20190905 Ver 1_401 Application_20190708

AGENT AUTHORIZATION FORM
Property Legal Description
PIN: /13 f 00 2 � 2 1�1// d- /r3 / oo / � s- 6v
Address: rAx+rV QC,04
Property Owner :
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard of BREC. PA
(Agent) (Name of consulting firm)
of
(Agent)
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing , issuance and acceptance
of this permit or certification and all standard and special conditions attached. In addition I
hereby authorize BREC & it's staff and the to have full access to my USDA &
NC Ag Cost Share Applications, Files & Documents.
Property Owner Street Address (if different than property above):
_-,gee, m4__n�
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized Signature- Print and
S�^L�k << . S-�

Office Use Only:
Corps action ID no.
rnnin nrniopr nn
Page 1 of 11
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 ❑ 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
X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only for Corps Permit:
❑ Yes No
1f.
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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
El Yes
No
2.
Project Information
2a.
Name of project:
Sam Storey Stream Restoration
2b. County:
Avery
2c.
Nearest municipality / town:
Elk Park
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Samuel Storey
3b.
Deed Book and Page No.
485/423
3c.
Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
2889 Beech Mountain Road
3e. City, state, zip:
Elk Park NC 28622
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
X Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Derek Goddard
5b. Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c. Street address:
126 Executive Drive Suite 220
5d. City, state, zip:
Wilkesboro, NC 28697
5e. Telephone no.:
828-964-9349
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
183900272941
1 b. Site coordinates (in decimal degrees):
Latitude: 36.181779 Longitude: - 81.941773
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
12.71 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Skalley Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; TR
2c. River basin:
Watauga
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:
Agricultural with Sparse Residential Development & timber land
3b. List the total estimated acreage of all existing wetlands on the property:
.21 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,010
3d. Explain the purpose of the proposed project:
To repair and rehabilitate the stream using nature channel design to reduce erosion and improve water quality and wildlife
habitat.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will restore the stream, establish a riparian buffer, exclude livestock. The project will utilize a excavator.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes X No ElUnknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Unknown
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 X 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 X No
6b. If yes, explain.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands X 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
W2 ❑ P XT
Stream
ElYes
X Corps
0.054
Construction
X No
X DWQ
W2 ❑ P T
Stream
El Yes
X Corps
0.026
Construction
No
X DWQ
W3 ❑ P X T
Pond
Maintenance
El Yes
X Corps
X No
X DWQ
W4 El P X T
Stream
ElYes
X Corps
Construction
X No
X DWQ
W5 ❑ P X T
Stream
❑ Yes
X Corps
Construction
X No
X DWQ
W6 [I P X T
Stream
ElYes
X Corps
Construction
X No
X DWQ
2g. Total wetland impacts
0.08
2h. Comments: All temporary wetland impacts will be seeded with Ernst wetland seed mix #305 for the mountains of NC.
Impacts to this wetlands are necessary for construction equipment to operate around the stream restoration. These impacts
will be kept to a minimum and will be reseeded with the mix provided above. All temporary wetlands impact are associated
with equipment access and stream channel work. No fill or ditching will occur.
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 X P ❑ T
Restoration
Skalley Branch
X PER
❑ INT
X Corps
X DWQ
4
1010
S2 ❑ P X T
Pump Around
Skalley Branch
X PER
❑ INT
X Corps
X DWQ
4
10
S3 ❑ P X T
Pump Around
Skalley Branch
X PER
❑ INT
X Corps
X DWQ
4
10
S4 ❑ P ❑ T
[-]PER
❑Corps
❑ INT
❑DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S7 ❑ P ❑ T
❑ PER
❑ Corps
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Page 5 of 11
❑ INT
❑ DWQ
S8 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S9 ❑ P ❑T
❑ PER
❑ INT
❑ Corps
❑ DWQ
3h. Total stream and tributary impacts
1030
3i. Comments:
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.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
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.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 11

