20190857 Ver 1_401 Application_20190625

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20190857
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* AmyAnnino:eads\amannino
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
*
owed? r $570.00

Project Submittal Form
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mandatory questions are answered.
Project Type: r New Project
• Pre -Application Submittal
• More Information Response
• Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
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Project Contact Information
Name: Brady N. Dodd (USDA Forest Service)
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Project Name: Swannanoa Creek Stream Enhancement
Is this a public transportation project?
Yes
c' No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
C Yes (-- No C Unknown
County (ies)
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18PAl1081117027 Swannanoa Cr
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V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in autorretically.

Swannanoa Creek Stream Enhancement Project 2019 -
Project Description
Brady Dodd (NFsNC Hydrologist), May 15, 2017, edited December 3, 2018/May 28, 2019
Project Background:
Swannanoa Creek (Figure 1), in the Catawba River Basin, is classified by the state of NC as Class C,
Trout. The watershed has a history of timber harvest with a concentration of activity, including roads and
farming, in the valley bottom. Currently there is private land occupied by small buildings and a grassy field
on the north bank and a Forest Service picnic area on the south (Photo 1) within this reach. The property
boundary follows the centerline of the channel.
In the past, this reach has been impacted by channelization and therefore is entrenched without normal
access to its broader valley bottom floodplain. Much of the channel scour has occurred in the past leaving
exposed bed rock in the bed and banks. Because of rocky banks and numerous large live trees on the
bank edge, banks are moderately stable (Photo 2). Larger exceptions occur at the most upstream section
of the reach where the channel bends at a steep eroded side slope and along the left bank where erosion
is occurring annually due to loose, unconsolidated cobbley soils and a lack of deep rooted vegetation.
Several sections of channel have bankfull benches that promote floodplain interaction, but the bankfull
channel is largely within the entrenched valley bottom defined by high and low terraces. Because of the
partial loss of streamside vegetation on both banks and high flood flow energies, large wood, functioning
in the stream channel, is not frequent and therefore, aquatic habitat diversity is low; pools are largely
lacking and of low quality.
SWANNANGA CA= ST? EAM FNHANC134ENT PROJECT
Ar
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Figure 1. Site location of Swannanoa Creek Stream Enhancement Project.
-dn • l
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Old
i Fre
Swannanoa Creek Stream Enhancement Project 2019 Page 1

Photo 1. Photo of Swannanoa Creek, looking at eroded bank and FS picnic area, May 11, 2017.
Photo 2. Swannanoa Creek Current Condition looking downstream at project reach.
Project Description:
Within this 1,200 feet stream reach of Swannanoa Creek work is proposed to stabilize erosion and
sources of sedimentation and improve aquatic habitat diversity. This will be accomplished by the
following:
1. From about 200 feet upstream from the Old US Highway 70 bridge crossing on Swannanoa
Creek, the proposed reach extends upstream for about 1,200 feet, construct stream structures
using imported boulders and trees from the surrounding area. These structures are designed to
protect stream banks from erosion and reestablish natural riffle -pool bedform features, and thus
increase habitat quality and diversity. Nine structures including boulder vanes, log vanes and toe -
wood revetments are planned (for reach plan view see Figures 2 & 3) in this reach to establish
and improve habitat diversity as determined from the upstream reference reach data (Table 1). In
conjunction with existing riffle -pool habitat the proposed design should resemble the reference
bedform.
Table 1. Measured channel dimensions from upstream reference reach, Swannanoa Creek.
Bedform I Range (feet) I Mean (feet)
Swannanoa Creek Stream Enhancement Project 2019 Page 2

Riffle Length
24-54
39
Pool Length (includes run & glide)
24-36
30
Pool — Pool Spacing
51 -84
67
Bankfull Width - Riffle
24-27
25
a. In -stream structures and channel substrate alteration will be designed to achieve natural
channel design objectives and support aquatic habitat. See Appendix A for construction
details.
i. The boulder and log vanes are intended to hold grade while creating flow
convergence to promote pool scour and turning the flow away from the bank.
ii. Toe -wood revetments are used to enhance bank stability while providing a
simulated undercut bank for aquatic organisms.
2. Work would be accomplished using a medium-sized trackhoe to excavate the channel bed and
banks to install these structures.
3. Native vegetation will be planted in the riparian buffer to enhance habitat and strengthen soil
resistance to erosion. See Appendix A for construction details.
4. Erosion control measures would be taken during and after construction to avoid adverse effects
(see Appendix A & B).
S, ANNArJOA CRP -C K
STREAM E1fA+acFr+c Nr �tiq
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o ���w' rw w`.nm. w.� 'gA.lt�.N 9Y•
Figure 2. Plan view of Swannanoa Creek with proposed location and type of structures, Page 1 of 2.
Swannanoa Creek Stream Enhancement Project 2019 Page 3

YANE
-rAgC Z 4 Z.
VANE
VAN(
FNwk
VAK
z� UM -.-Ax ro EWs
Figure 3. Plan view of Swannanoa Creek with proposed location and type of structures, Page 2 of 2.
Swannanoa Creek Stream Enhancement Project 2019 Page 4

APPENDIX A — STREAM RESTORATION SPECIFICATIONS
EQUIPMENT AND OPERATOR SPECIFICATIONS
A) Manner of Construction - Excavation will be done in a manner which will minimize sedimentation in
the stream channel. Silt fence will be installed downstream of the construction area to reduce the risk
of sediment entering the stream.
B) Equipment Operator Performance - Equipment operators shall be experienced and competent in the
use of the equipment to which they are assigned. They shall be expected to demonstrate a level of
proficiency with the equipment which enables them to be productive in all aspects of stream
restoration work. Equipment operators shall be experienced in the construction of Rosgen designed
structures; including the cross vane, J -hook vane, and Toe-wood/Sod mat.
Operators will be instructed by the construction inspector as to the desired result of construction
activities. Operators will be responsible for determining how best to use equipment to achieve the
desired results. Chain saw operators will be required to cut trees, limbs and root masses as
necessary to facilitate the removal and placement of debris in the stream.
C) Environmental Considerations - Earth moving equipment will cross and operate in the stream flow
only when necessary and only when directed to do so by the construction inspector. Equipment shall
be new or of low hours and be maintained to prevent fuel, oil and lubricant spills in the vicinity of the
stream. Refueling, repairs and lubrication will be performed at a safe distances from the stream and
only at locations approved by the construction inspector where water is controlled by runoff control
measures.
D) Safety Considerations - At work sites, where equipment will be operated on Forest Roads, flagman
shall be stationed to warn oncoming traffic of congestion. Construction road signs shall be in place
and a means of removing sediment, mud or rocks from roadways shall be established. The
contractor will be responsible for the implementation of these measures.
E) Equipment Specifications
Hydraulic Excavator:
Track mounted, hydraulic powered.
Excavator:
• Min weight — 30,000 lbs
• Min. Reach — 22 feet
• Min Digging Depth — 20 feet
• Min Bucket size — 1.0 Cu Yd.
• Min 115 HP
• Equipped with hydraulic thumb, with experienced operator as described above.
(More than 1 excavator may be required. Unit price bid should be for one excavator for one hour
of running time).
IN -STREAM STRUCTURES SPECIFICATIONS
Structure Stone
Description
The work covered by this section consists of furnishing, stockpiling, placing and maintaining approved
stone to be utilized to construct rock and log vanes, root wad structures, the step -pool structures, stream
crossings, sediment and erosion control measures for use in locations as directed by the Designer. The
quantity of stone may be increased, decreased, or eliminated entirely at the direction of the Designer.
Such variations in quantity will not be considered as alterations in the details of construction or a change
in the character of the work.
Swannanoa Creek Stream Enhancement Project 2019 Page 5

