20190802 Ver 1_USACE Permit_20190819

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW -2019-01095 County: Ashe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Eddie Liddle
Address: 3077 Hwy 88 E
Jefferson, NC 28640
Telephone Number:
Location description: The stream restoration proiect is located on NC Hwy 88, near Low Gap Road, near West
Jefferson, Ashe County, NC. Coordinates are: 36.399236 -81.370272
Description of projects area and activity: This permit authorizes stream relocation, in -stream structures and bank
stabilization activities associated with a stream restoration proiect. Impacts authorized by this hermit total 926 linear
feet of stream channel and 0.09 acre of wetlands. In -stream activities are prohibited from October 15 to April 15 to
minimize impacts to trout reproduction per attached recommendations from the North Carolina Wildlife Resource
Commission.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 27
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information
dated/revised 07/23/19 'Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies
with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is
suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence
in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act
(CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Amanda Jones at 828-271-7980, ext. 4225 or [e-mail].
FUEMMELER.AMAN Digitally signed by
DA.JONES.1242835 FUEMMELER.AMANDA.JONE5.12
42835090
Corps Regulatory Official: 090 Date: 2019.08.1907:31:41-04'00' Date: August 19, 2019
Amanda Jones
Expiration Date of Verification: March 18, 2022
CF: BREC, Inc. / Attn: Derek Goddard

Action ID Number: SAW -2019-01095 County: Ashe
Permittee: Eddie Liddle
Project Name: Roan Creek Stream Restoration / NWP #27
Date Verification Issued: August 19, 2019
Project Manager: Amanda Jones
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

n North Carolina Wildlife Resources Commission 0
Gordon Myers, Executive Director
July 12, 2019
Ms. Amanda Fuemmeler
U.S. Army Corps of Engineers, Regulatory Branch
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
SUBJECT: Ed Liddle Stream Restoration
Roan Creek - Ashe County
Dear Ms. Fuemmeler:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed an
application to restore 906 ft of Roan Creek in Ashe County. In addition, a 20 -ft wide ford will
be constructed in the restoration reach, and temporary impacts to 0.09 acre of wetland,
presumably for equipment access, are proposed as well. Our comments on this application are
offered for your consideration under provisions of the Clean Water Act of 1977 (33 U.S.C. 466
et. seq.) and Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-
667d).
Brown Trout may be impacted by the project, and in -stream activities should be avoided between
October 15 and April 15 to minimize impacts to trout reproduction. The project site is upstream
of the South Fork New River Aquatic Habitat, a natural area rated Exceptional by the NC Natural
Heritage Program due to the richness of rare species it supports. Rare and listed species found in
the vicinity of the project include three fishes endemic to the New River basin—Kanawha
Minnow (Phenacobius teretulus, NC SC, US FSC), Kanawha Rosyface Shiner [Notropis sp., NC
Significantly Rare (SR)], and Kanawha Darter (Etheostoma kanawhae, NC SR). Effective
erosion and sediment control on this project is essential to conserving these species.
The application proposes to stabilize an eroding reach of Roan Creek by restoring the dimension,
pattern, and profile to the channels. Restoration generally involves bank grading, in -stream
structures (rock cross vanes and rock j -hooks), and native riparian planting of a buffer of at least
10 ft in width. According to Derek Goddard, work will be done in the wet. In addition, trees on
the right bank of the downstream end of the project will be trimmed.
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Ed Liddle Stream Restoration Page 2 July 12, 2019
Roan Creek, Ashe County
0.09 acre of wetland would be impacted, presumably for equipment access. These wetlands will
be reseeded with a native wetland mix. We recommend that wetland impacts be avoided
wherever possible and timber mats be used where equipment will access wetlands to minimize
soil compaction.
We offer the following recommendations to minimize impacts to the aquatic community:
1. In -stream activities should be avoided between October 15 and April 15 to minimize impacts
to Brown Trout reproduction.
2. In -channel work should be accomplished as quickly as possible and vigilance used in
sediment and erosion control during site preparation, construction, and clean up. Disturbed
areas should be seeded, mulched and/or matted as soon as possible, preferably at the end of
each work day.
3. We recommend diverting flows around the work areas especially at the bank tie in locations
to reduce the risk of fine sediment liberation and loss.
4. Any erosion control matting used should be free of nylon or plastic mesh, as this type of
mesh netting frequently entangles wildlife and is slow to degrade, resulting in a hazard that
may last for years.
5. Efforts should be made to retain as many existing trees within the riparian area as possible,
and trimming of existing trees kept to a minimum.