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? NA
❑ 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 T
impact
re wired?
61 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
ED Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This impact is the only practical alternative to re-establish a stream side buffer and repair the stream from livestock
damage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stringent erosion control standards for sensitive water sheds will be adhered too. This site will be stabilized prior to major
rainfalls.
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 X 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
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X 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 X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Project is in forested, rural setting. All
stormwater is diffuse flow over vegetated surfaces.
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
❑ 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 9 of 11
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:
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.
N/A
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
❑ 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?
http://www.ncnhp.org - http://www.saw.usace.army.miI/WETLAND/esa - http://www.fws.gov/nc-es/es/es.html
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?
hftp://ocean.floridamarine.org/efh—coral/ims/viewer.htm
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?
hftp://www.hpo.ncdcr.gov
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? http://www.ncfloodmaps.com
Derek Goddard
J� I /1 #1
7/3/2019
Applicant/Agent's Printed Name
A1YpYMnfMffen s Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

J{M U.S. D MTM T pR THE INTERIDR
U.S. GEDLMl-SURVEY
Ell( PMN QUADRANG
L: US Topo ® �RTM.s NRxau s sa a�
.w. n.
...:... n.....r.......e. ..m..,_.... r . :�.•�.m..`•
MK PARK, NC -TN � e

3
G
414480
36° 10'59'N
36° 10'42" N
414480 414560 414640 414720 414800 414880
3
Map Scale: 1:3,630 & printed on A landsape (11" x 8.5") stleet
Meters
N
N 0 50 100 200 300
Feet
k
0 150 300 600 9000
Map projection: Web Mercator Comer coordinates: WCSB4 Edge tics: UTM Zone 17N WGS94
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
414580 414640 414720
Soil Map—Avery County, North Carolina
414800 414880
414960 415040 415120
3
415200
16° 10 "1 N
41499D 415040 415120
}y�
S
36° 10'42"N
41SM
3
iR
m
7/3/2019
Page 1 of 3

Soil Map—Avery County, North Carolina
r
MAP LEGEND
MAP INFORMATION
Area of Interest (AOq
�,#1
Spoil Area
The soil surveys that comprise your AOI were mapped at
El
Area of Interest (AOI)
p
Ston Spot
y
1:12,000.
Soils
Very Stony Spot
Warning: Soil Ma not be valid at this scale.
9� P may
Y
Soil Map Unit Polygons
—f
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
.�
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special
Point Features
•�
scale.
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
X
Clay Spot
i rr
Rails
Source of Map: Natural Resources Conservation Service
Closed Depression
Web Soil Survey URL:
�r
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
A,
Lava Lava Flow
accurate calculations of distance or area are required.
Marsh or swamp
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
.�.
Mine or Quarry
Soil Survey Area: Avery County, North Carolina
*
Miscellaneous Water
Survey Area Data: Version 23, Sep 10, 2018
®
Perennial Water
Soil map units are labeled (as space allows) for map scales
W
Rock Outcrop
1:50,000 or larger.
+
Saline Spot
Date(s) aerial images were photographed: May 20, 2011—Nov
9, 2017
Sandy Spot
The orthophoto or other base map on which the soil lines were
4ii
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
USDA Natural Resources Web Soil Survey 7/3/2019
IiiiiiiiIIIIIII Conservation Service National Cooperative Soil Survey Page 2 of 3

