20141122 Ver 1_401 Application_20141014

WILDLANDS
ENGINEERING
October 20, 2014
Ms Karen Higgins
NC DENR
Division of Water Resources, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
2 0 1 4 1 1 2 2
1. UL I ? cJ14
401 r3 buy- C -Lo, liTlNG
Subject Pre - Construction Notification Pursuant to Nationwide Permit No. 27
and Water Quality Certification No. 3885 e
Morgan Creek Stream Restoration Project
Cherokee County, North Carolina
Dear Ms Higgins
On behalf of the Hiwassee River Watershed Coalition (HRWC), Wildlands Engineering, Inc (Wildlands) is
submitting four copies of the Pre - Construction Notification (PCN) package for the Morgan Creek Stream
Restoration Project. The Morgan Creek Stream Restoration Site is located off of Highway 19 approximately 2
miles southwest of the town of Marble in central Cherokee County, NC (Figures 1 and 2). The Morgan Creek
Restoration project proposes the restoration of 1,10o LF of priority 2 channel restoration along Morgan Creek,
and priority 1 channel restoration along Cindy Branch and Dick Branch, along with floodplain planting,
stormwater management solutions to treat highway runoff before it enters the stream These efforts will
reduce thermal pollution and erosion and sedimentation in the streams and contribute to meeting goals for
delisting the Valley River from the 303(d) list.
Jurisdictional Determination
On July 22, 2014 Wildlands delineated jurisdictional waters of the U.S. within the proposed project easement
area. Jurisdictional areas were delineated using the USACE Routine On -Site Determination Method. This
method is defined by the 1987 Corps of Engineers Wetlands Delineation Manual and subsequent Eastern
Mountain and Piedmont Regional Supplement Wetland Determination Data Forms representative of on -site
Jurisdictional wetland areas as well as non - jurisdictional upland areas have been enclosed (DP1 -DP4)
Jurisdictional stream channels were classified according to U S. Army (USACE) guidance and assessed using the
USACE Stream Quality Assessment Worksheets USACE Worksheets representative of on -site stream channels
are enclosed (SCP1- SCP3).
Jurisdictional Waters
The results of the on -site field investigation indicate that there are three Jurisdictional stream channels located
within the proposed project area including Morgan Creek (NCDWR Index No. 1-52-56, Cindy Branch (1- 52-56-3),
and Dick Branch (1- 52- 56 -4). All three channels are classified as Class C waters for aquatic life and secondary
recreation. Two jurisdictional wetland areas were identified within the proposed project area (Wetlands A & B)
and are located within the floodplain of Morgan Creek (Figure 3). On -site stream channels are located within
Wildlands Engineering, Inc • phone 704 - 332 -7754 • fax [phone] • 1430 S Mint Street, # 104 • Charlotte, NC 28203

NCDWR Subbasin 04 -05 -02 of the Hiwassee River Basin (HU# 06020002) Approximate linear footage and
acreage of on -site jurisdictional waters are summarized in Table i
Table 1. Summary of On -Site Jurisdictional Waters
Jurisdictional
Length
Watershed
USACE
Classification
Acreage
Stream
Feature
(LF)*
(ac)
Scores
Morgan Creek
Perennial RPW
757
1,300
53
Cindy Branch
Intermittent RPW
370
130
52
Dick Branch
Perennial RPW
150
-
3.90
56
Bottomland
-
Wetland A
Hardwood Forest
0.05
Wetland B
Bottomland
002
-
Hardwood Forest
Perennial Streams
There are three perennial relatively permanent waters (RPW) located within the project easement area
including Morgan Creek, Cindy Branch, and Dick Branch (Figure 3) Throughout the project area, these
perennial channels have been highly manipulated by agricultural practices and transportation practices. On-
site perennial channels exhibited strong perennial flow, continuous bed and banks, and average bankfull widths
of 15 to 20 feet Scores on the USACE Stream Quality Assessment Form, for these channels, ranged from 52 to
56 out of a possible loo points (SCP1, SCP2, and SCP3).
Wetlands
There are two (2) Jurisdictional wetlands (Wetland A & B) located within the project area (Figure 3) Wetlands A
and B were classified as bottomland hardwood forest type wetlands using the North Carolina Wetland
Assessment Method (NCWAM) classification key and the evaluator's best professional judgment regarding
what the wetlands would become if the area wasn't maintained These wetlands occur in the floodplains of
Morgan Creek On -site wetland features exhibited shallow inundation, iron oxidizing bacteria, a low chroma
soils, and saturation within the upper 12 inches of the soil profile. Common hydrophytic vegetation includes
shallow sedge (Carex lunda), soft stem rush (luncus effusus), and spikerush (Eleochans sp ) Wetland A appears
to be linear manmade feature located near the toe of slope of the adjacent roadway (Highway 1g) Wetland B is
located within a portion of old stream bed that Morgan Creek has currently abandoned. Wetland
Determination Data Forms representative of Wetlands A and Bare enclosed (DP1 and DP3) Wetland
Determination Data Forms representative of on -site non - jurisdictional upland areas have also been enclosed
(DP2 and DP4)
Soils
Soil types within the study area include the Arkaqua loam (AkA), Braddock gravelly loam (BgB), Thurmont-
Dillard complex (ThB), and Udorthents -Urban land complex (UrF). Arkaqua loam soils are found in floodplains,
are somewhat poorly drained, and are occasionally flooded. Braddock gravelly loam are located on stream
terraces and depositional fans. This soil is well - drained with moderately high to high permeability and typically
doesn't experience flooding. Thurmont - Dillard complex soils are found along drainages and coves The unit is
well - drained with moderately high to high permeability, and typically doesn't experience flooding. The
Udorthents -Urban land complex is a well - drained soils with permeability ranging from very low to very high
that typically doesn't experience flooding This unit is a fill soil commonly used on building sites and highway
right -of -way. On -site soils are mapped in Figure 4.
Page 2