6. We recommend that a woody buffer of at least 30 feet be planted on both sides of the stream
as infrastructure allows in order to ensure project success. A wide forested buffer can ensure
greater bank stability, filter overland pollutants, and provide habitat for birds and other
wildlife.
7. Wetland impacts should be minimized by avoiding them wherever possible. Where crossing
wetlands with equipment is necessary, it should be done with the use of mud mats to
minimize soil compaction.
8. We request that we be informed of project construction start and end dates so that we can
visit the site when it is underway.
Thank you for the opportunity to review and comment on this project. Please contact me at
[phone] if you have any questions about these comments.
Sincerely,
Andrea Leslie
Mountain Region Coordinator, Habitat Conservation Program
ec: Derek Goddard, BREC
Sue Homewood, NC Division of Water Resources

LIDDLE STREAM RESTORATION
TO�ERSON
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VICINITY MAP (NTS)
STREAM IMPACT TABLE (NATIONWIDE 27)
COVER SHEET
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OVERALL PLAN
TEMPORARY/PERM
PLAN & PROFILE
IMPACT NUMBER
TYPE OF IMPACT
C102
LENGTH
C103
PLAN & PROFILE
ANENT
WATERS OF THE US
C105
RESTORATION -
C106
USGS MAP
#1
DETAILS
PERMANENT
906'
C902
ROAN CREEK
STREAM FORD
#2
0
TEMPORARY
20'
CROSSING
TOTAL
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WETLAND IMPACT TABLE (NATIONWIDE 27)
IMPACT
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TYPE OF IMPACT
ACREAGE
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USDA - NRCS NUMBER
EQUIP 2014 74453218OLI
JUSTIN C. CHURCH, PE, CFM
TSP 11-7806
CITY/TOWN: JEFFERSON, NC
PROPERTY ADDRESS:
3077 HWY 88 E
JEFFERSON, NC
PARCEL ID: 14375 003
ROAN CREEK
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1:24,000 (LAUREL SPRINGS QUAD)
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126 EXECUTIVE DRIVE - SUITE 220
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LICENSE # C-3448
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
NORTH CAROLINA COUNTY MAP
(ASHE COUNTY)
SHEETINDEX
C000
COVER SHEET
C001
OVERALL PLAN
C100
PLAN & PROFILE
C101
PLAN & PROFILE
C102
PLAN & PROFILE
C103
PLAN & PROFILE
C104
WATERS OF THE US
C105
IMPACT TABLE
C106
USGS MAP
C900
DETAILS
C901
DETAILS
C902
DETAILS
SITE COORDINATES: LATITUDE = 36.399326° N LONGITUDE = -81.370272° W
© COPYRIGHT 2019 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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NOTES
1. ALL STREAMS WILL BE EXCLUDED FROM
LIVESTOCK WITH FENCING.
2. BUFFER WIDTHS ARE MIN. 10' UP TO 25'.
1. ONLY OPEN UP NEW GROUND THAT CAN BE STABILIZED AT THE
END OF EACH DAY.
2. TAKE PRECAUTION TO WORK FROM HIGH GROUND WHEN
POSSIBLE.
3. USE ONLY LATE MODEL EQUIPMENT FREE FROM LEAKS THAT IS
IN PROPER MAINTENANCE.
4. SEE DETAIL 1/C902 FOR TEMPORARY STREAM DIVERSION
METHODOLOGY TO LIMIT LIVE WATER FLOW AND CONTACT WITH
NEW SOIL.
5. TEMPORARY STREAM DIVERSIONS SHALL BE REMOVED AT THE
END OF EACH DAY.
6. IN SCENARIO'S WHERE THE DIVERSIONS CAN NOT BE
CONSTRUCTED IN THE ACTIVE CHANNEL - STRUCTURES SHALL
BE BUILT IN 2 PHASES AND DIVERSION SHALL BE BUILT IN EACH
PHASE TO SUFFICIENTLY DIVERT WATER.