K . 0
Soil Map—Avery County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ChD Chestnut-Ashe complex, 15 to
30 percent slopes, very
stony
ChE Chestnut-Ashe complex, 30 to
50 percent slopes, very
stony
ChF Chestnut-Ashe complex, 50 to
3.0
4.7%
12.9
20.4%
5.9
9.4%
stony
CtD Cullasaja cobbly loam, 15 to 1.0
1.6%
30 percent slopes, extremely
bouldery
CuA
Cullowhee loam, 0 to 3 percent
7.1
11.3%
slopes, frequently flooded
EpD Edneytown-Pigeonroost 5.3
8.4%
complex, 15 to 30 percent
slopes, stony
EtE Edneyville-Chestnut complex, 14.2
22.5%
granitic, 30 to 50 percent
slopes, stony
NkA Nikwasi loam, 0 to 3 percent
4.3
6.8%
slopes, frequently flooded
' ShD Saunook-Thunder complex, 15
9.4
14.8%
to 30 percent slopes, very
stony
W Water 0.1
0.2%
To s for Area of Interest 63.2
100.00/0
usDA Natural Resources Web Soil Survey 7/3/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

't U e'A—
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: ,�bflrl City/County: 4J C Sampling Date: `� l
Applicant/Owner: 4 bOt6A State: PC- Sampling Point:_
Investigator(s): T) � Section, Township, Range: P6,4-,\
Landform (hillslope, terrace, etc.): 1� .n� Ire Local relief (concave, convex, none): �-o' &,Y_ Slope (%):
Subregion (LRR or MLR/A): Lat: _-Y6, IV 1 -4 q,5 Long: 5 L I Ll 13 42- Datum:
Soil Map Unit Name: 1..r NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes 1,-' No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed?/Ili Are "Normal Circumstances" present? Yes L-� No
naturally problematic? A/
Are Vegetation , Soil , or Hydrology
(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 t'/ No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (B6)
_VSurface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (68)
_ 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 (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (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 (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (813)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes V No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
' /
Saturation Present? Yes No
Depth (inches):
Wetland Hydrology Present? Yes 1/ 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 - Version 2.0

49 ,
VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: 4
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: % Cover Species? Status Number of Dominant Species7
1 • That Are OBL, FACW, or FAC: � (A)
2.
3.
4.
5.
6.
7.
50% of total cover:
Sapling/Shrub Stratum (Plot size:
1. A%Cat t
6
7
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
= Total Cover Total % Cover of: Multiply by:
20% of total cover: OBL species PK x 1 = 6
FACW species &'_ x 2 = 17,0
FAC species x 3 = 0
FACU species x 4 = 0
UPL species F x5 = D
Column Totals: rQ (A) —X2 (B)
Prevalence Index = B/A = 2- 00
Hydrophytic Vegetation Indicators:
Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
v3 - Prevalence Index is 53.0'
0 0 = Total Cover — 4 - Morphological Adaptations' (Provide supporting
50% of total cover: 20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 36 .- 3fj ) Problematic Hydrophytic Vegetation' (Explain)
2. Ca Zo�— A w
5
7
8
9
R
,G = Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 36 4 34-2—_ )
1.
4
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb — All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
= Total Cover Present? Yes No
50% of total cover: 20% of total cover:
numbers here or on a separate sheet.)
US Army Corps of Engineers
Eastern Mountains and Piedmont — Version 2.0

i . I
SOIL Sampling Point:
ption: (Describe to the depth needed to document the indicator or
Depth Matrix Redox Features
(inches) Color
j2Color (moist) % Color (moist) % Type' Loc
/0 aS Yrs, L S L �Z
'Type: C=Concentration, D=
Hydric Soil Indicators:
_ Histosol (A1)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers
MS=Masked Sand
absence of indicators.)
Texture Remarks
zon'r" CW
_ Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
_ Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (1712) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147)
on: PL=Pore Lininq, M=Matrix.
Indicators for Problematic Hydric Sol
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yesy No
Eastern Mountains and Piedmont - Version 2.0