Materials
Stone for "Boulder" shall consist of blasted stone or other stone approved by the Designer. The stone
shall be sound, tough, dense, resistant to the action of air and water, and suitable in all other respects for
the purpose intended.
All stone shall meet the approval of the Designer. While no specific gradation is required, the various
sizes of the stone shall be equally distributed within the required size range. The size of an individual
stone particle will be determined by measuring its long dimension.
Acceptance Criteria for Stone
CLASS I REQUIRED STONE SIZES (INCHE
Minimum Average Maximum
Boulder 36 48 60
48" x 24" x 24"
No more than 5 percent of the material furnished can be less than the minimum size specified, more than
10 percent of the material can exceed the maximum size specified. Boulders shall be relatively flat on
either side in the same dimension, preferably the long dimension.
Construction
The Contractor shall place stone, in locations shown on the construction plans to the thickness, widths,
and lengths as shown on the construction plans or directed by the Designer. All stone shall be placed
neatly and uniformly with an even surface to form an in -stream structure or a sediment and erosion
control device or in accordance with the construction plans and special provisions, and shall meet the
approval of the Designer.
Method of Measurement
The quantity of stone required to construct the structures or sediment and erosion control measures
detailed in these special provisions will be incidental to those bid items. However, field conditions may
warrant the need for additional stone greater than the quantity specified or detailed for each bid item. The
quantity of stone that has been incorporated into the project, as directed or approved by the Designer,
which exceeds 110% of the quantity required for each bid item will be measured by weight. Measured by
weight will require the quantity to be weighed in trucks on certified platform scales. Stone that was
previously stockpiled for other bid items will not be measured a second time for this provision.
Basis of Payment
When field conditions dictate the need for additional quantity greater than 10% of the bid item, the
quantity of stone measured as provided above, will be paid for at the contract unit price per ton for "Misc.
Boulder". Such price and payment will be full compensation for all work covered by this section, including
but not limited to furnishing, weighing, stockpiling, re -handling, placing, and maintaining the stone and
disposal of any materials not incorporated into the project if directed by the Designer.
Payment will be made under:
Misc. Boulder..........................................................................................................................TON
Swannanoa Creek Stream Enhancement Project 2019 Page 6

Boulder J -hook & Cross Vane
Description
Boulder/rock J -hook and Cross Vanes are primarily used for grade control. These structures serve to
maintain the integrity of the upstream riffle while promoting scouring in the downstream pool. The design
shape is roughly that of the letter "J" or "U" with the apex located on the upstream side at the foot of the
riffle. Footer boulders are placed in the channel bottom for stability. Header boulders are then placed on
top of these footer boulders. Header boulders in the middle of the channel are at approximately the same
depth as the riffle. For the J -hook, on one side of the channel, wing boulders are placed at an angle to the
stream bank, gradually inclining in elevation until they are located near the bankfull surface directly
adjacent to the stream bank. On the other side, the structure turns downstream to create the hook of the
"J", matching the slope of the wing until it goes directly toward the bank as a sill. Water flowing
downstream is forced over these boulders towards the middle and opposite side of the channel,
effectively turning flow and scouring out a pool below. Boulders placed at the apex hold back streambed
material and prevent it from washing downstream.
The quantity of Rock J -hook Vanes may be increased, decreased, or eliminated entirely at the direction of
the Designer. Such variations in quantity will not be considered as alterations in the details of construction
or a change in the character of the work (See Rock J -hook Vane detail below).
Materials
All materials shall meet the requirements of boulder as outlined in Special Provision "Structure Stone".
Back fill material shall be obtained from the stream channel bed, likely from the constructed pool. Large
woody debris may be incorporated into the structure as directed by the Designer.
Installation
A trench shall be dug in such a manner that the footer boulders, the hook header boulders and at least
1/3 of the wing boulders are buried beneath the bed surface elevation. Refer to the construction plans for
exact installation guide and locations of vane to be installed. An excavator, with a bucket that includes a
hydraulic thumb, shall be used to place boulders under the supervision of Designer. Footer boulders shall
be placed first with header boulders placed on top prior to any back filling of the trench. Boulders shall be
selected and positioned such that they butt tightly together and there are multiple contact points between
all boulders (flat smooth surfaces that fit together). Gaps between boulders shall be filled (chinked) with a
combination of class A and No. 57 size stone found on site until plugged. In the center portion of the
channel (vane invert), the header boulder shall be placed with gaps between the rock with the top of the
header boulder at an elevation designated by the Designer. The header boulders in the side, or wing,
portion shall be placed in such a manner as they slope up from bed elevation to bankfull or below at a 2
to 7 percent slope or as shown in detail. Header and footer boulders at both banks shall be tied in
securely to the bank in such a way that eliminates the possibility of water diverting around them. A rock
sill shall be utilized to further prevent water from cutting around the structure. The area between the
stream bank and vane on the upstream side of the structure will be backfilled with stream bed material.
Structures shall be built to the approval of the Designer. The Designer may adjust the number and
placement of structures in the field.
Basis of Payment
Payment for installation of Rock J -hook Vane shall be as outlined. This payment shall be considered full
compensation for all labor, equipment, hauling, placing, handling, sorting, fitting, materials, and
incidentals necessary to construct the rock vane.
Payment will be made under:
Swannanoa Creek Stream Enhancement Project 2019 Page 7

Equipment& Labor.........................................................................................................HOURS
Materials: Boulders......................................................................................................TON
ROCK J -HOOK
VANE DETAIL
A
PLAN
VIEW
.
(OPTIONAL)
ROOTWAD
MATERIAL
ENCORPORATED INTO
FROM POOL
VANE ARM BE LOW LOW
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ROCK J -HOOK VANE DETAIL
...
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2_ 7%Stp PSC",Y
GAPS PLUGGED WITH
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- _ ELEVATION
- � . 'Fmroecfe
HEADER
ROCK
• CLOSELYFITTED FOOTER
'(OPTIONAL) CHANNEL BO OM BOULDERSTO ROCK
ROOTWAD PROFILE -THALWEG MIN IMIZE GAPS
�RC1N POOL GLIDE % RIFFLE �
• DWy Dom
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Swannanoa Creek Stream Enhancement Project 2019 Page 8