Proposed Impacts
The proposed work involves temporary stream impacts for enhancement and restoration activities of
approximately 1,147 linear feet of perennial channel along Morgan Creek, Cindy Branch, and Dick Branch. In
addition, two existing wetlands will be temporary and permanently impacted during restoration activities in the
Morgan Creek floodplain. One wetland (A) will be enhanced to increase and improve storm water treatment
The other wetland has overlap with the proposed channel alignment
We have included the following supporting data
• PCN form,
• Vicinity, USGS, Site, and Soils Maps,
• Photolog,
• Signed Agent Authorization form,
• USACE Stream Quality Assessment Worksheets and USACE Wetland Determination Forms,
• Agency correspondence, and
• 11" x 17" copies of the 70% plan set
Pre - construction notification packets have also been submitted to the NC Wildlife Resource Commission,
USACE Asheville Office, and US Fish and Wildlife Service Asheville Office Please do not hesitate to contact me
at 704-332-7754 or at ieckardtQa wildlandseng com should you have any questions.
Sincerely,
Ian Eckardt
Environmental Scientist
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O�o� W ATF9OL
I I > -
��.�I O Y
Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
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OCT 2 � 2014
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DENR -WATER RESOURCES
Page 1 of 11
PCN Form —Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit ❑Section 10 Permit
1 b Specify Nationwide Permit (NWP) number No 27 or General Permit (GP) number.
1c
Has the NWP or GP number been verified by the Corpse 77❑_Yes
® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
If
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a
Name of project
Morgan Creek Stream Restoration Project
2b
County
Cherokee
2c
Nearest municipality / town
Marble
2d
Subdivision name
N/A
2e
NCDOT only, T I.P. or state
project no
N/A
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OCT 2 � 2014
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DENR -WATER RESOURCES
Page 1 of 11
PCN Form —Version 1 3 December 10, 2008 Version

3.
Owner Information
3a
Name(s) on Recorded Deed
Murphy Congregation of Jehovah Witnesses,
North Carolina DOT (Railroad)
3b
Deed Book and Page No
DB 00617, PN 0124
No deed book data available for NCDOT parcel
3c
Responsible Party (for LLC if
applicable)
3d
Street address
195 HWY 64 E
3e
City, state, zip
Brasstown, NC 28902
3f
Telephone no.
N/A
3g
Fax no
3h
Email address
4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify Non - profit organization
4b
Name
Callie Moore (Executive Director)
4c
Business name
(if applicable)
Hiwassee River Watershed Coalition, Inc
4d
Street address
90 Tennessee Street, Ste D
4e
City, state, zip
Murphy, NC 28906
4f
Telephone no
828 - 837 -5414
4g
Fax no
4h
Email address
restore @hrwc net
5.
Agent/Consultant Information (if applicable)
5a
Name
Ian Eckardt
5b
Business name
(if applicable)
Wildlands Engineering, Inc
5c
Street address
1430 South Mint Street, Suite 104
5d
City, state, zip
Charlotte, NC 28203
5e
Telephone no
704 - 332 -7754
5f
Fax no
704 - 332 -3306
5g
Email address
ieckardt @wildlandseng com
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
551402887663000,
1a. Property identification no. (tax PIN or parcel ID)
459210355348000
1b Site coordinates (in decimal degrees)
Latitude 35 15514 °N Longitude -83 957265 °W
1c Property size
Approximately 3 0 acres
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
Morgan Creek
proposed project
2b Water Quality Classification of nearest receiving water
C
2c River basin
Hiwassee (06020002)
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application The project area is located adjacent to Highway 19, approximately 2 miles southwest of Marble, NC The
general land use in the vicinity of the project is maintained open space The on -site channels are currently degraded with
lateral erosion common On -site channels also lack adequate riparian buffers.
3b List the total estimated acreage of all existing wetlands on the property
There are two existing wetlands within the project area totaling 0 07 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
Approximately 1,277 linear feet (LF) of perennial channel are within the project area
3d Explain the purpose of the proposed project
The goal for the project is to restore the natural and beneficial functions of the floodplains and stream channel along
Morgan Creek, Cindy Branch, and Dick Branch with the project area These efforts will reduce thermal pollution and
sedimentation and contribute to meeting goals for delisting the Valley River from the 303(d) list
3e Describe the overall project in detail, including the type of equipment to be used
The project proposes the restoration of 1,147 LF of Priority 2 channel restoration along Morgan Creek and Priority 1
channel restoration along Cindy Branch and Dick Branch, along with floodplain planting, and stormwater management
solutions to treat adjacent highway runoff Construction would involve the excavation of new channel and floodplain,
excavation of riffle and pool bedforms and installation of in- stream structures, and the grading and planting of bank slopes
with native riparian species Trackhoes will be used for in- stream work
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments A preliminary jurisdictional determination has
been requested with this PCN packet
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company Ian Eckardt with Wddlands
Engineering
Name (if known).
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5. Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
Page 3 of 11
PCN Form —Version 1 3 December 10, 2008 Version