vPIC-A
((WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
J
Project/Site: -02:�( City/County: ?Aj Sampling Date: 6 3 l
Applicant/Owner: State: OV, Sampling Point:
Investigator(s): C6 I Section, Township, Range:
Landform (hillslope, terrace, etc.): 9.4 pu+n1 1 Local relief (concave, convex, none): C& -ca -Y Slope
Subregion (LRR or MLRA): Lat: moo• `ti �'� 1 Long: __S 1 -FiI J? ::�3 Datum:
Soil Map Unit Name: Ccs( C &",-N NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes L' No (If no, explain in Remarks.) /
Are Vegetation Soil or Hydrology significantly disturbed?/v Are 'Normal Circumstances' present? Yes, No
Are Vegetation Soil or Hydrology naturally problematic? /v (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:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (B6)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
—Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ 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 (67)
_ Shallow Aquitard (D3)
Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (613)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
Saturation Present? Yes
No X Depth (inches):
No Depth (inches):
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 — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Tree Stratum�`6
AJ size: c� )
1. /V
2.
3.
4.
7
50% of total cover:
Sapling/Shrub Stratum (Plot size: 3l7 )
1. I A-
2.
3.
4.
5.
7
Absolute Dominant Indicator
% Cover Species? Status
= Total Cover
20% of total cover:
= Total Cover
//50% of total cover: 20% of total cover:
Herb Stratum (Plot size: lb coo ) I-
1 .
1. re. c," rf2 �� rAcu —P
2. POA 4Mtl c. S,p , 3 FE v
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: )
1.
4.
50% of total cover:
Remarks: (Include photo numbers here or on a sef
Sampling Point: "Z
Dominance Test worksheet:
Total % Cover of: Multiply by:
Number of Dominant Species
6
That Are OBL, FACW, or FAC:
(A)
Total Number of Dominant
Z5 x 3 = O
Species Across All Strata:
(B)
Percent of Dominant Species
6 x 5 = b
That Are OBL, FACW, or FAC:
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species
O x 1 = 0
FACW species
O x 2 = 0—
FAC species
Z5 x 3 = O
FACU species
Co x 4 = 71-10
UPL species
6 x 5 = b
Column Totals:
0— (A) 2y0 (B)
Prevalence Index = B/A = L'
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 R (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
rotes = Total Cover of size, and woody plants less than 3.28 ft tall.
20% of total cover:
Woody vine -All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
= Total Cover Present?
20% of total cover:
Yes No 4
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point:
2
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
o -)z )0g- I
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: 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 (1`19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (176)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
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 Soils (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

STOREY STREAM RESTORATION
N�P\N�Op,O
S��CFYeRq� O��GNMO�
cy�N
F SITE
Y
a
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VICINITY MAP (NTS)
STREAM IMPACT TABLE (NATIONWIDE 27)
TOPOGRAPHIC SURVEY:
BREC, PA
BLUE RIDGE GEOMATICS, PA
TEMPORARY/PERM
126 EXECUTIVE DRIVE - SUITE
IMPACT NUMBER
TYPE OF IMPACT
LICENSE # C-3448
LENGTH
PROPERTY ADDRESS:
PLAN & PROFILE
ANENT
PARCEL ID: 183900272941 &
#1
RESTORATION -
PERMANENT
1,010'
EQUP 2014 744532180HV
SKALLEY BRANCH
C900
DETAILS
#2
PUMP AROUND
TEMPORARY
10'
#3
PUMP AROUND
TEMPORARY
10'
TOTAL
1,030'
WETLAND IMPACT TABLE (NATIONWIDE 27)
IMPACT
TYPE OF IMPACT
TEMPORARY/
ACREAGE
NUMBER
PERMANENT
STREAM CONSTRUCTION
#1
& EQUIPMENT ACCESS
TEMPORARY
0.054
STREAM CONSTRUCTION
#2
TEMPORARY
0.026
& EQUIPMENT ACCESS
TOTAL
0.08
SKALLEY BRANCH
., �� it � � /%Y l�� '- �' '� // � /� .� ✓
PROJECT ,
LOCATION
Skalle
Y cvn
g,
Knob r,
cannon �✓ ISGAH NATIONAL
C— _ FOREST ,
Brid, nh
Cz
USGS MAP (NTS)
1:24,000 (ELK PARK QUAD)
ENGINEER:
TOPOGRAPHIC SURVEY:
BREC, PA
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
126 EXECUTIVE DRIVE - SUITE
WILKESBORO, NC 28697
220 WILKESBORO, NC 28697
LICENSE # C-3448
LICENSE: C-3576
PROPERTY ADDRESS:
PLAN & PROFILE
BEECH MOUNTAIN ROAD
PARCEL ID: 183900272941 &
ELK PARK, NC 28622
183900285358
USDA - NRCS NUMBER
IMPACT TABLE
EQUP 2014 744532180HV
USGS MAP
JUSTIN C. CHURCH, PE, CFM
TSP 11-7806
CITY/TOWN: ELK PARK, NC
© COPYRIGHT 2019 BY BREC. P.A.. ALL RIGHTS RESERVED. THIS PLAN MAY NOT RF RF-USFD SOIF) I OANFn OR GIVFN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSFNT OF RRFC P.A. IS PROHIBITED AND IS A VIOI ATION
NORTH CAROLINA COUNTY MAP
(AVERY COUNTY)
SHEETINDEX
C000
COVER SHEET
C001
OVERALL PLAN
C100
PLAN & PROFILE
C101
PLAN & PROFILE
C102
PLAN & PROFILE
C103
PLAN & PROFILE
C104
PLAN & PROFILE
C105
WATERS OF THE US
C106
IMPACT TABLE
C107
USGS MAP
C900
DETAILS
C901
DETAILS
C902
DETAILS
C903
DETAILS
SITE COORDINATES: LATITUDE = 36.1817790 N LONGITUDE = -81.941773° W
°YRIGHT LAWS, PUNISHABLE BY FINES UP TO 5100.000 PFR OFFFNSF
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C000 0

