20220371 Ver 1_ePCN Application_20220308

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 6, 2021 Ver 4.2
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
BIMS # Assigned* Version#*
20220371 1
Is a payment required for this project?*
O No payment required
O Fee received
;' Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
What amout is owed?*
0 $240.00
@ $570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
1a. Name of project:
Robert Davis Stream Restoration
la. Who is the Primary Contact?*
Derek Goddard
1b. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
3/8/2022
Nearest Body of Water
Little Pine Creek
Basin
New
Water Classification
C; Tr
Site Coordinates
Latitude:
36.511458
A. Processing Information
Longitude:
-80.977626
County (or Counties) where the project is located:
Alleghany
Is this a NCDMS Project
0 Yes ® No
Is this project a public transportation project?*
0Yes ONo
la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)

Has this PCN previously been submitted?*
0 Yes
O No
lb. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
CI Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
OO Yes No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
td. Type(s) of approval sought from the DWR:
RI 401 Water Quality Certification - Regular
CI Non-404 Jurisdictional General Permit
C Individual 401 Water Quality Certification
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
0 Yes O No
O 401 Water Quality Certification - Express
D Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes ® No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes 0 No
1h. Is the project located in any of NC's twenty coastal counties?
O Yes ® No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
OYes 0No
0 Yes 0 No
1d. Who is applying for the permit?
O Owner '0 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Robert & Brenda Davis
2b. Deed book and page no.:
393/503
2c. Contact Person:
2d. Address
Street Address
3899 Ridgeglen Road
Address Line 2
City
Sparta
Postal / Zip Code
28675
2e. Telephone Number:
[phone]
State I Province / Region
NC
Country
USA
2f. Fax Number:
2g. Email Address:*
[e-mail]

3. Applicant Information (if different from owner)
3a. Name:
Derek Goddard
3b. Business Name:
BREC PA
3c. Address
Street Address
1520 Meadowview Drive
Address Line 2
City
Wilkesboro
Postal / Zip Code
28697
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Derek Goddard
4b. Business Name:
BREC PA
4c. Address
Street Address
1520 Meadowview Drive
Address Line 2
City
Wilkesboro
Postal / Zip Code
28697
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number.
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Glade Creek
2. Project Identification
2a. Property Identification Number:
4011912668
2c. Project Address
Street Address
Wagoner Ridge Road
Address Line 2
City
Sparta
Postal / Zip Code
28675
3. Surface Waters
2b. Property size:
37.34
State / Province / Region
NC
Country
USA
3a. Name of the nearest body of water to proposed project: *
Little Pine Creek

3b. Water Resources Classification of nearest receiving water: *
C; Tr
3c. What river basin(s) is your project located in?*
New
3d. Please provide the 12-digit HUC in which the project is located.
050500010405
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
This site is a rural cattle farm with sparse residential homes
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No O Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
.04
4g. List the total estimated linear feet of all existing streams on the property:
641
4h. Explain the purpose of the proposed project:*
To improve water quality and wildlife habitat of the watershed.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project seeks to impact 541 Little Pine Creek as part of a USDA -NRCS Stream Restoration Project. The project will use excavators and other similar equipment to install instream
structures, bankfull benches, install a stream ford, reslope banks, and establish riparian buffers, cattle will be excluded from the riparian area.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
•r Yes
Comments:
No 0 Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary ; Approved O Not Verified C Unknown O N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Derek Goddard
BREC
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands O Streams -tributaries
Ei Open Waters O Pond Construction
3. Stream Impacts
O Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Pump Around
Temporary
Dewatering
Little Pine Creek
Perennial
Both
10
Average (feet)
10
(linear feet)

S2
Restoration
Permanent
Bank Stabilization
Little Pine Creek
Perennial
Both
10
Average (feet)
501
(linear feet)
S3
Pump Around
Temporary
Dewatering
Little Pine Creek
Perennial
Both
10
Average (feet)
10
(linear feet)
S4
Ford Crossing
Permanent
Other
Little Pine Creek
Perennial
Both
10
Average (feet)
20
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
521
3i. Total stream and ditch impacts:
541
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
20
�^1
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Bank stabilization and restoration are only practical alternative. A pump around will be utilized. Work will be stabilized prior to rainfall events. Measures
and BMPs for sensitive watersheds will be adhered to.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Project will stabilize the site prior to large rainfall events and work from the bank whenever practical and possible. Late model equipment free from leaks
will be utilized. Fueling of equipment will occur 100' from the streams.
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 this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
0 Yes No
If no, explain why:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
(i Yes O No
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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
U Yes ® No
Comments: *
Not required for USDA Projects