Project Information and Prior Project History
6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
Wetland A
Grading for
Palustrine -
❑ Yes
® Corps
0 05
❑ P ® T
enhancement
emergent
® No
® DWQ
Wetland B
Cut/Fill for stream
Palustnne -
El Yes
®Corps
® P ❑ T
restoration
proposed channel
emergent
® No
® DWQ
002
❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
007
2h Comments, Wetland A is proposed to be enhanced through grading and replanting that may increase the wetland size to
approximately 0 25 acres to capture and treat roadway runoff
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Restoration
Morgan Creek
® PER
❑ INT
® Corps
® DWQ
10 -15
757
S2 ❑ P ® T
Restoration
Cindy Branch
® PER
❑ INT
® Corps
® DWQ
8 -12
370
S3 ❑ P ®T
Restoration
Dick Branch
® PER
❑ INT
® Corps
® DWQ
8 -10
150
3h Total stream and tributary impacts
1,277
31. Comments All impacts to on -site streams include temporary restoration activities and will result in stable channels with
improved floodplain function
Page 5 of 11
PCN Form —Version 1 3 December 10, 2008 Version

4. Open Water Impacts .
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
61 ❑P ❑T
El Yes
❑ No
62 ❑ P ❑ T
❑ Yes
❑ No
133 ❑P
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6 of 11

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
la
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project constitutes a positive impact, restoring stream function and habitat by improving bed features in the streams,
establishing flood storage, and treating storm water runoff Biodegradable coir fiber will be used to stabilize the new
graded banks
lb
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4.
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h Comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 8 of 11

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Comments The project is located in the Hiwassee River Watershed which isn't
❑ Yes ® No
included within the NC Riparian Buffer Protection Rules
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
0%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why This
project constitutes a positive impact
to the function and habitat of the existing stream channel Impervious coverage will not be increased as a result of the
construction of this project
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
El USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other.
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form —Version 1 3 December 10, 2008 Version

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 26 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Page 10 of 11
PCN Form — Version 1 3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Fl Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
El Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Wildlands Engineering utilized the USFWS and NCDENR Natural Heritage Program (NCNHP) databases in order to
identify federally listed Threatened and Endangered species for Cherokee County A copy of this permitting package has
been forwarded to the USFWS Asheville Office to request additional information on the project's effects on federally
protected species and habitat
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Wildlands utilized the National Oceanic and Atmospheric Administration's (NOAA) Essential Fish Habitat Mapper website
to review the potential for Essential Fish Habitat (EFH) In North Carolina, EFH is limited to coastal counties which this project
is not located A copy of this permitting package has been forwarded to the North Carolina Wildlife Resource Commission to
review the project's effects on trout waters
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
Wildlands reviewed the NC State Historic Preservation Office (SHPO)'s online HPOWEB Map Service and found no
historic or prehistoric cultural resources mapped within a mile of the proposed project area Wildlands has also contacted
SHPO (see enclosed letter) to verify no historic resources would be affected by the project SHPO hasn't commented
prior to this submittal
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? FEMA National Flood Insurance Program, North
Carolina Panel 5514, Map No 3700551400J, revised November 19, 2008
Callie Moore (Executive Director)
Hiwassee River Watershed
A I Mo
(0 to
Coalition.
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided )
Page 11 of 11

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.t
Hydrologic unit Code (12- Digit) v
- Project Area
•
i
1
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I� Fes• �, } • 0.
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060200020403
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1—`- Peer Branch 0602000200
wWILDLANDS 0 0.5 1 Miles
ENGINEERING 1 I
Figure iVicinity Map
Morgan Creek Stream Restoration
Hiwassee River Basin
(o602000i)
Cherokee County, NC

Project Area
or• _
t
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i OP
1J � • v �
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.:
It • ' x
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7. i opoc�rap d an
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E N G I N E E R I N G
0 500 1,000 Feet
I I I
Figure 2 USGS Topographic Map
Morgan Creek Stream Restoration
Hiwassee River Basin
(o6oz000z)
Cherokee County, NC

Figure 3 Site Map
W I L D L A N D S 0 100 200 Feet Morgan Creek Stream Restoration
E N G I N E E R I N G 1 i Hiwassee River Basin
(06020002)
Cherokee County, NC

Figure 4 Soils Map
0 100 200 Feet Morgan Creek Stream Restoration
k b W I L E G 11 E D S Hiwassee River Basin
ENGINEERING � I
(06020002)
Cherokee County, NC

Photo 1- Looking downstream alon,
-upstream end of ro'ect.
near
Photo 3 — Looking downstream along lower third of Morgan
Creek.
Photo 2- Looking downstream along Morgan Creek. Culvert
nines on rieht bank is the confluence of Cindv Branch..
X,
Photo 4 — Looking upstream along Cindy Branch on north side
of railroad grade.
Photo 5 — Looking upstream at the culvert outfall along Dick Photo 6 — Looking downstream along Dick Branch at its
Branch. confluence with Morgan Creek.
Wildlands Engineering, Inc. Page 1
Morgan Creek Stream Restoration Project

