HomeMy WebLinkAbout20240015 Ver 1_UT Rock House Creek Restoration Supporting Documents_202312197 Samuel Ashe Drive, Asheville, NC 28805 1 919-600-4790 1 greg@jenningsenv.com
AGENT AUTHORIZATION FORM
Project Name: UT Rock House Creek Restoration
Project Address/Location: 506 Rock House Creek Road
Spruce Pine, NC (35.88189,-82.06811)
The undersigned is the
Property Owner ✓
Assigned
Representative
0
Easement
Holder 11
Right -Of -
Way Holder
Lease Holder
�E
and will be the applicant on the request for permit(s) and/or jurisdictional determination. I
hereby authorize Jennings Environmental PLLC to act on my behalf and take all actions
necessary for the processing, issuance, and acceptance of the permit or certification and any
and all standard and special conditions attached. Additionally, I authorize the representative(s)
of the permitting agency(s) to enter the property for the purpose of conducting activities
associated with verification of the request for permit(s) and/or jurisdictional determination. I
hereby certify that the information submitted in this document is true and accurate to the best
of our knowledge.
Name:
Company Name
(if applicable):
Mailing Address
Phone Number:
Email Address:
Signature:
Date:
Jonathan Hartsell
Blue Ridge Resource Conservation & Development
Spruce Pine, NC 2877
828-284-9818
Check if applicable
❑ The property owner has executed a binding agreement with the Natural Resources Conservation
Service (NRCS) for this stream/wetland restoration project. The above is the assigned representative
for the NRCS and is authorized to act on behalf of the NRCS and the property owner through a signed
mutual agreement for the stream sabiIization/restoration project.
Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is
authorized to practice engineering under the provisions of Chapter 89C and 55B of the General Statutes of North Carolina.
License Number P-1932.
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Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
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Custom Soil Resource
Report for
Mitchell County,
North Carolina
UT Rockhouse Creek
July 28, 2023
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
Contents
Preface....................................................................................................................
2
SoilMap..................................................................................................................
5
SoilMap................................................................................................................6
Legend..................................................................................................................7
MapUnit Legend..................................................................................................
8
MapUnit Descriptions..........................................................................................
8
Mitchell County, North Carolina......................................................................
10
EcD—Evard-Cowee complex, central mountain, 15 to 30 percent
slopes, stony.........................................................................................10
SdD—Saunook-Thunder complex, 15 to 30 percent slopes, stony.............11
WgC—Watauga sandy loam, 8 to 15 percent slopes, stony .......................
13
References............................................................................................................15
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
EcD
Evard-Cowee complex, central
mountain, 15 to 30 percent
slopes, stony
0.2
3.7%
SdD
Saunook-Thunder complex, 15
to 30 percent slopes, stony
5.2
92.6%
WgC
Watauga sandy loam, 8 to 15
percent slopes, stony
0.2
3.7%
Totals for Area of Interest
6.6
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
Custom Soil Resource Report
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
Mitchell County, North Carolina
EcD—Evard-Cowee complex, central mountain, 15 to 30 percent slopes,
stony
Map Unit Setting
National map unit symbol: 2vx2g
Elevation: 1,990 to 4,490 feet
Mean annual precipitation: 41 to 57 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 159 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Evard, central mountain, stony, and similar soils: 60 percent
Cowee, central mountain, stony, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard, Central Mountain, Stony
Setting
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Mountaintop, upper third of mountainflank,
crest, side slope
Down -slope shape: Linear, convex
Across -slope shape: Convex, linear
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
A - 0 to 5 inches: loam
Bt - 5 to 32 inches: clay loam
BC - 32 to 45 inches: loam
C - 45 to 80 inches: loam
Properties and qualities
Slope: 15 to 30 percent
Surface area covered with cobbles, stones or boulders: 0.1 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: F130BY004WV - Mesic Residuum Warm Aspect
Hydric soil rating: No
10
Custom Soil Resource Report
Description of Cowee, Central Mountain, Stony
Setting
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Mountaintop, upper third of mountainflank,
crest, side slope
Down -slope shape: Linear, convex
Across -slope shape: Convex, linear
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
A - 0 to 5 inches: sandy loam
Bt - 5 to 38 inches: gravelly clay loam
Cr - 38 to 80 inches: bedrock
Properties and qualities
Slope: 15 to 30 percent
Surface area covered with cobbles, stones or boulders: 0.1 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: Low (about 5.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Ecological site: F130BY004WV - Mesic Residuum Warm Aspect
Hydric soil rating: No
Sd D—Sau nook-Th under complex, 15 to 30 percent slopes, stony
Map Unit Setting
National map unit symbol. Ict3
Elevation: 1,500 to 4,800 feet
Mean annual precipitation: 38 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 100 to 150 days
Farmland classification: Farmland of local importance
Map Unit Composition
Saunook, stony, and similar soils: 65 percent
Thunder, stony, and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
11
Custom Soil Resource Report
Description of Saunook, Stony
Setting
Landform: Coves on mountain slopes, drainageways on mountain slopes, fans on
mountain slopes
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Lower third of mountainflank, base slope
Down -slope shape: Concave
Across -slope shape: Concave
Parent material: Colluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 9 inches: sandy loam
Bt - 9 to 60 inches: sandy clay loam
C - 60 to 80 inches: very cobbly sandy loam
Properties and qualities
Slope: 15 to 30 percent
Surface area covered with cobbles, stones or boulders: 0.1 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: F130BY004WV - Mesic Residuum Warm Aspect
Hydric soil rating: No
Description of Thunder, Stony
Setting
Landform: Coves on mountain slopes, drainageways on mountain slopes, fans on
mountain slopes
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Lower third of mountainflank, base slope
Down -slope shape: Concave
Across -slope shape: Concave
Parent material: Cobbly and stony colluvium derived from igneous and
metamorphic rock
Typical profile
A - 0 to 8 inches: cobbly loam
Bt1 - 8 to 21 inches: very cobbly loam
Bt2 - 21 to 52 inches: very cobbly sandy clay loam
C - 52 to 80 inches: extremely cobbly loamy sand
Properties and qualities
Slope: 15 to 30 percent
Surface area covered with cobbles, stones or boulders: 0.1 percent
12
Custom Soil Resource Report
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: Low (about 5.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: B
Ecological site: F130BY004WV - Mesic Residuum Warm Aspect
Hydric soil rating: No
WgC—Watauga sandy loam, 8 to 15 percent slopes, stony
Map Unit Setting
National map unit symbol. Ictl
Elevation: 1,400 to 4,500 feet
Mean annual precipitation: 45 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Watauga, stony, and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Watauga, Stony
Setting
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Mountaintop, crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from mica schist and/or micaceous gneiss
and/or other micaceous metamorphic rock
Typical profile
A - 0 to 5 inches: sandy loam
Bt - 5 to 26 inches: sandy clay loam
C - 26 to 80 inches: sandy loam
Properties and qualities
Slope: 8 to 15 percent
Surface area covered with cobbles, stones or boulders: 0.1 percent
Depth to restrictive feature: More than 80 inches
13
Custom Soil Resource Report
Drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Ecological site: F130BY004WV - Mesic Residuum Warm Aspect
Hydric soil rating: No
14
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/n ati o n a I/s o i Is/?cid = n res 142 p2_0 54262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepastu re/?cid=stelprdb1043084
15
Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid = n res 142 p2_05 3624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:H
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf
it.
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