STATION
STRUCTURE
ELEVATION
0+00.00'
HEAD OF POOL
3207.542'
0+20.00'
HEAD OF RIFFLE
3207.042'
0+40.00'
HEAD OF POOL
3205.902'
0+60.00'
HEAD OF RIFFLE
3205.402'
0+80.00'
HEAD OF POOL
3204.262'
1+00.00'
HEAD OF RIFFLE
3203.762'
1+20.00'
HEAD OF POOL
3202.622'
1+40.01'
HEAD OF RIFFLE
3202.122'
1+60.01'
HEAD OF POOL
3200.982'
1+80.01'
HEAD OF RIFFLE
3200.482'
2+00.01'
HEAD OF POOL
3199.342-
2+20.01'
HEAD OF RIFFLE
3198.842'
2+40.01'
HEAD OF POOL
3197.702'
2+60.01'
HEAD OF RIFFLE
3197.202'
2+80.01'
HEAD OF POOL
3196.062'
3+00.12'
HEAD OF RIFFLE
3195.562'
3+20.15'
HEAD OF POOL
3194.420'
3+40.15'
HEAD OF RIFFLE
3193.920'
3+60.15'
HEAD OF POOL
3192.780'
3+80.15'
HEAD OF RIFFLE
3192.280'
4+00.15'
HEAD OF POOL
3191.140'
4+20.15'
HEAD OF RIFFLE
3190.640'
4+40.15'
HEAD OF POOL
3189.500'
4+40.20'
HEAD OF RIFFLE
3189.000'
4+50.18'
HEAD OF POOL
3186.000'
4+60.16'
HEAD OF RIFFLE
3189.000'
4+80.16'
HEAD OF POOL
3187.860'
5+00.16'
HEAD OF RIFFLE
3187.360'
5+20.16'
HEAD OF POOL
3186.220'
5+40.16'
HEAD OF RIFFLE
3185.720'
5+60.16'
HEAD OF POOL
3184.580'
5+80.16'
HEAD OF RIFFLE
3184.080'
6+00.16'
HEAD OF POOL
3182.940'
6+20.16'
HEAD OF RIFFLE
3182.440'
6+40.16'
HEAD OF POOL
3181.300'
6+60.16'
HEAD OF RIFFLE
3180.800'
6+80.16'
HEAD OF POOL
3179.660'
7+00.17'
HEAD OF RIFFLE
3179.160'
7+20.17'
HEAD OF POOL
3178.020'
7+40.17'
HEAD OF RIFFLE
3177.520'
7+60.18'
HEAD OF POOL
3176.379'
7+80.18'
HEAD OF RIFFLE
3175.879'
8+00.18'
HEAD OF POOL
3174.739'
8+20.26'
HEAD OF RIFFLE
3174.239'
8+40.34'
HEAD OF POOL
3173.094'
8+60.34'
HEAD OF RIFFLE
3172.594'
8+69.66'
END
3172.080'
TYP. POOL PROFILE
m
r
m
D
O
z
TYP. RIFFLE PROFILE
STATION
i
NOTES
1. ALL STREAMS WILL BE EXCLUDED FROM
LIVESTOCK WITH FENCING.
2. BUFFER WIDTHS ARE MIN. 10' UP TO 25'.
S7
LEGEND
ROCK J -HOOK ROCK CROSS VANE
SEE DET. VC900 SEE DET. 2/C900
OWNER: SAMUEL W STOREY
---z PARCEL: 183900272941
ACREAGE: 12.71 ACRES
DEED BOOK / PAGE: 485 / 423
® COPYRIGHT 2019 BY BRFC. PA. ALL RIGHTS RESERVED. THIS PIAN MAY NOT RF RF-USFD SOID IOANFD ORGIVFNTOOTHERS. REPRODUCTIONORPHOTOCOPYINGOFTHI.SPIANWITHOl1TTHFWRITTFNCONRFNTOFRRF[: PA IS PROHIRITFD AM7 IS A VIn] ATInN nF PPnPRAl COPYRIGHT LAWS. PUNISHABLE BY FINES UPTO WOW PFR
OWKR: SAMUEL W STOREY
PARCEL: 183900285358
ACREAGE: 1.25 ACRES
DEED BOOK/ PAGE: 506/258.-
70
06/258.
70 35 0 70 140
NEW
IMEXECUTIVEDR-SUITE720
WM ESSORO. W 207
33SBId.4 lftl .
ti
0
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SCALE:
t'=70' (H( w
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H
0100 o
- sx
S7
LEGEND
ROCK J -HOOK ROCK CROSS VANE
SEE DET. VC900 SEE DET. 2/C900
OWNER: SAMUEL W STOREY
---z PARCEL: 183900272941
ACREAGE: 12.71 ACRES
DEED BOOK / PAGE: 485 / 423
® COPYRIGHT 2019 BY BRFC. PA. ALL RIGHTS RESERVED. THIS PIAN MAY NOT RF RF-USFD SOID IOANFD ORGIVFNTOOTHERS. REPRODUCTIONORPHOTOCOPYINGOFTHI.SPIANWITHOl1TTHFWRITTFNCONRFNTOFRRF[: PA IS PROHIRITFD AM7 IS A VIn] ATInN nF PPnPRAl COPYRIGHT LAWS. PUNISHABLE BY FINES UPTO WOW PFR
OWKR: SAMUEL W STOREY
PARCEL: 183900285358
ACREAGE: 1.25 ACRES
DEED BOOK/ PAGE: 506/258.-
70
06/258.
70 35 0 70 140
NEW
IMEXECUTIVEDR-SUITE720
WM ESSORO. W 207
33SBId.4 lftl .
ti
0
a
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ovmer �
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SCALE:
t'=70' (H( w
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0100 o