Wildlands Engineering, Inc. Page 2
Morgan Creek Stream Restoration Project

Hiwassee River Watershed Coalition, lnc.
90 Tennessee Street, Ste. D [phone]
Murphy, NC 28906 http: //www.hrwc.net .
I 'M
-* K r u -S.e_-
Agency Agreement
acting on behalf of the Murphy Congregation of
Jehovah's Witnesses (Kingdom Hall), owner of a parcel of land adjoining Morgan Creek in Marble,
N.C., attest to the fact that I am working with the Hiawassee River Watershed Coalition Inc
(HRWC) for HRWC to carry out a stream restoration project on Kingdom Hall property and
Kingdom Hall agrees that HRWC will act as agent for the landowners for the purpose of
accomplishing this work. I specifically agree that HRWC employees may take those actions
necessary to obtain environmental permits from the U S. Army Corps of Engineers and the N.C.
Department of Environment and Natural Resources for this project
Printed Name of Representative:
Signature:
Date: a /z s /l �1
The Hlwaseee IZdper IFaterehed Coa1rltolJ Ivol,t t to fazriztate walergrlality zrl lnvemenli through edllcaldon and
IlDlldll /Uly IL'JtpJ'a /lOn lI7JgTa111.1 111 ?he F fnvaf.tee River watershed CZG0T -41pa%a, hla t1a111, W111ln To1YnJ and Union
�oldnue3 In Geoma and Cheivkee and Ctay iounlies in AloiYb Camhna.