Log Vane
Description
This structure serves to decrease stress in the near -bank region while promoting scouring in the
downstream pool. Logs are placed at an angle to the stream bank, gradually inclining in elevation until
they are located near '/z bankfull elevation directly adjacent to the stream bank. Water flowing
downstream is forced over these logs towards the middle of the channel, effectively scouring out a pool
below. The quantity of log vanes may be increased, decreased, or eliminated entirely at the direction of
the designer. Such variations in quantity will not be considered as alterations in the details of construction
or a change in the character of the work.
Materials
Trees to be used for the vane shall be provided by the Forest Service from near the site. All log materials
shall be at least 10 inches in diameter. A sheet of non woven geotextile fabric (4oz. or greater) shall be
placed the length of the vane arm on the upstream side, stapled to the top log in a manner that they will
be covered by back fill material. Back fill material shall be obtained from the stream channel bed.
Installation
A trench shall be dug in such a manner that the footer and header logs are buried beneath the bed
surface elevation at least three feet. An excavator, with a bucket that includes a hydraulic thumb, shall be
used to place logs under the supervision of Designer. Logs shall be tightly sealed with no gaps between
the header and footer log. Filter fabric shall be placed on the upstream side of the structure and backfilled
with materials excavated on-site to prevent the washout of sediment through log gaps. Filter fabric shall
extend from the bottom of footer log to the finished grade elevation and shall be placed the entire length
of the structure. Header and footer logs shall be tied in securely to the bank in such a way that eliminates
the possibility of water diverting around them. Structures shall be built to the approval of the Designer.
The Designer may adjust the number and placement of structures in the field.
Basis of Payment
This payment shall be considered full compensation for all labor, equipment, hauling, placing, handling,
Swannanoa Creek Stream Enhancement Project 2019 Page 9
t
CROSS VANE DETAIL
PLAN VIEW
t
t
t
t
t
t
FOOTER
t
ROCK
-
Constructed pool
HEADER
ROCK
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USED TO
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USED TO
1/3 channel
1/3 channel
CONSTRUCT
bankfullwidth
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INNER BERM._"
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wady Dodd
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Log Vane
Description
This structure serves to decrease stress in the near -bank region while promoting scouring in the
downstream pool. Logs are placed at an angle to the stream bank, gradually inclining in elevation until
they are located near '/z bankfull elevation directly adjacent to the stream bank. Water flowing
downstream is forced over these logs towards the middle of the channel, effectively scouring out a pool
below. The quantity of log vanes may be increased, decreased, or eliminated entirely at the direction of
the designer. Such variations in quantity will not be considered as alterations in the details of construction
or a change in the character of the work.
Materials
Trees to be used for the vane shall be provided by the Forest Service from near the site. All log materials
shall be at least 10 inches in diameter. A sheet of non woven geotextile fabric (4oz. or greater) shall be
placed the length of the vane arm on the upstream side, stapled to the top log in a manner that they will
be covered by back fill material. Back fill material shall be obtained from the stream channel bed.
Installation
A trench shall be dug in such a manner that the footer and header logs are buried beneath the bed
surface elevation at least three feet. An excavator, with a bucket that includes a hydraulic thumb, shall be
used to place logs under the supervision of Designer. Logs shall be tightly sealed with no gaps between
the header and footer log. Filter fabric shall be placed on the upstream side of the structure and backfilled
with materials excavated on-site to prevent the washout of sediment through log gaps. Filter fabric shall
extend from the bottom of footer log to the finished grade elevation and shall be placed the entire length
of the structure. Header and footer logs shall be tied in securely to the bank in such a way that eliminates
the possibility of water diverting around them. Structures shall be built to the approval of the Designer.
The Designer may adjust the number and placement of structures in the field.
Basis of Payment
This payment shall be considered full compensation for all labor, equipment, hauling, placing, handling,
Swannanoa Creek Stream Enhancement Project 2019 Page 9

sorting, fitting, materials, and incidentals necessary to construct the Log Vane. Trees to be used for the
vane shall be provided by the Forest Service.
Payment will be made under:
Equipment& Labor............................................................................................HOURS
Materials:
Non woven geotextile fabric................................................................LINEAR FOOT
Toe-wood/Sod-mat Revetment (bankfull bench)
Description
This structure serves to protect a length of stream bank by biulding a new bank with a bankfull area
where one did not exist before due to unstable conditions (See Toe-wood/Sod mat detail below). The
structure creates a large undercut bank providing an abundance of aquatic cover type habitat.
Materials
Trees and brush to be used for the structure shall be provided by the Forest Service from near the site.
Shrubs and willow shall be provided by the Forest Service from near the site. Excavated soil shall be
hauled off the site and dumped within 5 miles by the contractor. Seed, mulch, coir matting, and riparian
plantings (live stakes, potted material, etc.) shall be provided and installed by the contractor.
Installation
The channel shall be excavated to build a bench on the channel bottom on the outside of the meander
bend. Its elevation shall be well below determined low water elevation. A deep pool shall be constructed
where the new thalweg will be located, and excavated material shall be used to build the point bar and
back fill the structure. Footer logs laying parrallel to the stream channel shall be placed on the bench,
then the toe -wood on top of that. Toe -wood shall consist of a mixture of sizes, but include several large
tree stems with root wads attached. Stems shall be pushed into the bank were possible. Trees, brush,
Swannanoa Creek Stream Enhancement Project 2019 Page 10
s
V8 TO 114 OF END OF
LOGS BURIED IN
STREAM BEDVVITH
BOULDER AT
This area t be Log
Vane Typical
INVERTIBED
filled with e
ELEVATION
tops unde
fabric &
stream roc
-
over fabri
-
-
LOGS PLACED AT A20 - 30=
-
_
ANGLE FROM BANK AND AT
-
A2-4%SLOPE FROM 112
BANKFULL ELEVATION
Constructed
pool
'� •":_
PROTECTED
BANK
A
P;
kfull elevation
-
GEOTEX ILE FABRIC
PLACED RIVER
ROCK
TOPS OF TREES
LOGS
r:•.
BURIED UNDER
Constructed
_
- --
RIVER ROCK
ool
Toe-wood/Sod-mat Revetment (bankfull bench)
Description
This structure serves to protect a length of stream bank by biulding a new bank with a bankfull area
where one did not exist before due to unstable conditions (See Toe-wood/Sod mat detail below). The
structure creates a large undercut bank providing an abundance of aquatic cover type habitat.
Materials
Trees and brush to be used for the structure shall be provided by the Forest Service from near the site.
Shrubs and willow shall be provided by the Forest Service from near the site. Excavated soil shall be
hauled off the site and dumped within 5 miles by the contractor. Seed, mulch, coir matting, and riparian
plantings (live stakes, potted material, etc.) shall be provided and installed by the contractor.
Installation
The channel shall be excavated to build a bench on the channel bottom on the outside of the meander
bend. Its elevation shall be well below determined low water elevation. A deep pool shall be constructed
where the new thalweg will be located, and excavated material shall be used to build the point bar and
back fill the structure. Footer logs laying parrallel to the stream channel shall be placed on the bench,
then the toe -wood on top of that. Toe -wood shall consist of a mixture of sizes, but include several large
tree stems with root wads attached. Stems shall be pushed into the bank were possible. Trees, brush,
Swannanoa Creek Stream Enhancement Project 2019 Page 10