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
The project will improve water quality
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes • No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes O No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
Yes O No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes 0 No
O No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
0 Yes • No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
0 Yes • No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
usfws.gov
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
usfws.gov
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 status?*
Yes • No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
ncshpo.gov
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes • No
8c. What source(s) did you use to make the floodplain determination?*
fema.gov
Miscellaneous

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or dreg and drop files here to attach document
DAVIS_PCN_DOCUMENTS.pdf 4.46MB
File must be PDF or KMZ
Comments
Signature
,71 By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN 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
I intend to electronically sign and submit the PCN form.
Full Name:
Derek Goddard
Signature
Date
3/8/2022

DAVIS STREAM RESTORATION
VICINITY MAP (NTS)
STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT
NUMBER
TYPE OF IMPACT
TEMPORARY/
PERMANENT
LENGTH
(LF)
#1
PUMP AROUND
TEMPORARY
10
#2
STREAM RESTORATION
PERMANENT
501
#3
PUMP AROUND
TEMPORARY
10
#4
STREAM CROSSING
PERMANENT
20
TOTAL
541
JUSTIN C. CHURCH, PE
TSP 11-7806
CITY/TOWN: ENNICE, NC
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ENGINEER:
BREC, PA
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LICENSE # C-3448
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
LICENSE: C-3576
PROPERTY ADDRESS:
WAGONER RIDGE ROAD
ENNICE, NC
PARCEL ID: 4011-91-2668
USDA- NRCS NUMBER
EQUP 2018 744532201 SK
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C105
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C107
C900
C901
C902
C903
C904
COVER SHEET
OVERALL PLAN
PLAN & PROFILE
PLAN & PROFILE
PLAN & PROFILE
TABLES & SECTIONS
WATERS OF THE US
IMPACT PLAN
USGS MAP
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
SITE COORDINATES: LATITUDE = 36.511529° N LONGITUDE =-80.977520° W
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LEGEND
— — PROPERTY LINE
—100 — — — EXISTING CONTOURS
100 I PROPOSED CONTOURS
— X EXISTING FENCE
- EXISTING THALWEG
NOTES
1. ALL STREAMS WILL BE EXCLUDED FROM
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2. BUFFER WIDTHS ARE MIN. 10' UP TO 25'.
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1+78.22
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10
20
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C104