This Page Intentionally Left Blank

OFFICE USE ONLY: USACE AID# DWQ #
SCP1— Morgan Creek
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: HRWC 2. Evaluator's Name- Ian Eckardt
3 Date of Evaluation: 7/22/14 4 Time of Evaluation. 8:00 PM
5. Name of Stream: Morgan Creek 6. River Basin Hiwassee 06020002
7. Approximate Drainage Area: 2 0 sq. miles 8. Stream Order. Third
9. Length of Reach Evaluated: 300 If 10 County: Cherokee
11. Location of reach under evaluation (include nearby roads and landmarks), From Marble. NC. head southeast on Highway 19/74
for approximately 2 2 miles. Site is located on right side immediately adjacent to Highway 19/74.
12. Site Coordinates (if known): N 35.155514° W 83.957265°
13 Proposed Channel Work (if any): restoration/enhancement
14 Recent Weather Conditions: Rain within the previous 48 hours
15 Site conditions at time of visit: Partly cloudy, 80°
16. Identify any special waterway classifications known- _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
17. Is there a pond or lake located upstream of the evaluation pomt9 YES NO If yes, estimate the water surface area:
18 Does channel appear on USGS quad map? 0 NO 19. Does channel appear on USDA Soil Surveys G) NO
20 Estimated Watershed Land Use: 10 % Residential _% Commercial _% Industrial 5 % Agricultural
80 % Forested _% Cleared / Logged 5 % Other (Institutional)
21. Bankfull Width. 10 -15 feet 22 Bank Height (from bed to top of bank): 4 -6 feet
23. Channel slope down center of stream- X Flat (0 to 2 %) Gentle (2 to 4 %) `Moderate (4 to 10 %) _Steep ( >10 %)
24 Channel Sinuosity: Straight _Occasional Bends X Frequent Meander _Very Sinuous 'Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ccoregion Assign points to each
characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section Where there are obvious changes in the character
of a stream under review (e g. the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality
Total Score (from reverse): 53 Comments:
Evaluator's Signature Date 7/22/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03 To Comment, please call 919 - 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
SCP1— Morgan Creek
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
1
no flow or saturation = 0; strong flow = max points)
0-5
0 - 4
0-5
5
2
Evidence of past human alteration
0-6
0-5
0-5
2
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
0
no buffer = 0; contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
extensive discharges = 0, no discharges = max points)
5
Groundwater discharge
0-3
0-4
0-4
2
no discharge = 0 springs, see s, wetlands, etc. = max points)
U
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
2
no flood lain = 0; extensive flood lain = max points)
7
Entrenchment / floodplain access
0-5
0-4
0-2
2
PLO
'
(deeply entrenched = 0; frequent flooding = max po mts
8
Presence of adjacent wetlands
0-6
0-4
0-2
2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
3
extensive channel ization = 0, natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
(extensive de osmon= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
3
fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
2
>+
(deeply incised = 0; stable bed & banks = max poi nts
00
13
Presence of major bank failures
0-5
0 — 5
0-5
2
a
severe erosion = 0, no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0 - 4
0-5
1
H
no visible roots = 0; dense roots throughout = max p omts
15
Impact by agriculture or livestock production
0-5
0 - 4
0-5
4
substantial impact =0; no evidence = max oints
16
Presence of riffle -pool /ripple -pool complexes
0-3
0-5
0-6
3
F
(no nffles/ripples or pools = 0; well-developed = max points)
d
17
Habitat complexity
0-6
0-6
0-6
3
E"
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0 - 5
0-5
0
x
no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0-5
0-5
3
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
3
O
no evidence = 0, common, numerous types = max points)
0
22
Presence of fish
0-4
0-4
0-4
2
no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0— 6
0— 5
0— 5
1
no evidence = 0, abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
53
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY USACE AID# DWQ #
SCP2 — Cindy Branch
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: HRWC 2 Evaluator's Name: Ian Eckardt
3 Date of Evaluation: 7/22/14 4. Time of Evaluation 8,15 PM
5 Name of Stream: Cindy Creek 6 River Basin: Hiwassee 06020002
7. Approximate Drainage Area- 0.2 sg miles 8 Stream Order First
9. Length of Reach Evaluated: 100 If 10. County Cherokee
11 Location of reach under evaluation (include nearby roads and landmarks)- From Marble. NC, head southeast on Highway
for approximately 2 2 miles Site is located on right side immediately adjacent to Highway 19/74
12. Site Coordinates (if known): N 35.155514° W 83.957265°
13. Proposed Channel Work (if any): restoration/enhancement
14 Recent Weather Conditions: Rain within the t)revious 48 hours
15 Site conditions at time of visit: Partly cy, loudy, 80°
16. Identify any special waterway classifications known- _Section 10 _Tidal Waters- _Essential Fisheries Habitat
Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -iV)
17. Is there a pond or lake located upstream of the evaluation point? YES (0 If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? (a NO 19. Does channel appear on USDA Soil Survey? ES NO
20 Estimated Watershed Land Use: 5 % Residential _% Commercial _% Industrial _% Agricultural
95 % Forested _% Cleared / Logged _% Other ( )
21 Bankfull Width: 8 -12 feet 22 Bank Height (from bed to top of bank). 2 -4 feet
23. Channel slope down center of stream X Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
24. Channel Sinuosity. Straight X Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section Where there are obvious changes in the character
of a stream under review (e g. the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality
Total Score (from reverse): 52 Comments:
E
nnfn 7/11/1A
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP2 — Cindv Branch
* These characteristics are not assessed in coastal streams.
#
ECOREGION POINT
RANGE
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 - 4
0-5
5
no flow or saturation = 0, strong flow = max poi ts
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0, no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
0
no buffer = 0; contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
extensive discharges = 0; no discharges = max points)
5
Groundwater discharge
0-3
0-4
0-4
0
no discharge = 0 springs, see s, wetlands, etc. = max points)
U
�.,
6
Presence of adjacent floodplain
0-4
0 - 4
0-2
2
y�
no flood lam = 0, extensive floodplain = max points)
7
Entrenchment / floodplain access
0-5
0-4
0-2
2
p
(deeply entrenched = 0, frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
3
extensive channelization = 0; natural meander = max points
10
Sediment input
0-5
0-4
0-4
3
(extensive deposition= 0, little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
3
fine, homogenous = 0; large, diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
3
(deeply incised = 0, stable bed & banks = max po mts
13
Presence of major bank failures
0-5
0 — 5
0-5
3
severe erosion = 0, no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0 - 4
0-5
1
H
no visible roots = 0, dense roots throughout = max points)
15
Impact by agriculture or livestock production
substantial impact =0; no evidence = max points)
0-5
0 — 4
0-5
2
16
Presence of riffle - pool /ripple -pool complexes
0-3
0-5
0-6
3
F
(no riffles/npples or pools = 0; well-developed = max points)
Q
17
Habitat complexity
0-6
0-6
0-6
3
little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
,x
no shading vegetation = 0, continuous canopy = max points)
0-5
0-5
0-5
0
19
Substrate embeddedness
NA*
0-4
0-4
3
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0-5
0-5
3
no evidence = 0, common, numerous types = max points)
'J
21
Presence of amphibians
0-4
0-4
0-4
3
O
no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
2
no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
1
no evidence = 0, abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
52
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY USACE AID# DWQ #
SC P3 — Dick Branch
STREAM QUALITY ASSESSMENT WORKSHEET
1 Applicant's Name HRWC 2 Evaluator's Name. Ian Eckardt
3 Date of Evaluation: 7/22/14 4. Time of Evaluation 8.45 PM
5. Name of Stream Cindy Creek 6. River Basin- Hiwassee 06020002
7. Approximate Drainage Area 0.3 sq. miles 8 Stream Order: Second
9. Length of Reach Evaluated: 100 if 10. County- Cherokee
11. Location of reach under evaluation (include nearby roads and landmarks): From Marble. NC, head southeast on Highway 19/74
for approximately 2 2 miles Site is located on right side immediately adjacent to Highway 19/74.
12 Site Coordinates (if known). N 35 1555140 W 83.9572650
13 Proposed Channel Work (if any): restoration/enhancement
14. Recent Weather Conditions: Rain within the previous 48 hours.
15. Site conditions at time of visit: Partiv cloudv. 80°
16 Identify any special waterway classifications known:
_Trout Waters _Outstanding Resource Waters
17. is there a pond or lake located upstream of the evaluati
18. Does channel appear on USGS quad map? ®E NO
20 Estimated Watershed Land Use: 5 % Residential
_Section 10 _Tidal Waters Essential Fisheries Habitat
Nutrient Sensitive Waters _Water Supply Watershed (I -iV)
:m point? YES (0 If yes, estimate the water surface area:
19. Does channel appear on USDA Soil Survey? & NO
_% Commercial _% Industrial _% Agricultural
95 % Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: 8 -10 feet 22. Bank Height (from bed to top of bank). 1 -3 feet
23. Channel slope down center of stream X Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (>I 0%)
24 Channel Sinuosity. Straight X Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points to each
characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the characteristics identified in the
worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section Where there are obvious changes in the character
of a stream under review (e g.. the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality
Total Score (from reverse): 56
C....I....r...�.. C*.. *....a �- (\.N n..#o '1/9'7/1 A
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919 -876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 — Dick Branch
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
l
Presence of flow / persistent pools in stream
0-5
0 - 4
0-5
5
no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0, no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
0
no buffer = 0, contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
extensive discharges = 0, no discharges = max points)
5
Groundwater discharge
0-3
0-4
0-4
2
no discharge = 0, springs, see s, wetlands, etc. = max points)
U
6
Presence of adjacent floodplain
0— 4
0— 4
0— 2
2
no floodplain = 0; extensive floodplain = max points)
Entrenchment / floodplain access
0-5
0-4
0-2
1
a"
(deeply entrenched = 0; frequent flooding = max po mts
8
Presence of adjacent wetlands
0-6
0-4
0-2
2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
1
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
4
extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
3
fine, homogenous = 0, large, diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
2
>0
(deeply incised = 0, stable bed & banks = max points)
F-"
13