and limbs shall all be used to fill this area with woody debris, and be placed up to the low flow elevation.
Bundles of live stakes, e.g. willow, shall be placed on top of the woody debris and alluvial backfill shall be
placed on the structure (amount determined by Designer). Shrubs, excavated from nearby, shall be
placed on top of the toe -wood up to the bankfull elevation. This shrub mat will replace the "sod mat".
From the bankfull elevation the verticle slope shall be excavated to the 2:1 slope (run to rise). Excavated
soil material shall be scattered on the adjacent terrace. All slopes shall have seed, mulch, and coir
matting installed. Riparian plantings shall be installed on the slope and during the plant dormant season,
live stakes shall be installed in the bench and bank.
Stabilization of Vertical Banks on outside Meander Bend
Terrace elevation Construction of Bankfull Bench using TOE WOOD/SOD MAT DETAIL
MIN---------------------- ---------- -
EXCAVATED BANK MATERIAL
CONSTRUCTION ITEMS AND
SEQUENCE:
• Excavate high bank to construct a
2:1 slope from bankfull to terrace ........... ........
elevation
Excavate & construct toe wood
bench and new channel pool I t
feature based on reference pool
dimensions
Place trees/logs/tops on toe wood ft o
bench & in toe of bank below low
flow
• Place willow cuttings/bundles on
toe wood
Excavate sod mats (using a front
end loader) or shrub transplants
(e.g. alder, willow) and place on toe
wood up to bankfull elevation FOOTER LOGST°ew°°d n°�°n
Seed bank with native grass seed
Cover sod mat and sloped bank
with coir erosion control matting
• Plant willow/silky
dogwood/elderberry cuttings into
relocated sod mat and bank to help
"pin" sod into bank
........... �...............lSanktull.E=lavalian..................
SOD MAT
Low flow Elevation
TOE WOOD
----------------- Pre-goostruction
Channel Bottom ----
Channel Bottom
Brady Dodd
NFNC Hydra
Basis of Payment
This payment shall be considered full compensation for all labor, equipment, hauling, placing, handling,
sorting, fitting, materials, and incidentals necessary to construct the bankfull bench. Trees to be used for
the structure shall be provided by the Forest Service.
Payment will be made under:
Equipment& Labor...............................................................................................HOURS
Materials:
Coir Matting..................................................................................... LINEAR FOOT
Seed......................................................................................................ACRE
RiparianPlantings......................................................................................EACH
EROSION CONTROL SPECIFICATIONS
Seed (Native)
Description
Swannanoa Creek Stream Enhancement Project 2019 Page 11

Seeding shall occur within 24 hours of ground disturbing activities. Seed shall be applied by hand or with
a cyclone seeder and on steep slopes be immediately covered with leaf litter, raked in from the
surrounding area. On stream banks, biodegradable matting/blanket shall be placed to keep seed and soil
in place. Below are native grass species to be sown and their seeding density of pure live seed.
Community Type: Riparian
Scientific Name
Common Name
Planting Density
Elymus virginicus
Virginia wild rye
22 lbs/acre
Festuca rubra
Creeping red fescue
5 lbs/acre
Dichanthelium clandestinum
Deertongue
2 lbs/acre
Aster sagittifolius
Arrow Leaved Aster
2 lbs/acre
Rudbeckia hirta
Black Eyed Susan
2 lbs/acre
Eupatorium fistulosom
Joe Pye Weed
1 lbs/acre
Eupatorium perfoliatum
Boneset
1 lbs/acre
Materials
All materials shall meet the approval of the Designer.
Basis of Payment
Payment for installation of seed and mulch will be paid for as outlined. This payment shall be considered full
compensation forall labor, equipment, furnishing materials, hauling, rehandling, sorting, materials, and incidentals
necessary to seed and mulch.
Payment will be made under:
Seed............................................................................................................................ACRE
Matting
Materials
All materials shall meet the approval of the Designer and include Coir fiber mat 700, hardwood stakes, and live
stakes (see "Planting" Specs).
Installation
Coir fiber mat 700 shall be used on upper and lower stream banks (above and below the bankfull
elevation). The matting shall be fastened in place using hardwood stakes. During the following plant
dormant season, live stakes shall be planted in the matting from water's edge to just above bankfull.
Species include silky dogwood (Cornus ammonum), black willow (Salix nigra), silky willow (Salix sericea),
ninebark (Physocarpus opulifolius) and common elderberry (Sambucus canadensis) from a local source.
Provide stakes made of hardwood to anchor the matting. Stakes shall be installed to no less than 1 foot
deep for use on side slopes and along the top edge of matting.
Place the matting upon final grading, following seed and mulch application. Provide a smooth soil surface
free from stones, clods, or debris which will prevent the contact of the matting with the soil. Unroll the
matting on the contour, starting at the bottom of the slope and apply without stretching such that it will lie
smoothly but loosely on the soil surface. Bury the top end of each piece of matting in a narrow trench at
least 6 in. (150 mm) deep and tamp firmly after staking with evenly spaced stakes. Stake the matting
according to the manufactures recommended pattern for specific product and slope. Where one roll of
matting ends and a second roll begins, install matting end -over -end with approximately 6 inches of
overlap. Stake through overlapped area. Install stakes across the matting at ends, junctions, and
trenches approximately 1.3 feet apart.
Swannanoa Creek Stream Enhancement Project 2019 Page 12