STREAM TABLE
WETLAND - 1 POINT TABLE
WETLAND - 2 POINT TABLE
NAME
EXISTING LENGTH (FT)
NUMBER
LATITUE
LONGITUDE
NUMBER
LATITUE
LONGITUDE
LITTLE PINE CREEK
641.00
#1
36.511892
-80.977839
#1
36.511922
-80.977088
WETLAND TABLE
#2
36.511927
-80.977709
#2
36.511996
-80.977072
NAME
AREA
#3
36.511825
-80.977637
#3
36.512111
-80.976988
WETLAND - 1
1767 SF (0.04 ACRES)
#4
36.511779
-80.977771
#4
36.512155
-80.976860
�l P�GNN ROp,�
•
#5
36.512003
-80.976837
WETLAND - 1
#3
WETLAND;-2
#2
n. #1 2612
f•
_ I
/ / #3 `,,_1
�I /i ,26�0// 1�
r � /
\ — -- .. — / ! #4 / / 2610
r `dam
; / a -r
!/ / / J
I
I / / j / CLASS C; Tr I
I
I
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x
-��--v.-
I tio`1
/ /
1 1
lam. ,�
2608 /
(V /
/ / •
/ /
/ / 7 / ( > \ i.-'ti
r c� ter'
/ / /
/✓ L — — (� t'\
��/ (--. r
\ 1
/
r
NMI
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PROJECT NUMBER
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DRAWN BY
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APPROVED BY
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C105
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT
NUMBER
TYPE OF IMPACT
TEMPORARY/
PERMANENT
LENGTH
(LF)
#1
PUMP AROUND
TEMPORARY
10
#2
STREAM RESTORATION
PERMANENT
501
#3
PUMP AROUND
TEMPORARY
10
#4
STREAM CROSSING
PERMANENT
20
TOTAL
541
x
IMPACT #3
PUMP AROUND
1
�t=_I—1
r
x
J
N_
/
/
- 2608 -
7-
/ i\J
/ --J
/ o
/
/ N
I/
/
/
/
----- 2610\ \
IMPACT #1
PUMP AROUND
/
/
/
40,-*
/ 2610, l
--'
/ \
LITTLE PINE CREEk
/ _//
l /i ,I l
0 0 \
'\ IMPACT #2 ��
STREAM RESTORATION , r
f 1
/ (/ - ) I ( `, -
/ j / - IMPACT#2 -�
y/ % / STREAM RESTORATION )
\ ^ /
l 1 1_/--
IMPACT#4 S
STREAM CROSSING ��
l 1}
I l(� l- �i <� t
)
L\ f(
(�.-.
40
20
0
40
(J
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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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1
C900
FILTER FABRIC
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
BURIED IN
BANK
FOOTER LOG
LOG CROSS VANE - SINGLE DROP
IFLOW I FLOW I
:ANKFULIL BANKFULL BANKFUL
AI
LOG
DIA
CROSS LOG
BURIED IN
BANK
°-30°
HEADER LOG
BANKFULL
PLAN VIEW
BANKFULL ELEVATION
HEADER LOG HEADER LOG
1/2 BANKFULL IALVATION
•/ •i/
SECTION A -A
STREAMBED
1
FILTER FABRIC
BURIED IN
BANK
HEADER
CROSS LOG BANKFU
NOTCH SHALL BE CUT
2" WIDER THAN THE
DIAMETER OF THE LOG
TO FIT IN NOTCH
SIDE VIEdffliNTCH
15-30°
PLAN VIEW OF NOTCH
e' irt/ r,
SECTION B-B
STREAMBED
GENERAL NOTES:
1. CROSS LOGS SHOULD BE A MINIMUM OF 24" IN
DIAMETER. VANE ARM LENGTH SHOULD BE A
MINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULD
BE RELATIVELY STRAIGHT AND OF A
HARDWOOD SPECIES.
2. CROSS LOGS SHOULD BE BURIED INTO THE BANK
ATA MINIMUM OF 10'.
3. VANE ARM LOGS SHOULD BE BURIED INTO THE
BANK AT A MINIMUM OF 5'.
4. NAIL FILTER FABRIC ON TOP OF FOOTER LOG
USING 3" 10d GALVANIZED COMMON NAIL ON 2'
SPACING ALONG THE LOG.
5. SET ELEVATION OF THE TOP OF LOG'S CROSS
PIECE TO THE INVERT ELEVATION OF THE
STREAMBED.
6. NOTCH IS FORMED BY MAKING CUTS WITH A
CHAINSAW 1-2" APART AND THEN KNOCKING OUT
SECTIONS WITH A CHISEL AND HAMMER.
7. ANGLE OF NOTCH SHOULD MATCH ANGLE
BETWEEN LOG ARMS OF CROSSVANE AND
STREAMBANK.
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.
2
C900
FILTER FABRIC
20-30 DEG
BACKFILL WITH
SELECT MATERIAL
+OF PROPOSED
BANKFULL WIDTH
SINGLE STEP ROCK CROSS VANE
OF PROPOSED
BANKFULL WIDTH
BANKFULL
SEE NOTE 7
+OF PROPOSED
BANKFULL WIDT 3OF PROPOSED
BANKFULL WIDTH
I I I
BANKFULL
ELEVATION
STREAMBED
ELEV.
TOP OF CENTER+STONES SET
AT ELEVATION SHOWN ON
LONGITUDINAL PROFILE
FILTER FABRIC
i/
CROSS-SECTION
SLOPE OF VANE FROM CENTERLINE
TOP BANKFULL SHALL BE 2-5
FLOW
HEADER "i w
STONE // �/• POC
.,
FOOTER • i ; •%�;
STONE FILTER FABRIC
SECTION A -A
NO GAPS
BETWEEN
BOULDE
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBSTRATE
A MINIMUM OF THE ROCK
DIAMETER
MAX OF 0.5'
STREAMBED
ELEV.
•STEP ROCK
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 MAYBE 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 6 INCHES.
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
'i
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM
OF THE BOULDER DIAMETER
BANKFULL ELEVATION
STREAMBED
ELEVATION
SECTION B-B
ENGINEERING 'PLANNING EWIRONIEN,L
1620 MEADowvIEW DRIVE
WILKESBORO,. 28697
336 844 4088 OM Arco To
03/08/2022
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SHEET SIZE
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PROJECT NUMBER
LUb2019
DRAWN BY
J EDWARDS
APPROVED BY
J CHURCH
SCALE
NTS
(H)
(V)
SHEET
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C900

