20200010 Ver 2_Pre-Filing Meeting Request_20210401

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20200010
Version *
2
Asheville Regional Office - [phone]
Amy Annino
Pre -Filing Meeting Request submitted 4/1/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Rachel Smith
[e-mail]
Bishop Streambank and Shoreline Protection
Eliza Bishop
Caldwell
Owner Address: Street Address
5335 Grandin Rd
Address Line 2
City State / Rovince / Region
Lenoir NC
Fbstal / Zip Code Country
28645 United States
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit fJ Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
DWR# 20-0010
Do you know the name of the staff member you would like to request a meeting with?
Amy Annino
Please give a brief project description below and include location information. *
The Bishop's would like to add 100 linear feet to the original project
to address bank failure immediately adjacent and adjoining to the
original project. The proposed stabilization will be the same as the
method used in the original 401 approval.

Please give a couple of dates you are available for a meeting.
4/6/2021
4/7/2021
4/12/2021
4/13/2021
4/14/2021
Please attach the documentation you would like to have the meeting about.
BISHOP_REPAIR_PRELIM_3-1 8-21. pdf 3.61 MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
k-,EE;c
Submittal Date 4/1/2021

Scale In Feet
EARTH FILL TO BANKFULL STAGE @ EL = 1096'
INSTALL BANKFUL BENCH.
SLOPE AT 2:1 TO TOP OF BANK
(SEE CROSS SECTION AND MATTING DETAILS)
STAGE TO BE VERIFIED BY THE ENGINEER
PRIOR TO CONSTRUCTION
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
TOE WOOD PER DETAILS SHT 5-9 OR
ALT. 5'X3'X2' BOULDERS
TO 3 BANKFULL STAGE
2007
1101.32
NAIL PILE
NO EQUIPMENT IS TO BE
STORED, FUELED, OR
OTHERWISE REPAIRED IN THE
25' FROM THE TOP OF THE
EXISTING STREAMBANK.
0+00.00
0+1,0.00
i
0+40.00
0+50 00
+60.00
,5301101. 0 \
�i 2.5
BENCHMARK NLS REPAIR
0+80.00
0+90.00
0+95.71
STREAMBANK STABILIZATION - YADKIN RIVER
1 - BISHOP REPAIR - SITE PLAN
CALDWELL COUNTY, NORTH CAROLINA
NO
2
3
4
5
BY
DATE
ENCHMAR LS REPAIR 2
STREAMBANK
STABILIZATI• APPROX.
100 LINEAR EET
3008
0 1100.81
BENCHMARK NLS EA EW
NDISTURBED NATIVE
VEGETATION PLANTED
1' BEYOND FILL
MATERIAL PLACED.
MIN. WIDTH IS 25'
HORIZONTALLY FROM
BANKFULL ELEVATION
(SEE DETAIL)
REVISIONS
DESCRIPTION
PROJECT #:
bishop, ty
SCALE: 1 INCH = 20 FEET
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 1
OF 8
FILENAME: BIHSOP_REPAIR-3-18-21.dwg

PLANTING MIXTURE CONTENT
*Apply seed mixture at a rate of 20 pounds per acre. Seed content ratio may
vary WITH APPROVAL but is limited to grasses listed below with a minimum
of 2 species of herbaceous FLOWERING PLANTS.
GRASSES
Sorghastrum nutans (Indian Grass): 25% Hordeum spp. (Baney): 22%
Panicum clandestium (Deer Tongue): 12%
Panicum virgatum (Switchgrass): 12%
Elymus virginicus (Virginia Wild Rye): 22%
FLOWERING HERBACEOUS PLANTS (7%):
Rudbeckia laciniata (Cutleaf Coneflower) Lobelia siphilitica (Great Blue
Lobelia)
Helianthus angustifolius (Swamp Sunflower) Lobelia cardinalis (Cardinal
Flower)
Asclepias incarnata (Swamp Milkweed) Asclepias syriaca (Common
Milkweed)
LIME AND FERTILIZER.