TYP. RIFFLE PROFILE
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#15 •
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TLAND #2 #17 #16 r
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-.-, CLASS: WS -IV; TR+
\ 906'
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© COPYRIGHT 2019 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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WETLAND POINTTABLE
WETLAND POINT NUMBER
I LONGITUDE
LATITUDE
W ETLA N D #1
1
W81.370075 (d)
N36.400123 (d)
2
W81.369967 (d)
N36.400021(d)
3
W81.370080 (d)
N36.399936 (d)
4
W81.370210 (d)
N36.399830 (d)
5
W81.370237 (d)
N 36.399846 (d)
6
W81.370191 (d)
N36.399917 (d)
7
W81.370158 (d)
N36.399973 (d)
8
W81.370100 (d)
N36.400000 (d)
9
W81.370073 (d)
N36.400010 (d)
W ETLA N D #2
10
W81.371015 (d)
N36.400063 (d)
11
W81.370911 (d)
N36.399954 (d)
12
W81.370852 (d)
N 36.400008 (d)
13
W81.370706 (d)
N36.400049 (d)
14
W81.370754 (d)
N 36.399856 (d)
15
W81.370839 (d)
N 36.399859 (d)
16
W81.370770 (d)
N 36.399794 (d)
17
W81.370825 (d)
N 36.399794 (d)
18
W81.371023 (d)
N36.399983 (d)
19
W81.371104 (d)
N36.400001(d)
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PERMANENT WETLAND IMPACT #1
FOR STREAM CONSTRUCTION
0.09 ACRES
•t
STREAM IMPACT #1
STREAM IMPACT #2
ROAN CREEK
CLASS: WS -IV; TR+
906'
© COPYRIGHT 2019 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.
NOTES:
1. ALL PERMANENT WETLAND IMPACTS WILL
BE RESTORED WITH ERNST SEED MIX #305.
2. NO DITCHING WILL OCCUR.
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—INEERiNG I —NTNG I ErmRONME14-
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—INEERiNG I —NTNG I ErmRONME14-
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C900
BANKFULL
FEATHER -OUT
BANK
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK J -HOOK VANE
ROCK SILLS / J -HOOK STONES
B BANKFULL ELEVATION
PLAN VIEW I HEADER STON /
NO.57 STONE /FILTER FAB10
FOOTER STONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
HEADER STOt�F� BANKFULL
ELEVATIO
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.
STREAMBANK HEADER STONE
2-5% VANE SLOPE r STREAMBED
FOOTER BOULDER$
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETER
SECTION B -B'
2
C900
FILTEF
20-
BACKFILL
SELECT MATE
SINGLE STEP ROCK CROSS VANE
T 40FPROPOSED T
BANKFULL WIDTH
KFULL
=E NOTE 7
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 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.
11. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT
NEW SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
}OF PROPOSED
}OF PROPOSED BANKFULL WIDT
}OF PROPOSED
BANKFULL WIDTH
I \ I
rBANKFULL WIDTH
I
NO GAPS
BANKFULL BETWEEN
ELEVATION BOULDE
STREAMBED
r
ELEV. DERS
'/ED
INTO
TOP OF CENTER}STONES SET SUBSTRATE
AT ELEVATION SHOWN ON CROSS-SECTIOF THE ROCK
LONGITUDINAL PROFILE DIAMETER
STREAMBANK
BANKFULL ELEVATION
2.5% VANS
SCOPE
FOOTER BOULDERS
WILL BE PLACED INTO
THE
EXISTING SUBTRATE A MINIMUM
STREAMBED
SLOPE OF VANE FROM CENTERLINE
OF THE BOULDER DIAMETER
ELEVATION
TOP BANKFULL SHALL BE 2-5%
FILTER FABRIC
FLOW
SECTION B -B
AX OF 0.5'
HEADER
STONE /� % POOL i
MBED
FOOTER',,
/ ELEV.
STONE
FILTER FABRIC J/
STEP ROCK
SECTION A -A
© COPYRIGHT 2019 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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—INEERiNG I —NTNG I ENhRONME14-
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C901
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 IIN.
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 V DIAMETER) ' a�
ANGLECUT
30A -45A
LIVE STAKE
2
C901
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
;9
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
�Lg L EXISTING/PROPOSE
�R 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
CHANNELTOE
PROPOSED
CHANNELTOE
PROPOSED BANKFULL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLAN ING)
2"
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.
Grading (Berm or Diversion ditch)
At each and of crossing to prevent
surface rlmoff from entering the crossing
Anchor post
Min. dia. 5"
Line post
Min. dia. 3 1/2" -
Fabric Filter Cloth
Must mat MRCS Material Spec. 592
Stream Crossing Cross -Section
Looking Downstream
Bottom width: ft.
Left ramp: ft. long, slope (%or FIN)
Right ramp: fL long,_ slope (%mH:V)
Crossing surface width (parallel to flow):
Surface Material & Thickuess:
Existing stream chamcl
- B."m width should -
match stream bottom width
Staples
5 foot O.C.
See Detail
Fence Post
Fencing must meet BreahAway
Wire Fence Construchon Spee3fmatwn
Ove c cavate to install min. 8" thick
gravel layer over fabric filter cloth.
Gravel should be crusher rim (road
bond) or railroad ballast stone or a
combination of both.