2
C901
BANKFULL
FEATHER
OUT BANK
20-30 DEG
BACKFILL WITH
SELECT MATERIAL
FOOTER LOG
ROOT WAD
ANCHOR BOULDER
TIED INTO
STREAM BANK
BANKFULL
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
HEADER LOG
FOOTER LOG
1
C901
WATER FLOW
.agNK U
GAP
3 x D84
PLAN VIEW
BANFULL
WIDTH
SECTION A -A
BANKFULL
FEATHER -OUT
BANK
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK SILL
ROCK SILL
HEADER
BOULDER
ROCK SILL
STREAM BED
ELEVATION
20
ROCK J-HOOK VANE - SINGLE DROP
PLAN VIEW
NO.57 STONE '/
FILTER FABRIC
BANKFULL WIDTH
J-HOOK STONES
BANKFULL ELEVATION
BANKFULL ELEVATION
HEADER STONE
Sz BANKFULL
ELEVATIO
/ /'IJ
FOOTER STONE
SECTION A -A'
//%
STREAMBED
ELEVATION
FOOTER STONE
CROSS SECTION
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.
9. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEW
SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
STREAMBANKK HEADER STONE
2-52-5-OPE
/////
FOOTER BALDER 3E�Pc,Z!�/
INTO THE EXISTING SUBTRATE / /�%
A MINIMUM OF THE BOULDER DIAMETER
SECTION B-B'
LOG J-HOOK ROOTWAD COMBO - SINGLE DROP
GROUND SURFACE
FOOTER LOGS
WILL BE PLACED INTO
THE EXISTING SUBTRATE
AND SHALL BE A MINIMUM
OF THE 18" DIAMETER
BANKFULL ELEVATION
1/2 BANKFULL ELEVATION
STREAMBED
ELEVATION
SECTION B-B
FOOTER BOULDER
STREAMBED
GENERAL NOTES:
1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE
1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCH
CENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL
AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
2. A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A
MINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BED
SURFACE ELEVATION.
3. A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB
SHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THE
ENGINEER.
4. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.
5. FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIOR
TO BACKFILLING THE TRENCH.
6. 1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADER
ROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.
7. THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE
D84 OF THE CHANNEL BED..
8. HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THE
VANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTER
LOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT IT
ELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.
9. ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES, SHALL BE
SEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.
10. ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THE
HORIZONTAL LOCATION OF BANKFULL
11. 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.
ENGINEERING 'PLANNING EWIRONIEN,L
1620 MEADOWVIEW DRIVE
WILKESBORO,. 28697
336 844 4088 OM Arco To
03/08/2022
0
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SHEET SIZE
11"X14"
PROJECT NUMBER
W9LUb2019
DRAWN BY
J EDWARDS
APPROVED BY
J CHURCH
SCALE
NTS
(V)
SHEET
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C901