Lime: 2,000 pounds / acre of finely ground, dolomitic limestone Fertilizer: 400
pounds/ acre of 10-10-10 or equivalent
*These rates also apply when hydroseeding MULCHING
Six (6) feet width of 700 g/m^2 coir matting shall be installed from the stream's
edge to beyond TOP OF BANK AT LEAST 5' UPSTREAM AND
DOWNSTREAM OF TIE IN PONTS. Blankets shall be anchored with wood
stakes in accordance with the MATTING DETAIL.
Remaining surfaces may be mulched with dry, unchopped, unweathered small
grain straw or hay free of seeds of competing plants. Spread at the rate of 1-2
tons per acre depending upon the season. Evenly spread mulch over the area
by hand or mechanical equipment. Apply mulch uniformly so that 25% of the
ground surface is visible.
Temporary Seed shall be applied to establish ground cover based upon the
following planting frame: Rye Grain
Aug 15 - May 15
Browntop Millet Urochloa ramosa 10 Ibs/ac May 15-Aug 15
Secale cereale 25 Ibs/ac
GENERAL VEGETATION PLAN NOTES
A. GROUND COVER, SOIL PREP, TEMPORARY AND PERMANENT
VEGETATION SHALL BE INSTALLED ON ALL AREAS DISTURBED
DURING STABILIZATION, GRADING AND STRUCTURAL WORK.
B. LIVE STAKES, TRANSPLANTS AND / OR CONTAINERIZED PLANTS
SHALL BE LOCATED WHERE SHOWN ON PLAN. A VEGETATED BUFFER
SHALL EXTEND A MINIMUM OF 35 FT FROM THE WATERS EDGE OR AS
SHOWN ON THE PLANS.
C. ADJUSTMENTS TO THE VEGETATION PLAN SHALL BE MADE ONLY IF
APPROVED BY THE PROJECT ENGINEER.
LIVE STAKES AND CUTTINGS
D. CUTTINGS SHOULD BE INSTALLED THE SAME DAY THEY ARE CUT.
THE STAKE SHOULD BE ORIENTED WITH THE BUDS POINTED UP, AND
THE BOTTOM SHOULD BE CUT AT AN ANGLE FOR EASY INSERTION
INTO THE GROUND.
E. ABOUT 3/4 OF THE LENGTH OF THE STAKE SHOULD BE BELOW
GROUND AND ANGLED DOWNSTREAM. AN IRON BAR CAN BE USED TO
MAKE A PILOT HOLE TO PREVENT BARK FROM BEING DAMAGED
DURING INSTALLATION.
1" = 10'
Scale In Feet
10'
0
10'
20'
TRANSPLANTS AND CONTAINER STOCK
F. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH
FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO
HOLD ITS SOIL TOGETHER ONCE REMOVED FROM THE CONTAINER.
G. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND
PLACED IN SHADY CONDITIONS UNTIL PLANTING OCCURS.CREATE
PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
H. THE DIAMETER OF THE PLANTING HOLES (PITS) FOR EACH PLANT
SHOULD BE AT LEAST THREE TIMES THE DIAMETER OF THE ROOT
MASS. SCARIFY THE PLANTING PIT PRIOR TO EACH PLANT
INSTALLATION.
I. SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THE BOTTOM OF
THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
J. PLACE BACKFILL AROUND BASE AND SIDES OF ROOT MASS, AND
WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS
AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FULL, WATER
THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL.
WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
ELEVATION
1120.00
1118 00
1116 00
1114 00
111200
1110.00
1108 00
1106 00
110400
110200
1100.00
1098 00
1096 00
1094 00
1092 00
1090.00
1088 00
1086 00
1084 00
108200
1080.00
1078 00
1076 00
1074 00
107200
1070.00
0
1
0
Stream:
Basin:
Drainage Area:
Location:
Latitude:
Longitude:
Date:
Valley Type:
Bankfull Width (Wbkf):
Bankfull Depth (Dbkf):
Bankfull X-Section Area (Abkf):
Width/Depth Ratio (Wbkf/Dbkf):
Maximum Depth (Dmax):
Width of Flood -Prone Area (Wfpa):
Entrenchment Ratio (ER):
Channel Materials (D50):
Water Surface Slope (S):
Channel Sinuosity (k):
STREAM CHANNEL CLASSIFICATION:
TYPICAL SECTION
Yadkin River
69.6 square miles
Caldwell County, North Carolina
36.05954
-81.43790
September9, 2017
VIII
97 feet
3.1 feet
305 feet
23
6 feet
1000 feet
10
6 mm
0.0039 feet/feet
1.4
C4
42'
OF UNDISTURBED
WOODED
BUFFER
(MIN. OF 25' FROM
BANKFULL
ELEVATION)
••••••
LIVESTAKES 2'
TO 3' ON
TREES
AND
SHRUBS
CENTER - 5 ROWS
�'
4
ROWS
INSTALL FIRST ROW AT
AIL
A
��
BOULDER - EARTH FILL
w
v
��R
INTERFACE
1
700 COIR
MATIT TIN
III
II
PRIOR TO PLACING
FILLII
r'".�// ��//1::1/%%
%//_I -:_"//r
1=11d11C11C=111M111=111C1111=I11euen=
"
sfji.�i!'i%�T
�__�
�,1
I 1=—=—III
I I I=1
11=1
EN
I I
ip
11=1
11=1
I I,
:ANKF
LL -,TAB
�•^'
�����iri��%
/.��!
����
=III—
_
=I
_
x i
A
�������
��������..Alan
n
I_�
-i
i i
_
�I
me
=I
I I
I I
O :E
FIELD
VERIFI
D
DUR
•
ST"UCTION
�����//
�r
/�////%v--
_
2
—
III —III
—III
I I
I I I
I
=_
_
I
I I
1I
_II
I I1-1I1-1I
—III
—I
—I
I
r
In
1-1I-1
_
_
_—__—_"all!
11-111E11-111
__��
11
=
3
BANKFULL
1 11=1
I I I I
I I
.IYii
—
=III I I
I I I�
—I
�I I
—I
—I
I�
—III
I
11-111�
II
11
I I III
I
I I ICI I I
III
I
III
I I
_
I1=III=+
-III=III1I
I
III=III=III=1I
I
_-111
III=�
_
-
=NON WOVEN COIR MATTING =III=III=1
111E11
=
1111,1111,
IIGi11E 111
=
IIGi11G�111
11
181
_
_
=
_
_
—
_
_
_
—I I
I I= I I III=
WITHOUT NETTING TO=1I1
CREATE A GEO-LIFT :III=I
11=1
_
I I
�
�
I I1=11I„I
I
II,I I—,III
I —II
I
I 1
I I„
—111—I
I
I
III
I
1 —1
I I„III,
1=
I1=
I I
I„
TOE WOOD STRUCTURE PER DETA LS SHT 5-9—"—
—,I
;III=,1
(
III
11 Approx 8-10 rootwads depending on width of root fan, with
II footer and header logs, laps and limbs
fit►
p
.O
OR ALT 1. using 5'x3'X2' Boulders,
,
Approx 60 boulders placed on non -woven geotextile
t II
, %q -��`
I'
' i..
Top of footer boulder to be placed at existing bed elevation.
•
,,
I I I I I
I.