Presence of major bank failures
0-5
0 — 5
0-5
3
severe erosion = 0; no erosion, stable banks = max oints
d
14
Root depth and density on banks
0-3
0 - 4
0-5
1
H
no visible roots = 0; dense roots throughout = max points)
15
Impact by agriculture or livestock production
0 -5
0 -4
0 -5
5
substantial impact =0, no evidence = max oints)
16
Presence of riffle - pool /ripple -pool complexes
0-3
0-5
0-6
3
no raffles/ripples or pools = 0, well-developed = max points)
Q
17
Habitat
Habitat complexity
0-6
0 — 6
0-6
3
or no habitat = 0; frequent, varied habitats = max points)
Q18
Canopy coverage over streambed
0— 5
0— 5
0— 5
0
,x
no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
3
(deeply embedded = 0, loose structure = max
20
Presence of stream invertebrates
0-4
0-5
0-5
3
no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
3
O
(no evidence = 0; common, numerous types = max points)
O
22
Presence of fish
0-4
0-4
0-4
2
no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
1
no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
56
* These characteristics are not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Morgan Creek Stream Restoration City /County Cherokee
Applicant/Owner Wildlands Engineering State NC
Investigator(s) Ian Eckardt Section, Township, Range
Landform (hillslope, terrace, etc ) floodplaln Local relief (concave, convex, none) concave
Subregion (LRR or MLRA) MLRA 136 Lat N 35 155362 Long W 83 957181
Soil Map Unit Name Hatboro loam (HaA) NWI classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks )
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No ✓
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
Sampling Date 7/22/14
_ Sampling Point wetland A - DPI
- Slope ( %) 0
Datum
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks
Sampling point located within a linear depression located near the toe of slope adjacent to Highway
19. Vegetation is maintained (mowed) which has removed the tree and sapling strata.
HYDROLOGY
Wetland Hydrology Indicators.
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
_ Surface Sod Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
_ Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (05)
Field Observations:
Surface Water Presents Yes No
Depth (inches) 1
Water Table Present? Yes No
' Depth (inches) '
Saturation Presents Yes No
Depth (inches) `12
Wetland Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Wetland A - DP1
Sampling Point
Remarks (Include photo numbers here or on a separate sheet )
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version
Absolute Dominant Indicator
Dominance Test worksheet-
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
1
That Are OBL, FACW, or FAC (A)
2
Total Number of Dominant
3
Species Across All Strata (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC (A/B)
6
Prevalence Index worksheet:
7
8
Total % Cover of Multiply by
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size 15'
)
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x4=
3
UPL species x 5 =
4
Column Totals (A) (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators•
7
1 - Rapid Test for Hydrophytic Vegetation
8
2 - Dominance Test is >50%
9
_
3 - Prevalence Index is 53 0'
10
_
4 - Morphological Adaptations' (Provide supporting
5
= Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
1 Eleochans sp
50 Yes FACW -OBL
Ex t
Problematic Hydrophytic Ve eaion' lain
t
— g ( (Explain)
2 Carex lurida
30 Yes OBL
3 Festuca sp
18 No UPL -FACW
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
4 Tnfolium repens
2 No FACU
Definitions of Four Vegetation Strata:
5
6
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling /Shrub — Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb — All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3 28 It tall
12
100 = Total Cover
Woody vine — All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
Hydrophytic
5
Vegetation
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Weiland A - DP1
Sampling Point
Profile Description- (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Dark Surface (S7)
(inches)
Color (moist)
% Color (moist) % Typ Loci
Texture Remarks
0 -2
7 5YR 3/1
100
silt loam
2 -10
7 5YR 3/1
95 10YR 3/4 5 C PL
silt loam
10 -12
10YR 3/1
100
silt loam
RM= Reduced Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvaiue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
;Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Sods (F19) (MLRA 148)
wetland hydrology must be present,
Stripped Matrix (S6)
unless disturbed or problematic
Type
Depth (inches)
Hydric Soil Present? Yes ✓ No
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Morgan Creek Stream Restoration City /County Cherokee Sampling Date 7/22/14
Applicant/Owner Wddlands Engineering State NC Sampling Point WedandA - DPI
Investigator(s) Ian Eckardt Section, Township, Range
Landform (hillslope, terrace, etc) floodplain Local relief (concave, convex, none) concave Slope ( %) 0
Subregion (LRR or MLRA) MLRA 136 Lat N 35 155362 Long W 83 957181 Datum
Soil Map Unit Name Hatboro loam (HaA) NWI classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks )
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
No ✓
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydnc Soil Present? Yes ✓ No within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks
Sampling point located within a linear depression located near the toe of slope adjacent to Highway
19. Vegetation is maintained (mowed) which has removed the tree and sapling strata.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reaurred, check all that apply)
_ Surface Sod Cracks (B6)
Surface Water (Al)
_ True Aquatic Plants (614)
_ Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
— Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
✓ Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aqudard (D3)
_ Water - Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
_ FAC- Neutral Test (D5)
Field Observations-
Surface Water Present? Yes ✓ No
Depth (inches) 1
Water Table Present? Yes No
✓ Depth (inches)
Saturation Present? Yes ✓ No
Depth (inches) `12
Wetland Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Weiland A - DPI
Sampling Point
Remarks (Include photo numbers here or on a separate sheet)
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30' )
° Cover Species? Status
Number of Dominant Species
1
That Are OBL, FACW, or FAC (A)
2
Total Number of Dominant
3
Species Across All Strata (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC (A/B)
6
Prevalence Index worksheet:
7
8
Total % Cover of Multiply by
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size 15,
)
FACW species x2=
1
FAC species x3=
2
FACU species x 4 =
3
UPL species X5=
4
Column Totals (A) (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
1 - Rapid Test for Hydrophytic Vegetation
8
—
2 - Dominance Test is >50%
9
—
3 - Prevalence Index is s3 0'
10
—
4 - Morphological Adaptations' (Provide supporting
51
=Total Cover
—
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
Problematic Hydrophytic Vegetation (Explain)
1 Eleochans sp
50 Yes FACW-081-
—
2 Carex lurida
30 ,Yes OBL
3 Festuca sp
18 No UPL -FACW
'Indicators of hydric sod and wetland hydrology must
be present, unless disturbed or problematic
4 Trifolium repens
2 No FACU
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling /Shrub – Woody plants, excluding vines, less
g
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb – All herbaceous (non - woody) plants, regardless
11
of size, and woody plants less than 3 28 ft tall
12
100 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
Hydrophytic
4
5
Vegetation
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet)
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL Sampling Point Wetland A - DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Dark Surface (S7)
(inches)
Color (moist)
% Color (moist) % Type Loc
Texture Remarks
0 -2
7 5YR 3/1
100
silt loam
2 -10
7 5YR 3/1
95 10YR 3/4 5 C PL
silt loam
10 -12
10YR 3/1
100
silt loam
'Type C= Concentration, D= Deplebon, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M =Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
Hlstosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain In Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (1713) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplaln Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Hydric Soil Present? Yes `1
No
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Morgan Creek Stream Restoration City /County Cherokee
Applicant/Owner Wildlands Engineering
State NC
Investigator(s) Ian Eckardt Section, Township, Range
Landform (hillslope, terrace, etc) floodplain Local relief (concave, convex, none) concave
Subregion (LRR or MLRA) MI-RA 136 Lat N 35 155362 Long W 83 957181
Sod Map Unit Name Hatboro loam (HaA)
Are climatic / hydrologic conditions on the site typical for this time of year? Yes !�
Are Vegetation Soil or Hydrology significantly disturbed?
Are Vegetation Soil or Hydrology naturally problematic?
Sampling Date 7/22/14
_ Sampling Point wetland A - DPi
- Slope ( %) 0
Datum
NWI classification
No (If no, explain in Remarks )
Are "Normal Circumstances" present? Yes
(If needed, explain any answers in Remarks )
No ✓
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks
Sampling point located within a linear depression located near the toe of slope adjacent to Highway
19. Vegetation is maintained (mowed) which has removed the tree and sapling strata.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required. check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
_ Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aqudard (D3)
_ Water - Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (613)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches) 1
Water Table Present? Yes No
" Depth (inches) '
Saturation Present? Yes No
Depth (inches) `12
Wetland Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Wetland A - DP1
Sampling Point
Remarks (Include photo numbers here or on a separate sheet )
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Intenm Version
Absolute Dominant Indicator
Dominance Test worksheet.
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
1
That Are OBL, FACW, or FAC (A)
2
Total Number of Dominant
3
Species Across All Strata (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC (A/B)
6
Prevalence Index worksheet:
7
8
Total % Cover of Multiply by
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size 15,
)
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x4=
3
UPL species x 5 =
4
Column Totals (A) (B)
5
6
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
7
8
1 - Rapid Test for Hydrophytic Vegetation
9
_ 2 - Dominance Test is >60%
3 - Prevalence Index is 53 0'
10
_
4 - Morphological Adaptations' (Provide supporting
5'
= Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
1 Eleochans sp
50 Yes FACW-081.
— Problematic Hydrophytic Vegetation' (Explain)
2 Carex lunda
30 Yes OBL
3 Festuca sp
18 No UPL -FACW
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
4 Trifolium repens
2 No FACU
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling /Shrub – Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
11
Herb – All herbaceous (non- woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
12
Woody vine – All woody vines greater than 3 28 ft in
100 = Total Cover
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
Hydrophytic
5
Vegetation
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Intenm Version

