HomeMy WebLinkAbout20170938 Ver 1_Mitigation Plan_Appendix E_20170731Appendix G
Swift Creek - Permittee Responsible Mitigation Plan
Edgecombe County, North Carolina
APPENDIX E
HYDRIC SOILS EVALUATION
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Swift Creek Permittee Responsible Mitigation Site
Hydric Soils Investigation
Edgecombe County, North Carolina a m e c
March 28, 2017 faster
wheeler
Project Description
Amec Foster Wheeler conducted a preliminary soil investigation to determine the approximate limits of
drained hydric soils within an existing agriculture field (study area). The purpose of this investigation
was to determine the approximate extent of hydric soils that have been drained for previous and ongoing
agricultural activities. The study area is in the northeastern portion of the approximately 600 -acre Wilson
Parcel located adjacent to the southern side of N.C. Highway 33, northwest of Leggett, North Carolina.
Amec Foster Wheeler Licensed Soil Scientists completed this investigation on March 7 and 8, 2017.
Methodology
The NRCS Soil Survey of Edgecombe County, North Carolina indicated the presence of one hydric soil
map unit within the study area. Hydric soils or soils that may contain hydric inclusions mapped in the
study area include Roanoke silt loam (Ro). Amec Foster Wheeler advanced hand -auger borings along
transects within the study area to determine the approximate limits of potentially hydric soils present. Pin
flags were placed along the hydric — non -hydric soil line. The pin flag locations were located with sub-
meter GPS technology. The pin flags were removed once located due to ongoing agriculture operations
within the study area.
Summary of Findings
The study area consists of a cultivated agriculture field that is drained by a network of ditches. Seven
ditches ranging in depth from three to four feet deep connect to a larger ditch approximately five feet deep
in the southern portion of the study area. The ditch network drains the study area to the southwest. Based
on field observations and soil profile descriptions, the drained hydric soils within the study area most
closely resemble the Roanoke silt loam (Clayey, mixed, thermic Typic Ochraquults) soil series. The
hydric soil indicators observed included depleted, low chroma matrices and redoximorphic features
including high chroma concentrations. The drained hydric soils present within the study area meet the
NRCS hydric soil indicator F3 — Depleted (Gray) Matrix. Based on the preliminary hydric soil
delineation, approximately 23.9 acres of drained hydric soils were observed. The soil boring logs are
located in Appendix A and the Figures are located in Appendix B.
This preliminary soil investigation to determine the approximate limits of drained hydric soils is a
planning grade evaluation. This level of evaluation is not suitable for the development of a wetland
restoration plan.
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APPENDIX A - SOIL BORING LOGS
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Preliminary Hydric Soil Investigation
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Leggett, Edgecombe County, North Carolina
Boring Logs
8 -Mar -17
J.Gay, LSS
SB -1
Matrix
%
color
%
Redox features
Location
Texture
Structure
Depth
Color
%
color
%
Type
Location
Texture
Structure
0-14
10YR 4/2
100
7.5YR 5/4
2
concentration
Matrix
SL
lfsbk
14-25
10YR 5/2
90
10YR 5/6
10
concentration
Matrix
Coarse SL
lfsbk
25-34
10YR 5/1
80
10YR 5/6
20
concentration
Matrix
Coarse SCL
2msbk
34-36
10YR 5/1
95
10YR 5/4
5
concentration
Matrix
Coarse SCL
lmsbk
43-49
10YR 5/1
70
10YR 5/6
30
concentration
Matrix
Coarse SCL
massive
49-60
10YR 5/1
85
10YR 5/6
5
concentration
Matrix
Coarse SL
lfsbk
44 51
10YR 5/1
95
10YR 5/2
15
mixed matrix
Matrix
SL
lfsbk
SB -2 Matrix Redox features
Depth
Color
%
color
%
Type
Location
Texture
Structure
0-12
10YR 4/2
95
10YR 5/6
5
concentration
Matrix
Coarse SL
lfsbk
12-19
10YR 5/2
98
7.5YR 5/4
2
concentration
Matrix
Coarse SCL
lmsbk
19-22
10YR 5/1
95
10YR 5/4
5
concentration
Matrix
Coarse SL
lfsbk
22-32
10YR 5/1
95
1 10YR 5/6
5
concentration
Matrix
Sc
massive
32-33
10YR 5/1
100
1 10YR 5/6
10
1
Matrix
Coarse SL
undetermined
33-45
1YR 5/1
95
10YR 5/4
5
concentration
Matrix
Sc
massive
45-50
10YR 5/1
88
10YR 5/4
10
concentration
Matrix
Sc
massive
44 51
10YR 5/1
95
lOYR 5/6
2
concentration
Matrix
SL
lfsbk
50-60
10YR 5/1
100
1
Coarse SL
lfsbk
8 -Mar -17
J. Witherspoon, LSS
SB -3
Matrix
Redox features
Depth
Color
%
color
%
Type
Location
Texture
Structure
0-6
2.5Y 3/1
100
L
lfsbk
6-14
2.5Y 3/1
100
CL
lfsbk
14-30
lOYR 4/1
90
lOYR 5/8
10
concentration
Matrix
D
lmsbk
30-38
10YR 5/2
80
1 10YR 5/6
10
concentration
Matrix
Sc
lmsbk
10YR 4/1 1
10
1 depletion I
Matrix
38 44
lOYR 5/1
85
10YR 5/6
15
concentration
Matrix
Sc
lmsbk
44 51
10YR 5/1
95
10YR 5/6
1
5
concentration
Matrix
SL
lfsbk
51-60
10YR 5/2
100
1
LS
lfgr
Notes
surface horizon in hay field. Impacted by harrow and plow activities
concentrations are heavier clay concentrations
concentrations are same texture as matrix
saturated at 43
free water at 55
Notes
surface horizon in hay field. Impacted by harrow and plow activities
restrictive
free water in this horizon. Unable to determine structure
concentrations are very faint. Hole filling with water from above horizon
10YR 5/4 concentrations are very faint
10YR 5/6 concentrations are distinct
10% clay pockets in matrix. Same color, massive structure
Notes
surface horizon in hay field. Impacted by harrow and plow activities
saturated at 44
free water at 51
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APPENDIX B - FIGURES
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amec
foster
wheeler
Hydric Soil Boundary (23.9 Acres)
Jurisdictional Wetland (5.7 Acres)
Mitigation Site Boundary
Note: This figure is for reference only.
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Swift Creek Mitigation Site
Edgecombe County, NC
PROJECT NO: 643009004.0001 1
DATE: 3/13/2017
P:\Transportation\Projects\Rail\CSX\Central Carolina Intermodal Facility\GIS\GIS_Working\Palustrine_Mitigation_Site\Mitigation_Site.mxd, User: jason.hightower; Date: 2/7/2017 12:40:08 PM, Checke by: RGH Date: 1/5/17