��
STATION
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
STREAMBANK STABILIZATION - YADKIN RIVER
2 - BISHOP REPAIR - TYPICAL SECTION
CALDWELL COUNTY, NORTH CAROLINA
NO
2
3
4
REVISIONS
BY
DATE
DESCRIPTION
PROJECT #:
bishop, ty
SCALE: 1 INCH = 10 FEET
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 2
OF 8
FILENAME: BIHSOP_REPAIR-3-18-21.dwg
1120.00
1118 00
1116 00
1114 00
111200
1110.00
1108 00
1106 00
110400
110200
1100.00
1098 00
1096 00
1094 00
1092 00
1090.00
1088.00
1086.00
10
D0
1080.00

MATTING, TYPICAL
(SEE NOTE 1)
TOP OF BANK ANCHOR
(SEE DETAIL)
DEAD STOUT STAKE,
TYPICAL (SEE DETAIL)
MATTING OVERLAP
(SEE DETAIL)
TOP OF BANK
/ /\/
\/ /\\/\
\/\/ /\
MATTING STAKE, TYPICAL (SEE NOTE 6)
TOE OF BANK ANCHOR (SEE DETAIL)
MATTING WRAP
(SEE NOTE 2)
TOE OF BANK
DEAD STOUT STAKE, TYPICAL
(SEE DETAIL)
TOE OF BANK
MATTING ANCHOR DETAIL
6"
BACKFILL
(SEE NOTE 2)
TOP OF BANK
TOP OF BANK
MATTING, TYPICAL
(SEE NOTE 1)
/
CROSS-SECTION
6"
APPROXIMATE BASE
FLOW WATER LEVEL
TOE OF BANK
24"
24"
12"
DIRECTION
10OR 02
MATTING OVERLAP
(SEE NOTE 5)
DIRECTION OF STREAM FLOW
02 DIRECTION DOWN THE BANK SLOPE
MATTING OVERLAP DETAIL
6"
I I
L
TOE OF BANK ANCHOR
(SEE DETAIL)
0 0
PLA
(SEE
1
FLOW
v
12"
MATTING, TYPICAL.
(SEE NOTE 1)
1
0 0
r r
0 0
NOTES:
1. EROSION CONTROL MATTING SHALL CONSIST OF 700 GRAM COIR FIBER EROSION CONTROL MATTING. MATTING
SHALL BE INSTALLED FLAT AND STAKED AGAINST A SLOPE AND/OR A STREAM BANK.
2. MATTING SHALL BE ANCHORED IN A TRENCH AT BOTH THE TOE AND TOP OF THE STREAM BANK. DEAD STOUT
STAKES AND CLEAN SOIL BACKFILL SHALL BE USED TO SECURE THE MATTING INTO THE TOE AND TOP OF BANK
TRENCHES. TO PREVENT EROSION OR "WASHING OUT" OF BACKFILL IN THE TOE OF BANK ANCHOR TRENCH,
MATTING SHALL BE INSTALLED SO THAT IT WRAPS OVER THE DEAD STOUT STAKE AND BACKFILL, THUS POSITIONING
THE REMAINING MATTING FOR INSTALLATION UP THE STREAM BANK.
3. THE SLOPE AND/OR STREAM BANK SHALL BE PREPARED (GRADED, TILLED, SMOOTHED, ETC.) AND SEEDED AND
MULCHED AS SPECIFIED BY THE DESIGNER PRIOR TO THE PLACEMENT OF THE MATTING.
4. THE MATTING SHALL BE INSTALLED SO AS TO NOT BE IN TENSION, BUT BE PLACED NEATLY, FLUSH AGAINST THE
SOIL, AND WITH NO GAPS OR WRINKLES. ADDITIONAL STAKING SHALL BE INSTALLED BY THE CONTRACTOR AS
NEEDED ENSURE CONTACT WITH THE SOIL.
5. ANY MATTING OVERLAPS NECESSARY SHALL BE OF A LENGTH SPECIFIED BY THE MANUFACTURER OR AS
OTHERWISE SPECIFIED BY THE DESIGNER. ALSO, OVERLAPS SHALL BE ORIENTED IN A DOWN -SLOPE DIRECTION,
DOWNSTREAM DIRECTION, OR OTHERWISE "SHINGLE -STYLE" IN ACCORDANCE WITH THE DIRECTION OF THE
DOMINANT EROSIVE ACTION SO THAT THE MATTING END IS PROTECTED AGAINST MOVEMENT.