1
C902
PLANTING NOTES:
LIVESTAKE/BAREROOT 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 1IN.
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (10IN.) BELOW THE ROOT
COLLAR.
SQUARE CUT �\
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2" TO 1" DIAMETER)
ANGLE CUT
30"-45"
LIVE STAKE
2
C902
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
WAl
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLANTNG)
1. INSERT PLANTING
BAR AS SHOWN AND
PULL HANDLE
TOWARDIPLANTER.
EXISTING/PROPOSED
GROUND
EXISTING/PROPOSED 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
CHANNEL TOE
PROPOSED
CHANNEL TOE
PROPOSED BANKFULL
2. REMOVE PLANTING
BAR AND PLACE
SEEDLING AT
CORRECT DEPTH.
4. PULL HANDLE OF 5. PUSH HANDLE
BAR TOWARD FORWARD FIRMING
PLANTER, FIRMING SOIL AT TOP.
SOIL AT BOTTOM.
3. INSERT PLANTING
BAR 21N. TOWARD
PLANTER FROM
SEEDLING.
mil
6. LEAVE
COMPACTION HOLE
OPEN. WATER
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.
Stream Crossing Cross -Section
Grading (Berm or Diversion ditch) Looking Downstream
At each end of crossing to prevent
surface runoff from entering the crossing
Bottom width: ft.
Left ramp: ft. long, slope (% or H:V)
Fence Post
Fencing Break Away
Anchor post
Right ramp: ft. long, slope (% or H:V)
must meet
Wire Fence Construction Specification
Min. dia. 5"
Crossing surface width (parallel to flow): ft.
- Line post
Min. dia. 3 1/2"
Surface Material & Thickness:
-
Existing stream channel
/
See Toe
ax. (Srl)
Bottom width should —/
match stream bottom width
Slope 2
Trench Detai
Fabric Filter Cloth
Must meet MRCS Material Spec. 592
. I Staples
��O.C.
5 foot
See0.Cetail
Overexcavate to install min. 8" thick
gravel layer over fabric filter cloth.
Gravel should be crusher run (road
bond) or railroad ballast stone or a
combination of both.
Stream
3:1 Cut slope
Crossing Plan View
-- Stream bottom
Top of bank
3:1 Cut slope
Stabilize all cut slopes
immediately after construction
Berm or Diverstion Ditch
See Toe
Trench Detail
3erm or Diverstion Ditch
Left ramp
HSee Fabric
JLapping Detail
Bottom of crossing
Right ramp
See Fabric H
Trenching Detail
3:1 Cut slope /
tl
3:1 Cut slope
Caution
578 - Stream Crossing (Ford Type)
Producer or Farm Name Sheet of
USDA-NRCS North Carolina
Before beginning excavation check
for underground and overhead
utilities
Call811
Meld Office J
TYPICAL MATTING LOCATION DETAIL
111E1111
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
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.
700 GRAM COIR FIBER MATTING
BACKFILL
12' LONG 1" x 2' WOOD STAKES
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A -A
700 GRAM COIR MATTING
CROSS SECTION
BANKFULL
ROCK CONSTRUCTED RIFFLE - SECTION B-B'
OVERLA
5' TYP.
MATTING STAKING VIEW
700 GRAM COIR FIBER MATTING
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
ENGINEERING 'PLANNING 'ENVIRONMENTAL
1620 MEADOWVIEW DRIVE
WILKESBORO, NS 28607
336 844 4088 OM Arco biz
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SHEET SITE
11"X1/•
PROJECT NUMBER
awuU5201s
DRAWN BY
J EDWARDS
APPROVED BY
J CHURCH
SCALE
NTS
SHEET
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C902

RIPARIAN PLANTING PLAN
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.
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.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME
*BUTTONBUSH
AMERICAN WITCH HAZEL
*TAG ALDER
*CAROLINA WILLOW
*ELDERBERRY
RED CHOKEBERRY
*SILKY DOGWOOD
*SILKY WILLOW
WINTERBERRY
*NINE BARK
TREES
*/**BLACK WILLOW
**BLACKGUM
**RED MAPI.E
**RIVER BIRCH
**SYCAMORE
**EASTERN HEMLOCK
SCIENTIFIC NAME
CEPHALANTHUS OCCIDENTALIS
HAMAMELIS VIRGINIANA
ALNUS SERRULATA
SALIX CAROLINIANA
SAMBUCUS CANADENSIS
ARONIAARBUTIFOLIA*
CORNUS AMOMUIN
SALIX SERICEA
ILEX VERTICILLATA
PHYSOCARPUS
SALIX NIGRA
NYSSA SYLVATICA
ACER RUBRUM
BETULA NIGRA
PLANTANUS OCCIDENTALIS
TSUGA CANADENSIS
*SPECIES TO USE FOR LIVESTAKES
**TREES
TREES & SHRUBS
PER PLANS
FLOODPLAIN BENCH
WATER SURFACE
2
LIVESTAKES &
PLUGS PER PLANS
— FLOODPLAIN
RIPARIAN SEEDING SCHEDULE
* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES % COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS
PANICUM CLANDESTINUM (DEER TONGUE)
JUNCUS EFFUSUS (SOFT RUSH)
CAREX VULPINOIDEA (FOX SEDGE)
SORGHASTRUM NUTANS (INDIAN GRASS)
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
VERNONIA GIGANTEA (GIANT IRONWEED)
RUBECKIA HIRTA (BLACK EYED SUSAN)
EUPATORIUM FISTULOSUM (JOE PYE WEED)
RHUS TYPHINA (STAGHORN SUMAC)
VERBENA HASTATA (BLUE VERVAIN)
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
APPLICATION:
APPLY AT A RATE OF 15LBS/ACRE.
10
10
10
10
10
10
10
5
5
5
5
5
5
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.
E&SC TEMPORARY SEEDING SCHEDULE
MOUNTAINS
SEEDING DATES
SPECIES
RATE (INacre)
ABOVE 2500 FEET: FEB. 15- MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOREAN)
50
MAY 15-AUG. 15
GERMAN MILLET
40
AUG. 15- DEC. 15
RYE (GRAIN)
120
PIEDMONT
SEEDING DATES
SPECIES
RATE (INacre)
JAN. 1- MAY 1
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE)
50
MAY 1- AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 20
RYE (GRAIN)
120
COASTAL PLAIN
SEEDING DATES
SPECIES
RATE (INacre)
DEC. 1 - APRIL 15
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE)
50
APRIL 15-AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 30
RYE (GRAIN)
120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
ENGINEERING 'PLANNING EWIRONIEN,L
1620 MEADOWVIEW DRIVE
WILKESBORO,. 28697
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SHEET SIZE
11"X14"
PROJECT NUMBER
a39u352019
DRAWN BY
J EDWARDS
APPROVED BY
J CHURCH
SCALE
NTS
SHEET
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C903