Basis of Payment
Payment for installation of matting will be paid for as outlined. This payment shall be considered full compensation for
all labor, equipment, furnishing materials, hauling, stockpiling, rehandling, sorting, fitting, materials, and
incidentals necessary to install matting.
Payment will be made under:
Matting............................................................................................................LINEAR FOOT
Plantings
Description
Plantings shall be specified in each contract as to type e.g., container, bare root, and live staking.
Plantings from containers shall be from one gallon containers and can be planted throughout the year.
Live staking and bare root planting shall occur during plant dormancy. Bare root seedlings shall be 6 to 12
inches tall. Below is a list of woody vegetation species to be planted on stream banks and floodplains.
Scientific Name
Common Name
Percent of
plantings
Spacing (feet)
Container & Bare Root Species:
Alnus serrulata
Tag Alder
20%
3
Calycanthus floridus
Sweetshrub
10%
3
Clethra acuminata
Cinnamon Bark Clethra
10%
4
Hamamelis virginiana
Witch Hazel
10%
4
Hypericum densiflorum
Bushy St. Johns
10%
4
Itea virginica
10%
4
Xanthorhiza simplicissima
Yellowroot
10%
2.5
Platanus occidentalis
Sycamore
20%
6
Live Stake Species:
Cornus ammonum
silky dogwood
10
3
Salix nigra
black willow
20
3
Salix sericea
silky willow
20
3
Salix humilis
prairie willow
10
3
Sambucus canadensis
common elderberry
30
3
Physocarpus opulifolius
ninebark
10
3
Materials
All materials shall meet the approval of the Designer.
Basis of Payment
Payment for installation of plantings will be paid for as outlined. This payment shall be considered full compensation
for all labor, equipment, furnishing materials, hauling, rehandling, sorting, materials, and incidentals necessary
to plant.
Payment will be made under:
Plantings...................................................................................................................... EACH
Swannanoa Creek Stream Enhancement Project 2019 Page 13

APPENDIX B — MINIMIZING DETRIMENTAL IMPACTS
A. Minimize the area and degree of soil disturbance that reduces infiltration capacity and permeability,
and destroys protective forest floor and ground cover.
B. All hazardous materials will be stored outside of flood -prone areas and surrounded with sediment
fence to reduce the risk of materials reaching the river.
C. Work activities would not be scheduled on rainy days.
D. During in -stream work, implement an effective pump -around operation to work in the dry as
possible.
E. Heavy Equipment Operation.
1. All equipment shall be cleaned before entering the project area and stream, so as to reduce
the risk of fine grained sediment and oils and grease from entering the stream. This would
also reduce the risk of invasive weed spread onto the Forest.
2. Do not operate on wet soils when they are most susceptible to damage and erosion.
3. Operate heavy equipment on slopes less than 12 percent so as to reduce the risk of soil
erosion. Avoid operating heavy equipment on over -hanging stream banks.
4. Move large woody debris in a manner that minimizes disturbance of the forest floor,
exposure of mineral soil, or degradation of stream bank stability.
F. Install sediment fence to trap potential sediment. Stabilize any disturbed area at the end of each
workday.
G. Re -vegetate exposed soils as soon as possible to take advantage of the loose soil conditions for
seeding.
1. Exposed soil will be covered with straw mulch or erosion control matting at the end of the
project. Matting will be secured in place with stakes and live stakes where conditions allow.
Swannanoa Creek Stream Enhancement Project 2019 Page 14

2. Seeding will occur on all bare soil within five days of ground disturbing activities to provide
long-term erosion control.
H. Do not move sediment trap devices until the vegetation in the disturbed areas has been
established.
I. During on-going operations inspect the site frequently; inspect occasionally during inactive periods.
1. Check for potentially damaging or failing situations that may cause unacceptable water
quality impacts.
2. Correct failing situations as soon as practical.
J. Conduct visual inspections of Cantrell Creek while the work is being conducted to maintain
acceptable turbidity levels.
Use a skilled heavy equipment operator, trained in stream restoration and construction of in -stream
structures. Instruct the operator to minimize disturbance to the streambed.
Swannanoa Creek Stream Enhancement Project 2019 Page 15

Forest Service
s
File Code: 2500
Route To:
National Forests in North Carolina
Subject: Delegation of Authority
To: Brady Dodd
Date:
160A Zillicoa Street
Asheville, NC 28801
828-2574200
FAX: [phone]
March 17, 2016
You are hereby delegated the authority to act as my agent for all phases of the application
process for permits required by Section 404 of the Clean Water Act, for watershed restoration
and improvement projects such as aquatic habitat restoration and enhancement, habitat
restoration, channel stabilization, and channel relocation on the National Forests in North
Carolina. You are authorized to make formal application for all permits to the U.S. Army Corp
of Engineers and the North Carolina Division of Water Quality, provide all necessary
information, and sign all correspondence.
Include this letter as part of all applications for Section 404 permits to the U.S. Army Corps of
Engineers and Section 401 Water Quality Certification to the North Carolina Division of Water
Qualit .
HURSTON A. NICHOLAS
Forest Supervisor
USDA ,,,,
America's Working Forests —Caring Every Day in Every Way Printed ovRttycledPaper
W