,--pe St)ceam Crossing Plan Vi Top ofbenk
Cut slope Stream
\\\vllf— 3:1 Cot slope
3:1 Cbottom Smbiliu ell cut slopes
immediately after construction
eTce — — — — — —
— — —
— — — — — — — —
Tram Damn
— —
— — —
AWN ramp
—
— — — — —Ser
SerampBottomofc,rossing
e Fabric
Fabric
— — Lapping Darin— —
— — —
— Trenching Detail J
3:1 Cut dupe
3:1 Cut slop.
Caution 578 - Stream Crossing (Ford Type) USDA-NRCS North Carolina
&l b�gmn g—tim, et ,t
fra.d.-g—da.da"er ad
udlides
Call all a"a�>�" naaomre
TYPICAL MATTING LOCATION DETAIL
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
2' 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
ROCK CONSTRUCTED RIFFLE - SECTION B -B'
700 GRAM COIR FIBER MATTING
5' TYP.
OVERLAR�
MATTING STAKING VIEW
© COPYRIGHT 2019 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.
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
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MINE
MATTING STAKING VIEW
© COPYRIGHT 2019 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.
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
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ENGINEERING I —NINC I ENVIRGNMEnAL
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336.WA088 Mlpllb—b¢
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C901 0

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.
1
C902
RIPARIAN/WETLAND SEEDING SCHEDULE
* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SPECIES
% COMPOSTIION
SHRUBS
COMMON NAME
*BUTTONBUSH
SCIENTIFIC NAME
PANICUM VIRGATUM (SWITCHGRASS
10
AMERICAN WITCH HAZEL
CEPHALANTHUS OCCIDENTALIS
HAMAMELIS VIRGINIANA
pANICUM CLANDESTINUM ( DEER TONGUE)
10
*TAG ALDER
ALNUS SERRULATA
JUNCUS EFFUSUS(SOFT RUSH)
10
'CAROLINA WILLOW
SALIX CAROLINIANA
CAREX VULPINOIDEA (FOX SEDGE)
10
*ELDERBERRY
SAMBUCUS CANADENSIS
SORGHASTRUM NUTANS (INDIAN GRASS)
10
RED CHOKEBERRY
ARONIAARBUTIFOLIA*
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
*SILKY DOGWOOD
CORNUS AMOMUIN
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
'SILKY WILLOW
SALIX SERICEA
VERNONIA GIGANTEA (GIANT IRONWEED)
5
WINTERBERRY
ILEX VERTICILLATA
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
NINE BARK
PHYSOCARPUS
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
*I"BLACK WILLOW
TREES
SALIX 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 B1 RCH
BETULA NIGRA
*'SWEETGUM
LIQUIDAMBAR STYRACIFLUA
APPLICATION:
*'SYCAMORE
PLANTANUS OCCIDENTALIS
APPLY AT TR -ATE OF 15LBS/ACRE.
**EASTERN HEMLOCK
TSUGA CANADENSIS
*SPECIES TO USE FOR LIVESTAKES
**TREES
TREES & SHRUBS
PER PLANS WATER SURFACE
2
FLOODPLAIN BENCH J LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
TEMPORARY STREAM DIVERSION DETAIL
CONSTRUCTION SEQUENCE:
1. ONLY OPEN UP NEW GROUND THAT CAN BE
STABILIZED AT THE END OF EACH DAY.
2. TAKE PRECAUTION TO WORK FROM HIGH GROUND
WHEN POSSIBLE.
3. USE ONLY LATE MODEL EQUIPMENT FREE FROM
LEAKS THAT IS IN PROPER MAINTENANCE.
4. SEE DETAIL 1/C902 FOR TEMPORARY STREAM
DIVERSION METHODOLOGY TO LIMIT LIVE WATER
FLOW AND CONTACT WITH NEW SOIL.
5. TEMPORARY STREAM DIVERSIONS SHALL BE
REMOVED AT THE END OF EACH DAY.
6. IN SCENARIO'S WHERE THE DIVERSIONS CAN NOT BE
CONSTRUCTED IN THE ACTIVE CHANNEL -
STRUCTURES SHALL BE BUILT IN 2 PHASES AND
DIVERSION SHALL BE BUILT IN EACH PHASE TO
SUFFICIENTLY DIVERT WATER.
EXISTING
CHANNEL WIDTH
NEW
CHANNEL
WIDTH
0
TEMPORARY CHANNEL
DIVERSION WITH
BOULDERS (MIN. T, 4' x 2'1
REMOVE AT THE END OF
EACH DAY
STREAM STRUCTURE
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.
© COPYRIGHT 2019 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.
—INEERINC I —NINC I ENhRONME14-
126 EXECUTIVE DRIVE -SUITE 220
WILKESBORO, NC 28697
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