1
C904
STREAMBANK
WATER SURFACE
ELEVATION
SANDBAGS
SECTION B-B'
FLOW
DISSIPATION
DEVICE
DOWNSTREAM POOL
PUMP AROUND
30 MIL POLY
RIPRAP FLOW
DISSIPATOR
1'ABOVE
BASEFLOW
(2' MIN.)
B'
A
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
SANDBAGS
Itteal
Ye*
STREAM BANK
CHANNEL BED/WORK AREA
FLOW DIRECTION
PUMP
PLAN
HANNELBED/VVORK AREA
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SECTION A -A'
B
SANDBAGS
UPSTREAM POOL
SUMP HOLE
OR POOL
(12" MIN. DEPTH,
2' MIN, DIAMETER)
30 MIL POLY
ENGINEERING 'PLANNING EWIRONIEN,L
1620 MEADowvIEW DRIVE
WILKESBORO,. 28697
336 844 4088 OM Arco biz
03/08/2022
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SHEET SIZE
11"X14"
PROJECT NUMBER
a39LUb2019
DRAWN BY
J EDWARDS
APPROVED BY
J CHURCH
SCALE
NTS
SHEET
© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS 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 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C904

AGENT AUTHORIZATION FORM
Property Legal Description
PIN: 1011 of 266,
Address: . 1,i !i r id C- 2i4-_—X
Property Owner : f 1 ? 4 i' ' 4 ofY. 5
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,4J44,4„v to have full access to my USDA &
NC Ag Cost Share Applications, Files & Documents.
Property Owner Street Address(if different than property above):
(1446f% iRA, - /1i 7 Co "/ 4VG
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
oC) 9 )
Authorized Signature- Print and Sign
Date: : / f

Soil Map—Alleghany County, North Carolina
501860 501910 501960 502010 502060 502110 502160
36°30'47"N 1 1 36°30'47"N
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36°30'33"N 1 1 36°30'33"N
501860 501910 501960 502010 502003 502110 502160
Map Scale:1:2,210 if printed on A portrait(8.5"x 11")sheet.
Meters
8 N 0 30 60 120 180 8
A
0 100 200 400 600
Map projection:Web Mercator Feet
Comerwordinates:WGS84 Edge tics:UTM Zane 17N WGS84
USDA Natural Resources Web Soil Survey 3/8/2022
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Alleghany County, North Carolina
MAP LEGEND
Area of Interest (AOI)
n Area of Interest (AOI)
Soils
El Soil Map Unit Polygons
Soil Map Unit Lines
▪ Soil Map Unit Points
Special Point Features
Blowout
031 Borrow Pit
Clay Spot
Closed Depression
• Gravel Pit
Gravelly Spot
▪ Landfill
A. Lava Flow
jda Marsh or swamp
• Mine or Quarry
CO Miscellaneous Water
• Perennial Water
• Rock Outcrop
• Saline Spot
Sandy Spot
Severely Eroded Spot
• Sinkhole
Slide or Slip
o Sodic Spot
Spoil Area
Stony Spot
el Very Stony Spot
Wet Spot
▪ Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
rika Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Allegheny County, North Carolina
Survey Area Data: Version 20, Jan 21, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 18, 2019—May
21, 2019
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usDn Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/8/2022
Page 2 of 3

Soil Map—Alleghany County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Ad
Alluvial land, wet (nikwasi)
4.8
40.6%
CaF
Chandler silt loam, 25 to 45
percent slopes
2.5
21.4%
TaC
Tate loam, 6 to 10 percent
slopes
1.7
14.4%
WaC
Watauga loam, 6 to 10 percent
slopes
0.3
2.6%
WaE
Watauga loam, 10 to 25
percent slopes
2.5
21.0%
Totals for Area of Interest
11.7
100.0%
USDA Natural Resources Web Soil Survey 3/8/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3