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ 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
1 e.
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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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:
Swannanoa Creek Stream Enhancement
2b. County:
McDowell
2c.
Nearest municipality / town:
Old Fort
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
U.S. Forest Service / Roger Allison, Jeffery Scott Allison, and David Lynn Allison
3b.
Deed Book and Page No.
Book 219 & Page 7
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
160 Zillicoa Street / 984 Mike Circle
3e. City, state, zip:
Asheville, NC 28801 / Spartanburg, SC 29303
3f.
Telephone no.:
828-257-4269 / 864-574-6400
3g.
Fax no.:
3h.
Email address:
[e-mail] / [e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Brady N. Dodd
4c. Business name
(if applicable):
USDA Forest Service, National Forests in North Carolina
4d. Street address:
160 Zillicoa St.
4e. City, state, zip:
Asheville
4f. Telephone no.:
828-257-4214
4g. Fax no.:
4h. Email address:
[e-mail]
S. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Grandfather Ranger District
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.63535 Longitude: - 82.21940
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Swannanoa Creek
2b. Water Quality Classification of nearest receiving water:
Class C, Trout
2c.
River basin:
Catawba
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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:
Swannanoa Creek, in the Catawba River Basin, is classified by the state of NC as Class C, Trout. The watershed has a
history of timber harvest with a concentration of activity, including roads and farming, in the valley bottom. Currently there
is private land occupied by small buildings and a grassy field on the north bank and a Forest Service picnic area on the
south within this reach. The property boundary follows the centerline of the channel. The U.S. Forest Service has entered
into a Wyden Agreement with the neighboring land owner. The agreement is attached to this application.
In the past, this reach has been impacted by channelization and therefore is entrenched without normal access to its
broader valley bottom floodplain. Much of the channel scour has occurred in the past leaving exposed bed rock in the bed
and banks. Because of rocky banks and numerous large live trees on the bank edge, banks are moderately stable.
Exceptions occur at the most upstream section of the reach where the channel bends at a steep eroded side slope and
downstream along the left bank where erosion is occurring annually due to loose, unconsolidated cobbley soils and a lack
of deep rooted vegetation. Several sections of channel have bankfull benches that promote floodplain interaction, but the
bankfull channel is largely within the entrenched valley bottom defined by high and low terraces. Over the reach, aquatic
habitat diversity is low; pools are largely lacking and of low quality.
3b.
List the total estimated acreage of all existing wetlands on the property:
0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
—10,000
3d.
Explain the purpose of the proposed project:
This project proposes to reduce sources of erosion and sedimentation, and improve habitat diversity in Swannanoa
Creek.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Within this —1,200 feet stream reach of Swannanoa Creek work is proposed to stabilize erosion and sources of
sedimentation and improve aquatic habitat diversity. This will be accomplished by the following:
1. From about 200 feet upstream from the Old US Highway 70 bridge crossing on Swannanoa Creek, the proposed
reach extends upstream for about 1,200 feet, construct stream structures using imported boulders and trees from the
surrounding area. These structures are designed to protect stream banks from erosion and reestablish natural riffle -pool
bedform features, and thus increase habitat quality and diversity. Nine structures including boulder vanes, log vanes and
toe -wood revetments are planned (see attached Project Description for detail) in this reach to establish and improve
habitat diversity as determined from the upstream reference reach data and Regional Curves. In conjunction with existing
riffle -pool habitat the proposed design should resemble the reference bedform. In -stream structures and channel
substrate alteration will be designed to achieve natural channel design objectives and support aquatic habitat. See
Appendix A for construction details. The boulder and log vanes are intended to hold grade while creating flow
convergence to promote pool scour and turning the flow away from the bank. Toe -wood revetments are used to enhance
bank stability while providing a simulated undercut bank for aquatic organisms.
2. Work would be accomplished using a medium-sized trackhoe to excavate the channel bed and banks to install these
structures.
3. Native vegetation will be planted in the riparian buffer to enhance habitat and strengthen soil resistance to erosion.
See Appendix A for construction details.
4. Erosion control measures would be taken during and after construction to avoid adverse effects
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
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.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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 T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
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
Excavation
Swannanoa Cr.
® PER
❑ INT
® Corps
® DWQ
25
300
S2 ❑ P ®T
Fill
Swannanoa Cr.
® PER
❑ INT
® Corps
® DWQ
25
180
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
480
3i. Comments: All impacts are temporary for the purpose to restore bedform diversity and aquatic habitat.
Page 6of12
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 individually 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
I
I
Flooded
Filled
I 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:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
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.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary (T) impact
131 ❑P❑T
B2 ❑P❑T
133 ❑P❑T
6i. Comments:
❑ Neuse ❑ Tar -Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6e. I 6f. I 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Construction would occur during low flow periods and flow would be diverted away from work to avoid elevated turbidity and
sediment yield to Swannanoa Creek. A temporarily increase in turbidity and sediment deposition downstream of the site is
possible during construction, but it will be minimized to keep turbidity levels below the standard. The implementation of the
project should decrease erosion and sedimentation overall. Work is expected to be completed over a one week period,
depending on weather.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A. Minimize the area and degree of soil disturbance that reduces infiltration capacity and permeability, and destroys
protective forest floor and ground cover.
B. All hazardous materials will be stored outside of flood -prone areas and surrounded with sediment fence to reduce the
risk of materials reaching the river.
C. Work activities would not be scheduled on rainy days.
D. During in -stream work, divert flow away from the work area as possible to minimize sedimentation.
E. Heavy Equipment Operation.
1. All equipment shall be cleaned before entering the project area and stream, so as to reduce the risk of fine grained
sediment and oils and grease from entering the stream. This would also reduce the risk of invasive weed spread onto the
Forest.
2. Do not operate on wet soils when they are most susceptible to damage and erosion.
3. Operate heavy equipment on slopes less than 12 percent so as to reduce the risk of soil erosion. Avoid operating
heavy equipment on over -hanging stream banks.
4. Move large woody debris in a manner that minimizes disturbance of the forest floor, exposure of mineral soil, or
degradation of stream bank stability.
F. Install sediment fence to trap potential sediment. Stabilize any disturbed area at the end of each workday.
G. Re -vegetate exposed soils as soon as possible to take advantage of the loose soil conditions for seeding.
1. Exposed soil will be covered with straw mulch or erosion control matting at the end of the project. Matting will be
secured in place with stakes and live stakes where conditions allow.
2. Seeding will occur on all bare soil within five days of ground disturbing activities to provide long-term erosion control.
H. Do not move sediment trap devices until the vegetation in the disturbed areas has been established.
I. During on-going operations inspect the site frequently; inspect occasionally during inactive periods.
1. Check for potentially damaging or failing situations that may cause unacceptable water quality impacts.
2. Correct failing situations as soon as practical.
J. Conduct visual inspections of Swannanoa Creek while the work is being conducted to maintain acceptable turbidity
levels.
Use a skilled heavy equipment operator, trained in stream restoration and construction of in -stream structures. Instruct the
operator to minimize disturbance to the streambed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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.
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 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
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: There is no increase in impervious area
from this project since it is a stream rehabilitation 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?
McDowell
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs
❑ NSW
❑ 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
attached?
❑ Yes ❑ No
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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b.
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
® Yes ❑ No
letter.)
Comments: NEPA document is attached
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 2B .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.
No wastewater will be generated from this project.
Page 11 of 12
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
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ 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?
Pisgah National Forest Zone biologists consulted with the US Fish and Wildlife Service.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries website
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?
Pisgah N.F. Zone Archaeologist conducted Cultural Resource Surveys and consulted with Tribes and SHPO, who
concurred. See attached NEPA.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? 7
ED—yes ❑ No
8b. If yes, explain how project meets FEMA requirements: This project would not alter floodflows.
8c. What source(s) did you use to make the floodplain determination? FEMA Floodplain Map Service Center website
Brady N. Dodd
JuNE2��7�9
I
Apply ant/ gens Signature
Applicant/Agent's Printed Name
Date
(Agent's sinature is v only if an authorization letter from the applicant
isprovided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