6. THE FIELD OF THE MATTING OVER THE SURFACE OF THE SLOPE AND/OR STREAM BANK SHALL BE SECURED WITH
MATTING STAKES OF A SIZE AND TYPE, IN A PATTERN, AND WITH SPACING DIMENSIONS AS SPECIFIED BY THE
MANUFACTURER OR AS OTHERWISE SPECIFIED BY THE DESIGNER.
7. MATTING SHALL BE NEATLY SECURED AROUND ANY PROJECT STRUCTURES, STRUCTURE ARMS, AND/OR SILLS TO
PREVENT ANY LOOSE OR FRAYED EDGES.
8. THERE SHALL BE NO LOOSE ENDS OR UNSECURED MATTING ON THE COMPLETED WORK.
9. THE PLAN VIEW ILLUSTRATES A PERPENDICULAR PERSPECTIVE OF EACH SURFACE DEPICTED IN THE CROSS
SECTION. THERE IS NO FORESHORTENING OF THE STREAM BANK (OR ANY OTHER SLOPED SURFACE) IN THE PLAN
VIEW.
MATTING OVERLAP
(SEE DETAIL)
0 0
0 0 0
u 0 0 0 0
a
6"
iz—TOP OF BANK
MATTING, TYPICAL
(SEE NOTE 1)
MATTING STAKE TYPICAL
(SEE NOTE 6)
APPROXIMATE BASE
FLOW WATER LEVEL
iz—
iz—TOE OF BANK
DEAD STOUT
STAKE TYPICAL
(SEE DETAIL)
NOT TO SCALE
4"
UNTREATED
2" X 4" (NOMINAL)
_itBOARD
12"
0" - 1/2"
OO
CtJIAIII►IIIII
=offFEss�o /
Pcs„C"E �
NO` V //1111111111��
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
STREAMBANK STABILIZATION - YADKIN RIVER
3 - BISHOP REPAIR MATTING DETAIL
CALDWELL COUNTY, NORTH CAROLINA
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
4
5
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO.
3 OF 8
FILENAME: BIHSOP REPAIR-3-18-21 MA
NG.dwg

January 24, 2020
STREAMBANK STABILIZATION - YADKIN RIVER
BISHOP FARM
CONSTRUCTION NOTES AND SEQUENCE
1. Obtain plan approval and other applicable permits.
2. Delineate property boundaries within project area, buffer limits, and limits of construction.
3. All equipment is to be stored and fueled in a protected area outside the designated buffer
4. Hold preconstruction conference at least one week prior to starting construction.
5. Install temporary gravel construction entrance as the first construction activity.
6. Improve crossing of UT to Yadkin River to allow for equipment and truck access.
7. Remove trees designated during preconstruction meeting to allow access to channel.
8. Begin installation of rip rap toe at the upstream location of the tie into existing bank.
9. Place non -woven geotextile as indicated in the typical section leaving enough width to wrap the fabric on the back of the rip rap.
10. Place the rip rap as indicated on the plans and as directed by the engineer or her delegate.
11. When the equipment can no longer reach from the top of the bank, install access ramp on bank behind the installed rip rap so no
active flow can reach the disturbed material. In lieu of building the ramp, a long reach excavator may be used.
12. Continue the rip rap toe to the tie at the downstream end of the project.
13. Wrap geotextile around back of rock toe.
14. Place fill material such that all new material is placed, compacted, seeded, mulched, and matted within the same day it is placed.
15. Begin to place fill material behind the rock toe which will act as a berm to protect newly placed fill from active flow.
16. When fill material reaches the elevation of the top of the rip rap toe, place woven coir matting backed by non -woven coir to create
a lift on top of the rock toe, as indicated on the plans.
17. Continue to place fill material to bankfull elevation.
18. Lime, fertilize, seed (temporary and permanent) and straw mulch all disturbed areas along channel as specified in construction
documents.
19.Secure matting with stakes as indicated on the plans.
20.Install remaining fill to existing grade at no more than 2:1 slope.
21.Lime, fertilize, seed (temporary and permanent) and straw mulch all disturbed areas along channel as specified in construction
documents.
22.Install matting to a minimum of 2' beyond the top of the bank.