V OUPYHIGH I MU BY BHE(:, P.A., ALL HIGH S RESERVED. [HIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHI LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
126 EXECUTE DN -SUITE 220
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3'i66M./ to 1N .
07/032019
1._p,
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CREEK CENTERLINE PROFILE
STATION
-0+10 0+00
1+00
2+00
2+59
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#17 ACREAGE: 1.25 ACRES
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STREAM IMPACT TABLE (NATIONWIDE 27) NOTES:
TEMPORARY/PERM 1. ALL TEMPORARY WETLAND IMPACTS WILL
IMPACT NUMBER TYPE OF IMPACT ANENT LENGTH BE RESTORED WITH ERNST SEED MIX #305.
2. NO DITCHING WILL OCCUR.
RESTORATION
#1 SKALLEY BRANCH PERMANENT 1,010'
#2 PUMP AROUND TEMPORARY 10'k ,
#3
PUMP AROUND
TEMPORARY
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TOTAL
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WETLAND IMPACT TABLE (NATIONWIDE 27)
IMPACT
TYPE OF IMPACT
TEMPORARY/
ACREAGE
NUMBER
PERMANENT
0
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#1
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B BANKFULL ELEVATION
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BANKFULL WIDTH
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FOOTER STONE
CROSS SECTION
®COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECT
MATERIAL AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.
5. VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT AND
BANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THE
CHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENT
TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL
ELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN
5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'S
ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOW
DIRECTION AT THE DIRECTION OF THE DESIGNER.
6. THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.
7. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE
ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK� HEADER STONE
2-5% VANE SLOPE r STREAMBED
FOOTER BOULDERS
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BANKFULL WIDTH
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EE NOTE 7
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1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN 6INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK
BANKFULL ELEVATION
25% VANEsto'
i OF PROPOSED
OF PROPOSED
BANKFULL WID JOF PROPOSED
BANKFULL WIDTH
BANKFULL WIDTH
SLOPE OF VANE FROM CENTERLINE
NO GAPS
BANKFULL
BETWEEN
ELEVATION
BOULDE
STREAMBED
ELEV.
/ FOOTER BOULDERS
%�
• WILL BE PLACED INTO
TOP OF CENTER STONES SET
THE EXISTING SUBSTRATE
AT ELEVATION SHOWN ON
CROSS-SECTION A MINIMUM OF THE ROCK
LONGITUDINAL PROFILE
DIAMETER
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN 6INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK
BANKFULL ELEVATION
25% VANEsto'
PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO
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FILTER FABRIC
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C901
PLANTING NOTES:
L IVESTAKE/BARE ROOT PLANTING
PLANTING BAG
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE WITH
A TRIANGULAR CROSS SECTION, AND
SHALL BE 121N. LONG, 41N. WIDE AND 11N.
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (101N.) BELOW THE ROOT
COLLAR.
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2' TO 1- DIAMETER) R
ANGLE CUT
30 -45 -
LIVE STAKE
2
C901
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
®COPYRIGHT 2019 BY BREC, P.A.,
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
L EXISTING/PROPOSE
=V GROUND
EXISTINGIPROPOSED STREAMBED
GENERAL NOTES:
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER
SQ.YD.
2. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR
POCKET.
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS
MADE AVAILABLE BY THE OWNER. ONCE
SOURCE OF TRANSPLANT MATERIAL HAS BEEN
HARVESTED, THEN UTILIZE LIVE STAKING.
BANK STABILIZATION WITH LIVE STAKES
PROPOSED BANKFULL
PROPOSED
CHANNELTOE
PROPOSED
CHANNELTOE
PROPOSED BANKFULL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLAN NG)
2
116 1
1. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
BAR AS SHOWN AND BAR AND PLACE BAR 21N. TOWARD
PULL HANDLE SEEDLING AT PLANTER FROM
TOWARD"PLANTER. CORRECT DEPTH. SEEDLING.
D
4. PULL HANDLE OF 6. LEAVE
5. PUSH HANDLE
BAR TOWARD COMPACTION HOLE
PLANTER, FIRMING FORWARD FIRMING OPEN. WATER
SOIL AT BOTTOM. SOIL AT TOP. THOROUGHLY.
GENERAL NOTES:
1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON
CENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,
APPROXIMATELY 436.681 PLANTS PER ACRE.
2. OTHER PLANTING METHOD CAN BE USED WITH THE
PERMISSION OF THE PLANTING SUPERVISOR.
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFUL
NOTES:
1. USE WOOD STAKES 2'x2'x18' (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER.
3. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN
700 GRAM COIR FIBER MATTING
k -BACKFILL
BANKFULL
2' LONG 1' x Z WOOD STAKES
w/ 2' GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A -A
L
700 GRAM COIR MATTING
CROSS SECTION
OF BREL. P.A. IS PROHIBITED AND IS AMOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO
ROCK CONSTRUCTED RIFFLE - SECTION B -B'
700 GRAM COIR FIBER MATTING
OVERLAP--� 5' TYPu
MATTING STAKING VIEW
2' LONG 1" x 2" WOOD STAKES w/ 2'
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
Cl�>•
MATTING STAKING VIEW
2' LONG 1" x 2" WOOD STAKES w/ 2'
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING

RIPARIAN PLANTING PLAN
RIPARIAN SEEDING SCHEDULE
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.
• FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED, PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
SEEDING MIXTURE
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SPECIES
%COMPOSTIION
SHRUBS
COMMON NAME SCIENTIFIC NAME
•BUTTONBUSH CEPHALANTHUS OCCIDENTALIS
PANICUM VIRGATUM SWITCHGRASS
10
AMERICAN WITCH HAZEL HAMAMEUSVIRGINIANA
PANICUM CLANDESTINUM(DEER TONGUE)
10 _
*TAG ALDER ALNUS SERRULATA
JUNCUS EFFUSUS(SOFT RUSH)
10
'CAROLINAWILLOW SAUX CAROUNIANA
CAREX W LPINOIDEA (FOX SEDGE)
10
•ELDERBERRY SAMBUCUS CANADENSIS
SORGHASTRUM NUTANS (INDIAN GRASS)
10
RED CHOKEBERRY ARONIA ARBUTIFOUA•
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
*SILKY DOGWOOD CORNUS AMOMUIN
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
SILKY WILLOW SAUX SERICEA
VERNONIA GIGANTEA (GIANT IRONIWEED)
5
WINTERBERRY ILEX VERTICILLATA
•NINE BARK PHYSOCARPUS
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
TREES
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
*••BLACK WILLOW SAUX NIGRA
RHUS TYPHINA (STAGHORN SUMAC)
5
'•BLACKGUM NYSSA SYLVATICA
VERBENA HASTATA (BLUE VERVAIN)
5
-GREEN ASH FRAXINUS PENNSYLVANICA
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
"RED MAPLE ACER RUBRUM
-RIVER BIRCH BETULA NIGRA
••SWEETGUM UQUIDAMBAR STYRACIFLUA
APPLICATION:
••SYCAMORE PLANTANUS OCCIDENTALIS
APPLY AT A RATE OF 15LBS/ACRE.
-EASTERN HEMLOCK TSUGA CANADENSIS
*SPECIES TO USE FOR LIVESTAKES
-TREES
TREES & SHRUBS
PER PLANS WATER SURFACE
/-
FLOODPLAIN BENCH FLOODPLAIN
LIVESTAKES 8
PLUGS PER PLANS
2019 BY BREL, P.A., ALL RIGHTS RESERVED, THIS PLAN MAY NOT BE RE -USED, SOU), LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, F.A. IS
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000
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C902

1
C903
zl- SANDBAGS
SECTION B -B'
FI
D
D
PUMP AROUND
30 MIL POLY
RIPRAP FLOW
30 MIL POLY
SECTION A -A'
B'
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
1
0 COPYRIGHT 2019 BY BREL. P.A. ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS
PLAN
OF BREL. P.A IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,01)) PER OFFENSE
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