NOTES
I
LEGEND. ABBREVIATIONS: 1. THIS IS NOT A BOUNDARY SURVEY. SUBJECT TO EASEMENTS OF RECORD. \
i I '.\ 'tA /MLL CREEK
NTS...NOT TO SCALE 2. CONTOUR INTERVAL 2 FEET. '((
© BOULDER MAD NORTH AMERICAN DATUM 3. SURVEY IS SUBJEC ER ANY AND ALL UNDERGROUND UTILITIES THAT MAY EXIST.
WOLF
A WCLS CONTROL POINT NAVID NORTH AMERICAN VERTICAL DATUM 4. ALL DISTANCES
A VERTICAL LOCATION OF EDGE N WATER SURVEYED JANUARY 2018. � � \
} SPOTELEVATION MRS...NATIONAL SPATIAL REFERENCE SYSTEM 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN IS FEET. I '\ ,oq0 Ci EK DR.
SS...SAND BAR 6. A LOCALIZED GROUND COORDINATE SYSTEM WAS ESTABLISHED FOR THIS PROJECT
GUY WIRE USING WCL S TPRBS*1 AS THE LOCALIZED POINT ON NO GRID NAD 83 (MRS 2011). I MILL CREEK ROAD \ 10
UTUfY POLE HW...HEADWALL ALL OTHER COORDINATES SHOWN ARE HORIZONTAL GROUND COORDINATES, I 5
RIN RIGHT OF WAY ]. By
GRAPHICAL LOCATION, PORTIONS OF THE SURVEYED AREA IS SHOWN AS LYING IN i S.R. 1407 \ �JSTu c„OV
- - --- - ---- - - THALWEG RW RETAINING WALL
EDGE OF WATER (E.O.W.) SW...BOTTOM OF WALL - FLOOD ZONE AE AN AREA M MAP O.37NED 7 INSIDE THEFFE TIVE DA AL 0-2-20
CONTROL SASEUNE TW...TOP OF WALL FLOODPLAIN PER FEMA FIRM MAP NO. 3]100]40001, EFFECTIVE DATE 10-2-2008. i SUBJECT TO NCDOT RNV TO FULL LEGAL WIDTH \_
- -- -- -- - - - - - -TOP OF BANK D.T...DEAD TREE CONSULT THE FEMA FLOOD INFORMATION STUDY FOR MCOOWELL COUNTY FOR (ASPHALT) - \
BWANNANOA CREBC
pop POPLAR NDN -ENCROACHMENT WIDTHS. FEMA FLOODPLAIN LINES ARE TAKEN FROM GIS I '\ '&iE
C/L DITCH INFORMATION AVAILABLE FROM NO FLOOD RISK INFORMATION SYSTEM.
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\ �
\\' PE / >$0 4J @18T \ I, JOHN WESLEY COLE CERTIFY THAT THIS PROTECT WAS COMPLETED
\ Off, SWANNANOA CREEK/*
/ ' . UNDER MV DIRECT AND REBPoNSIBLE CHARGE FROM AN ACTUAL SURVEY
/ l� �_�TL 1B17k MADEUNDER MY SUPERVISION,TiATTHIS GROUNDSURVEY WAS
//ti 1 r TW 18 && / - w PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL (2 SIGMA) TO MEET
FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY
WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHICIPLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA AND
ZONE AE l VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS C STANDARD.AND
T ATTHETHE DATA WAS OBTAINED 2-15-18.2-20-18. 2-27-18 OAND
C J'/ - / / TP ..> MAc NaL UPOATED/REVISED ON 12-11-18 .12-12-18.2-7-19, THAT TME CNTOURS
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\ - 1 / / Eto4328985 COORDINATES ARE BASED ON NO GRID NAD 83(NSRS 2011): AND ALL SURVEY FOR:
- / / ELEV 161689 ELEVATIONS ARE BASED ON NAVD 88.
"-' _
STEPS >EEH -= UNITED STATES FOREST SERVI
\ l BANK UNDERCUT JOHN WESLEY COLE, P.L.S. L -R.1 SWANNANOA CREEK STREAM ENHANCEMENT
BY CREEK
SHEET 1 - PLAN VIEW
\
UNITED STATES OF AMERICA THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: CERTIFY THAT ACTUAL
MAP WAS DRAWN UNDER MY SUPERVISION •rr
\ PIN NOT ABSIGNED FROM AN ACNAL SURVEY MADE UNDER MV SUPERVISION (DEED •SN RO(�". OLD FORT TOWNSHIP, MCDOWELL COUNTY, NO
PER MCCOWELI COUNTY GIS DESCRIPTION RECORDED IN DEED BOOK N/A, PAGE J; THAT THE ,� S$ •y9','.
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USDA
DECISION MEMO
SWANNANOA CREEK STREAM IMPROVEMENT PROJECTS
U.S. FOREST SERVICE
GRANDFATHER RANGER DISTRICT
MCDOWELL COUNTIES, NC
BACKGROUND
Swannanoa Creek
Swannanoa Creek (Figure 1) in the Catawba River Basin is classified by the state of NC as Class
C, Trout. The watershed has a history of timber harvest with a concentration of activity including
roads and farming in the valley bottom. Currently, there is private land being farmed on the north
bank and a Forest Service picnic area on the south within this reach. The property boundary
follows the centerline of the channel. In the past, this reach has likely been impacted by
channelization and therefore is entrenched without normal access to its floodplain. Because of
rocky banks and good vegetation, excessive bank erosion occurs but is not frequent. Large wood
functioning in the stream channel is not frequent and therefore aquatic habitat diversity is low
and pools are lacking.
F- SWANNANOACREMCSTREAM ENHANCL ffiVTPROJECT
..2—..'
r
8rrr:+i rd r.7er aertrt� � .�.� -
ff, 3" Project Location I•r u+s
Mt
Young*
errs, Xeiso
Figure 1. Swannanoa Creek stream enhancement project location.
— Decision Memo —
Page 7 of 4

USDA
wr• ' .--
DECISION
I have decided to implement the Swannanoa Creek Improvement Project on the Grandfather
Ranger District.
Within the reach of Swannanoa Creek, the following bank stabilization and habitat improvement
work will occur:
1) Stabilize eroding stream banks in Swannanoa Creek (approximately 900 feet) by pulling
back banks to a stable slope and constructing a bankfull/floodplain bench where feasible.
These slopes will be covered with matting, sown with native seed, and planted with
woody species of native vegetation.
2) Placement of large wood and boulders to form structures in Swannanoa Creek that are
designed to redirect streamflow energy away from erodible banks and improve aquatic
habitat diversity, e.g. more pool habitat.
In addition to disturbance in the stream channel, there will be trees pushed over by a medium-
sized trackhoe working within 100' either side of the channel. Trees will be cut and used in the
construction of in stream structures. The following design features will be followed to avoid
undesired effects:
1. Implementation of this project will occur outside the trout spawning moratorium of
October 15 -April 15.
2. Avoid species of trees with exfoliating bark in order to minimize risk of disturbing
roosting bats.
This action is categorically excluded from documentation in an environmental impact statement
(EIS) or an environmental assessment (EA). The applicable category of actions is identified in
agency policy as: Removing, replacing or modifying water control structures to restore the flow
of waters into natural channels and floodplains 32.2 (18) e of categorical exclusion and CFR
citation as described in FSH 1909.15 Sec. 31.2). This category of action(s) is applicable because
this project has been designed to "restore flow into natural channels and floodplains" that was
previous manipulated into "unnatural" conditions.
I find that there are no extraordinary circumstances that would warrant further analysis and
documentation in an EA or EIS. I took into account resource conditions identified in agency
procedures that should be considered in determining whether extraordinary circumstances might
exist:
e Federally listed threatened or endangered species or designated critical habitat, species
proposed for Federal listing or proposed critical habitat, or Forest Service sensitive
species. The biological evaluation (BE) of the proposed stream improvement project
found that no botanical, wildlife or aquatic threatened or endangered species will be
effected by the project implementation. No designated critical habitat or Forest Service
sensitive species (botanical, wildlife or aquatic) exist. The BE is included in the project
record.
— Decision Memo —
Page 2 of 4