23.Plant woody vegetation if soil and plant conditions permit.
24.AII erosion and sediment control practices will be inspected weekly and after each rainfall event. Needed repairs and
maintenance will be conducted immediately.
25.After site is stabilized, remove all temporary measures and install permanent vegetation on the road and staging area.
26.Estimated time before final stabilization shall be approximately 2 weeks.
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732 PHONE: [phone]
STREAMBANK STABILIZATION - YADKIN RIVER
4 - BISHOP REPAIR - CONSTRUCTION NOTES
CALDWELL COUNTY, NORTH CAROLINA
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
4
5
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 4
OF 8
FILENAME: BIHSOP_REPAIR-3-18-21.dwg

DIVERT FLOW FROM BANK
PRE DIG CHANNEL BED
FOR TOE WOOD
ANGLE OF FOUNDATION LOGS
15° TO 25°
MEASURED FROM THE CONVERGENCE
OF THE BANK TANGENT TO THE
INSIDE OF THE LOG TANGENT
FLOW
L
LOG 1
INSIDE OF LOG
TANGENT
❑❑p❑❑❑❑❑❑❑❑
16' LOG
as
as
CUT OFF SILL r
2 LOG WRAPPED WITH
GEO-TEXTILE FABRIC
PER ENGINEERS
ON -SITE INSTRUCTIONS
FOUNDATION LOGS
TOE WOOD STRUCTURE
BUILD IN 20 FT TO 30 FT SECTIONS
LOGS SHOULD BE NO
HIGHER THAN 50 %
OF WATER
80 % OF THE LOGS SHOULD
BE BEDDED BEHIND CHANNEL
PLACE ROOT WAD LOGS
CANTILEVERED OVER
FOUNDATION LOGS.
FOR 8 FT CHANNELS ROOT WADS
SHOULD EXTEND INTO THE
CHANNEL 2 FT
3 FT FOR 12 FT CHANNELS
DESIGN DETAILS ARE CREDITED TO
DR. DAVE ROSGEN WITH
WILDLAND HYDROLOGY
ROOT WAD LOGS
IF THERE ARE LOGS
WITHOUT ROOT WADS
PLACE THEM CLOSER TO
THE BANK.
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
STREAMBANK STABILIZATION - YADKIN RIVER
5 - BISHOP REPAIR TOE WOOD - DETAIL
CALDWELL COUNTY, NORTH CAROLINA
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
a
5
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 5
OF 8
FILENAME: ToeWood.dwg

PLACE FILLER MATERIAL
(SMALL LOGS, LIMBS,
TREE TOPS AND BRUSH)
PARALLEL TO ROOT WADS
FILLER MATERIAL
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
TOE WOOD STRUCTURE
BUILD IN 20 FT TO 30 FT SECTIONS
ADD TEMPORARY COUNTER
WEIGHT (I -BEAM ETC...)
TO SUBMERGE LOGS
DESIGN DETAILS ARE CREDITED TO
DR. DAVE ROSGEN WITH
WILDLAND HYDROLOGY
COUNTER WEIGHT
STREAMBANK STABILIZATION - YADKIN RIVER
6 - BISHOP REPAIR TOE WOOD - DETAIL
CALDWELL COUNTY, NORTH CAROLINA
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
a
5
`4 O
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 6
OF 8
FILENAME: ToeWood.dwg

ADD SHALLOW BACKFILL FROM
DRAINAGE MATERIAL CLEANED
OUT FROM THE CHANNEL
SHALLOW BACK FILL
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
TOE WOOD STRUCTURE
BUILD IN 20 FT TO 30 FT SECTIONS
REMOVE TEMPORARY WEIGHTS
AND PLACE CUTTINGS
DESIGN DETAILS ARE CREDITED TO
DR. DAVE ROSGEN WITH
WILDLAND HYDROLOGY
LAYER CUTTINGS
STREAMBANK STABILIZATION - YADKIN RIVER
7 - BISHOP REPAIR TOE WOOD - DETAIL
CALDWELL COUNTY, NORTH CAROLINA
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
a
5
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 7
OF 8
FILENAME: ToeWood.dwg

TOE WOOD STRUCTURE
BUILD IN 20 FT TO 30 FT SECTIONS
PLACE A SHALLOW
BACKFILL LAYER
OVER CUTTINGS
ANOTHER LAYER OF BACK FILL
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732
PHONE: [phone]
INSTALL SOIL LIFTS UP TO
BANKFULL STAGE
WITH LAYERS OF CUTTINGS PLACED
BETWEEN THE SOIL LIFTS
II -II :II :II —II_
1=11=11=11=11=1
II-11-11-11-11-1-
1=11=11=11=11=1=11- .
