >10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 11 0 0 0 0 100 100 100 100 90 100 70 90 '1 30 35 5 10
ML A-4
11 60 0 0 ', 0 0 100 100 100 100 90 100 70 95 25 35 10 20
CL A-6
60 64 0 0 0 0 100 100 100 100 90 100 80 95 30 45 5 15
ML A-4
ML A-6
Wednesday, December 04,2 Soil Survey information downloaded from National Soil Information System Page 3 of 4
tNASISS,USDA Natural Resources Conservation Service
' Component: COLBY % of Mapunit 30
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosivity to Steel: Low
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches >10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 7.1 0 0 0 0 100 100 100 100 85 95 60 75 25 30 5 10
I
CL A-4
i CL-ML A-4
7.1 60 0 0 II 0 0 100 100 100 100 90 100 80 90 30 35 5 10
ML A-4
Mapunit: 82 - WILEY-COLBY COMPLEX, I TO 3 PERCENT SLOPES
Component: WILEY % of Mapunit 60
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosivity to Steel: High
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches >10 3-10 #4 #10 #40 #200 Limit Index Unified AASHTO
0 11 0 0 I 0 0 100 100 100 100 90 100 70 90 30 35 5 10
ML A-4
11 60 0 0 0 0 100 100 100 100 90 100 70 95 25 35 10 20
• CL A-6
60 64 0 0 0 0 100 100 100 100 90 100 80 95 30 45 ' 5 15
ML A-4
, ML A-6
Component: COLBY % of Mapunit 30
Hydrologic Group B Frost Action: Low Corrosivity to Concrete: Low Corrosivity to Steel: Low
Depth in Fragments % Percentage passing sieve Liquid Plasticity Classification
inches > 10 3-10 #4 #l0 #40 #200 Limit Index Unified AASHTO
0 7.1 0 0 0 0 100 100 100 100 85 95 I 60 75 25 30 5 10
I CL A-4
I CL-ML A-4
7.1 60 0 0 0 0 100 100 100 100 90 100 80 90 30 35 5 10
ML A-4
Wednesday, December 04,2 Soil Survey information downloadedtrom National Soil Information System: Page 4 of 4
(NASIS),USDA Natural Resources Conservation Service
Land Capability Classification
CO618 -Weld County, Colorado, Southern Part
Correlation Date: 8/1/76 Soil Survey Area Status: Published
Map Unit Non-Irrigated Irrigated
Symbol Map Unit Name Percent Component Name Classification Classification
15 COLBY LOAM, 1 TO 3 PERCENT SLOPES
85 COLBY 4e 3e )
9 WILEY
5 KEITH
1 AQUIC HAPLUSTOLLS
16 COLBY LOAM, 3 TO 5 PERCENT SLOPES
85 COLBY 4e 3e
8 WILEY
6 KEITH
1 AQUIC HAPLUSTOLLS
42 NUNN CLAY LOAM, 1 TO 3 PERCENT SLOPES
85 NUNN 4c 2e )
9 HAVERSON
5 HELDT
1 FLUVAQUENTIC HAPLUSTOLLS
Wednesday, December 04,2002 Soil Survey information downloaded from National Soil Information System Page 1 of 2
(NASIS),USDA Natural Resources Conservation Service
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