USDA
• Flood plains, wetlands, or municipal watersheds — The floodplains of these stream
improvement projects will improve with implementation.
• Congressionally designated areas such as wilderness, wilderness study areas, or national
recreation areas — none exist.
• Inventoried roadless areas or potential wilderness areas — None exist.
• Research natural areas — None exist.
• American Indians and Alaska Native religious or cultural sites — None exist.
• Archaeological sites, or historic properties or areas — These projects were considered an
exempt undertaking by USFS Archeologist, Scott Ashcraft, which concludes the
activities are in compliance with the programmatic Memorandum of Understanding
between the National Forest of North Carolina, North Carolina State Historic
Preservation Office (SHPO) and Tribes. As such Tribal and NC SHPO concurrence is
not necessary.
These restoration projects have been designed to have a positive impact on the long term health
and viability of the watersheds involved. Commensurate stream stabilization and large woody
debris recruitment is coordinated and planned on adjacent private lands to this action.
PUBLIC INVOLVEMENT
This action was originally included within the project titled Pisgah Zone Watershed
Improvement Projects FY2018 Grandfather Ranger District. This project was first published in
the Pisgah National Forest Schedule of Proposed Actions on 03/30/2018 and was updated
periodically during project development. This project was also developed within a collaborative
group as part of the Grandfather Ranger District Collaborative Forest Landscape Restoration
Project (CFLRP). These actions meet one of the primary goals of the CFLRP which is to
"Restore riparian vegetation, remove fish passage barriers, reduce sedimentation and reconnect
streams to their flood plains to benefit water quality and aquatic ecology."
The CFLRP collaborative involves many partners. State and national natural resource
management agencies involved in the project include the National Forests in North Carolina,
North Carolina Forest Service, North Carolina Wildlife Resources Commission, North Carolina
Department of Natural Resources, National Park Service, and the Fish and Wildlife Service.
Local environmental conservation organizations include Wild South, Mountain True, Foothills
Conservancy, Southern Area Wilderness Stewards, Land of Sky Regional Council, Friends of
Wilson Creek, and the Grandfather Mountain Stewardship Foundation. National conservation
organizations with local presence include The Nature Conservancy and The Wilderness Society.
Special interest wildlife groups include Trout Unlimited, National Wild Turkey Federation, and
Quality Deer Management Association. Special interest recreation trails groups include the
Southern Area Wilderness Stewards and the volunteer trails coordinator for the Linville Gorge
Wilderness Area. Research partners include the Southern Blue Ridge Fire Learning Network, the
Forest Service Southern Research Station, Forest Stewards, and Western Carolina University.
The local wood -products industry is represented by Appalachian Designs.
Decision Memo
Page 3 of 4

USDA
=ir
FINDINGS REQUIRED BY OTHER LAWS AND REGULATIONS
This decision is consistent with the Nantahala and Pisgah National Forest Land Management
Plan. According to direction for management area 18 (riparian resources), soil and water
management should "protect the integrity of the stream system including channel, banks and
stream bottom (LRMP III -187). This project also adheres to the Clean Water Act 33 U.S.C.
§1251 et seq. (1972) by "restoring watersheds and their aquatic ecosystems to provide for
healthy habitat for fish, plants and wildlife." (EPA, Office of Water Standards).
ADMINISTRATIVE REVIEW (APPEAL) OPPORTUNITIES
This decision is not subject to administrative review and appeal.
CONTACT
For additional information concerning this decision, contact: Brady Dodd, USFS Hydrologist
and Soil Scientist [phone].
iNicnoias Larson Late
Grandfather District Ranger
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 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 [phone] (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 [phone] (voice) or [phone] (TDD). USDA is
an equal opportunity provider and employer.
— Decision Menio —
Page 4 of 4

USDA Forest Service OMB 0596-0217
FS -1500-19
12. G&A REVIEW
PAGE OF
MODIFICATION OF GRANT OR AGREEMENT
PAGES
1 I 4
U.S. Forest Service Grants MMMent spwiwist
1. U.S. FOREST SERVICE GRANT/AGREEMENT
2. RECIPIENT/COOPERATOR GRANT or
3. MODIFICATION NUMBER:
NUMBER:
AGREEMENT NUMBER, IF ANY:
1
18 -PA -11081117-027
4. NAME/ADDRESS OF U.S. FOREST SERVICE UNIT ADMINISTERING
S. NAME/ADDRESS OF U.S. FOREST SERVICE UNIT ADMINISTERING
GRANT/AGREEMENT (unit name, street, city, state, and zip + 4):
PROJECT/ACTIVITY (unit name, street, city, state, and zip + 4):
USDA Forest Service
USDA Forest Service
National Forests in North Carolina, 160A Zillicoa
National Forests in North Carolina, 160A Ziliicoa
Street
Street
Asheville, NC 28801
Asheville NC 28801
6. NAME/ADDRESS OF RECIPIENT/COOPERATOR (street, city, state, and zip
7_ RECIPIENT/COOPERATOR'S HHS SUB ACCOUNT NUMBER (For HHS
+ 4, county):
payment use only):
Allison Family
984 Mike Circle
Spartanburg, SC 29303
S. PURPOSE OF
MODIFICATION
CHECK ALL
This modification is issued pursuant to the modification provision in the grant/agreement
THAT APPLY:
referenced in item no. 1, above.
®
CHANGE IN PERFORMANCE PERIOD: Start project June 3, 2019 and end December 31, 2019
CHANGE IN FUNDING:
ADMINISTRATIVE CHANGES:
OTHER (Specify type of modification):
Except as provided herein, all terms and conditions of the Grant/Agreement referenced in 1, above, remain unchanged and in
full force and effect.
9. ADDITIONAL SPACE FOR DESCRIPTION OF MODIFICATION (add additional pages as needed):
10. ATTACHED DOCUMENTATION (Check all that apply):
Revised Scope of work
El Revised Financial Plan
El Other:
11. SIGNATURES
AUTHORIZED REPRESENTATIVE: BY SIGNATURE BELOW, THE SIGNING PARTIES CERTIFY THAT THEY ARE THE OFFICIAL REPRESENTATIVES
OF THEIR RESPECTIVE PARTIES AND AUTHORIZED TO ACT IN THEIR RESPECTIVE AREAS FOR MATTERS RELATED TO THE ABOVE -
REFERENCED GRANTIAGREEMENT,
I I.A. SIGNATURE B. DATE
I I.C. U.S. FOREST SERVICE SIGNATURE
11.D. DATE
Y11GNED
r
SIGNED
6-I�1- l4
(Signature of SiOfficial
isixnaturcof
11.13. NAME or print): ROGER ALLISON
I I.F. NAME (type or print): ALLEN NICHOLAS
11.G. TITLE (type or print): LANDOWNER
l I.H. TITLE (type or print): FOREST SUPERVISOR
National Forests in North Carolina
12. G&A REVIEW
12.A. The authority and format of this modification have been reviewed and approved for signature by:
12.B. DATE
SIGNED
U.S. Forest Service Grants MMMent spwiwist