SOIL
Sampling Point wetland A - DPI
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc Texture Remarks
0 -2 7 5YR 3/1 100 silt loam
2 -10 7 5YR 3/1 95 10YR 3/4 5 C PL silt loam
10 -12 10YR 3/1 100 slit loam
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Hlstosol (Al)
_ Dark Surface (S7)
— 2 cm Muck (A10) (MLRA 147)
_ Hlstic Eplpedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Hlstic (A3)
— Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
r,,, Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
— Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
Piedmont Floodplain Sods (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed),
Type
Depth (inches)
Hydric
Soil Present? Yes No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Morgan Creek Stream Restoration City /County Cherokee Sampling Date 7/22/14
Applicant/Owner Wildlands Engineering State NC Sampling Point Weiland A -DP1
Investigator(s) Ian Eckardt Section, Township, Range
Landform (hillslope, terrace, etc) floodplaln Local relief (concave, convex, none) concave Slope ( %) 0
Subregion (LRR or MLRA) MLRA 136 Lat N 35 155362 Long W 83 957181 Datum
Soil Map Unit Name Hatboro loam (HaA) NWI classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks )
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No ✓
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes ✓ No within a Wetland? Yes ✓ No
Wetland Hydrology Present? Yes No
Remarks
Sampling point located within a linear depression located near the toe of slope adjacent to Highway
19. Vegetation is maintained (mowed) which has removed the tree and sapling strata.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired. check all that aooly)
_ Surface Soil Cracks (66)
Surface Water (A1)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (610)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (813)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches) 1
Water Table Present? Yes No
I/ Depth (inches)
Saturation Present? Yes No
Depth (inches) 412
Wetland Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Wetland A - DPI
Sampling Point
Remarks (Include photo numbers here or on a separate sheet)
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30' )
% Cover Species) Status
Number of Dominant Species
1
That Are OBL, FACW, or FAC (A)
2
Total Number of Dominant
3
Species Across All Strata (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC (A/B)
6
Prevalence Index worksheet:
7
8
Total % Cover of _ _ _ Multioly by
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size 15
)
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals (A) (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
— 1 - Rapid Test for Hydrophytic Vegetation
8
2 - Dominance Test is >50%
9
—
3 - Prevalence Index is s3 0'
10
—
4 - Morphological Adaptations' (Provide supporting
5'
=Total Cover
—
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
Problematic Hydrophytic Vegetation (Explain)
1 Eleochans sp
50 Yes FACW -OBL
2 Carex lunda
30 Yes OBL
3 Festuca sp
18 No UPL -FACW
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
4 Trifolium repens
2 No FACU
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling/Shrub – Woody plants, excluding vines, less
g
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb – All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3 28 It tali
12
100 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
Hydrophytic
5
Vegetation
✓
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet)
Routine maintenance has removed the tree and sapling strata.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL Sampling Point wetland A - DPI
Profile Description, (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth
Matrix
_ Histosol (Al)
Redox Features
(inches)
Color (moist)
%
Color (moist) % Tyne Loc Texture Remarks
0 -2
7.5YR 3/1
100
silt loam
2 -10
7 5YR 3/1
95
10YR 3/4 5 C PL silt loam
10 -12
10YR 3/1
100
silt loam
'Type C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains ZLocatlon PL =Pore Lining, M= Matrix
Hydric Soil Indicators-
Indicators for Problematic Hydric Soils'•
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain In Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3 Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Type
Depth (inches)
Remarks
Hydric Soil Present? Yes `� No
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