11�11�11�11�11�7�11.,
PROPOSED 111
i.
CHANNEL =t1:
11.1
1=11=II=11=11-11-11-11'
11=11=11=11=11=11=11#11#11-11-11
1=11=11=11=11=11=1=11=11=11=11=11
11=11=11=11=11=11=11#11#11=11=11=11
I=II=II=II=II=11=1=II=II=II=II=II=11=1.
11=11=11=11=11=11=11#11#11=11=11=11=11=.1,
1=11=11=11=11=11=1=II=11=11=11=11=11=11=11-
11=11=11=11=11=11=11#11#11=11=11=11=11=11=11-
1=11=11=11=11=11=1=11=11=11=11=11=11=11=11=11=11 '" 11-11—II=11
11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11 _ _-,1=11=11=11=11=II=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=
1=11=11=11=11=11=1=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11-11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=
11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=
1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=
11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=
1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=
11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=11=
I.=II.=II.=II.=II.=II=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11#11#11=11=11=11=11=11=11.=11.=11.=11.=11,=,.11,=,.11,=,11,=,11,=,.11.=,11=,11.=,11.=,1i 1i 1i 1i 1i
DESIGN DETAILS ARE CREDITED TO
DR. DAVE ROSGEN WITH
WILDLAND HYDROLOGY
n==1r
,11=11=n11=
ri==n=1r
d 41III
11n1111=
=11
,'" .' ,-1f11=11=11=11=11=11=11=11=11=11.
g/ =11=1f 1f 1f
� i1=n=n=.n=.n=n=1r
1111711-11-11.-11._-.11._-.11-
11111=IL I1
11__1 COIR II=
11= 11=11=11'WOODEN 11=11=I#II#II11=
„"II=11=:
r , .11-71-71-11-4—u—a—u—it
=11 1,11=11—II-11=11=11-11=11-11 .
1== -1-7I-7I—T-7I-11-1T71-d=11=11.=1=11-IIII=1 FABRIC 11=
11=11=11.
11=11=11:II
11=1I STAKES .11=11=
11=11= 11=11=11
11=11-11-11—II-11-1—11-11—
-:d=II=II=II=II=II=II=II=II=11=
1111=11—r,=11=11=11=11=11=11=11=11=11=
„-11=11=11=11=11=11=11#11#11=11=11=11=11=11=11=11=11=1f
11=11=1L"—""—"—"="="""=11=11=11=11=11=11=11=
" •11=11=11=11=11=11=11=110
1=11=11=11=11=11=11=11=
BANKFULL STAGE
CUTTINGS
II.
11= If-,. LOW FLOW Z�
1�11=11
—11—II-11 lT
STREAMBANK STABILIZATION - YADKIN RIVER
8 - BISHOP REPAIR TOE WOOD - DETAIL
CALDWELL COUNTY, NORTH CAROLINA
ROOT WAD LOG
BURRITO SOIL LIFTS
REVISIONS
NO
BY
DATE
DESCRIPTION
2
3
a
5
4.0
PROJECT #:
bishop, ty
SCALE: N/A
DRAWN BY:
RACHEL E. SMITH, PE
DATE: March 18, 2021
CHECKED BY:
DATE:
SHEET NO. 8
OF 8
FILENAME: ToeWood.dwg