Figure 5 Parcel Map
W I L D L A N D S 0 100 200 Feet Morgan Creek Stream Restoration
ktvw ENGINEERING I I Hiwassee River Basin
(o6o20002)
Cherokee County, NC

This Page Intentionally Left Blank

WILDLANDS
ENGINEERING
October 2, 2014
Ms. Renee Gledhill - Earley
State Historic Preservation Office
109 East Jones Street, Room 258
Raleigh, North Carolina 27601
Subject: Request for Review and Comment
Morgan Creek Stream Restoration Project
Cherokee, County, North,Carolina
Dear Ms. Gledhill - Earley:
On behalf of our client, Hiwassee River Watershed Coalition, Wildlands Engineering (Wildlands)
is hereby contacting the North Carolina State Historic Preservation Office (SHPO) regarding the
presence of any historic, archaeologic, or'cultural resources within the referenced project area.
The Morgan Creek Stream Restoration Site is located off of Highway ig approximately 2 miles
southwest of the town of Marble in.central Cherokee County, NC The attached USGS Site
Location Map (Figure 1) illustrates the approximate location of the project area. The figure was
prepared from the Marble, NC, 7.5- Minute USGS Topographic Quadrangle. General site
coordinates are 35.155514 °N /- 83.957265 °W. The project area is approximately 3 acres in size.
The project proposes the restoration of i,soo linear feet of channel restoration along Morgan
Creek, Cindy Branch, and Dick Branch, along with floodplain planting, stormwater
management solutions to treat highway runoff before it enters the stream. These efforts will
reduce thermal pollution and erosion and sedimentation in the streams and contribute to
meeting goals for delisting the Valley River from the 303(d) list. Construction of this project will
affect jurisdictional waters of the U.S. and require Section 404/401 permitting.
The project site is currently °open field primarily between a rail line owned by the NC
Department of Transportation and Highway'19. The rail line won't be impacted by the project
and will remain. The only structures�within or immediately adjacent to the project area include
a chain link fence and the rail line.
Please feel free to,contact us with any questions that you may have,concerning the extent of
site disturbance associated with this,project.
Sincerely,
Ian Eckardt
Environmental Scientist
Wildlands Engineering, Inc • phone [phone] • fax [phone] • 1430 S Mint Street, # 104 • Charlotte, NC 28203

WILDLANDS
ENGINEERING
ieckardt @wildiandseng.com
704 - 332 -7754 x108
Attachment:
Figure 1: USGS Site Location Map
Site Photographs
Wddlands Engineering, Inc • phone [phone] • fax 704 - 332 -3306 • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

Project Area
0
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7. opograp _ '?
k!WV WILDLANDS
ENGINEERING
0 500 1,000 Feet
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Figure i USGSTopographic Map
Morgan Creek Stream Restoration
Hiwassee River Basin
(o602000z)
Cherokee County, NC

Morgan Creek Stream Restoration Project — Site Photographs

Looking northwest across site.
Looking northeast across site.

1.�
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Looking downstream along lower third of Morgan Creek in project area.

This Page Intentionally Left Blank

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