20201633 Ver 1_Pre-Filing Meeting Request_20201029

ID#* 20201633
Version* 1
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 10/29/2020
....................................................................................................................................................................................................................................................................................................
Contact Name * Derek Shelton Goddard
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
[e-mail]
Stables at Heritage Farms, LLC Stream Restoration
Stables at Heritage Farms, LLC
Iredell
Street Address
117 Kelly Street
Address Line 2
aty
Statesville
Rbstal / Zip Code
28677
Is this a transportation project?* r Yes r No
State / Frovince / Region
NC
Country
United States
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.
The project seeks to stabilize and restore 445' of stream that is eroded and
degraded.
Please give a couple of dates you are available for a meeting.

12/3/2020
12/4/2020
Please attach the documentation you would like to have the meeting about.
HERTIAGE_STABLES_STREAM.pdf 13.02MB
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
Submittal Date 10/29/2020

THE STABLES AT HERITAGE FARMS, LLC
STREAM RESTORATION
UT TO WITHROW CREEK - YADKIN PEEDEE RIVER BASIN
tu
\ �rf
4 1
SITE LOCATION
FRENONBE�KROAD �\�
SITE
WINT p o l _ \'
wORI{RD o MAZEPPA ROAD
VICINITY MAP (NTS) USGS MAP (NTS) NORTH CAROLINA COUNTY MAP
1:24,000 (SHEPHERDS QUAD) (IREDELL COUNTY)
SHEETINDEX
C000 COVER SHEET
C100 STREAM PLAN & PROFILE
C101 IMPACT PLAN
C102 WATERS OF THE US
C103 USGS MAP
C900 DETAILS
C901 DETAILS
C902 DETAILS
C903 DETAILS
C904 DETAILS
CITY/TOWN: MOUNT ULLA, NC SITE COORDINATES: LATITUDE = 35.655994° N LONGITUDE _-80.772437° W
STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT
NUMBER
TYPE OF IMPACT
TEMPORARY/
PERMANENT
LENGTH
(LF)
#1
RESTORATION
PERMANENT
270
#2
PUMP AROUND
TEMPORARY
10
#3
PUMP AROUND
TEMPORARY
10
TOTAL
290
ENGINEER:
TOPOGRAPHIC SURVEY:
BREC, PA
BLUE RIDGE GEOMATICS, PA
1520 MEADOWVIEW DRIVE
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
WILKESBORO, NC 28697
LICENSE # C-3448
LICENSE: C-3576
PROPERTY ADDRESS:
192 FRENCH BECK ROAD
PARCEL ID: 4679-937-6887.00
MOUNT UCLA, NC 28125
w
w
J
LL
Dti
0
U
aINEEw I NNI I IWNMEN. L Q
U
izs ExecuTroE DRIVE -sulTEzzo Q
WILKESBORO, NC 2869] Q
336844 4088 Map/brea biz W
W
U z
� O
J
J Q
ILLLLu_ ~ w
w �
= cn
w
�w
O �
O Z
a<
� U
K
2 Q
111EET 6¢E.
IllE L�i2fi/G�LD
JECT NUMBHL 411 b�1L0�
wN ev. ,J EDWARDS
awEo ev. JCHURCH
SCALE.
NTS (FQ
(V)
SHEET
C000
© COPYRIGHT 2020 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.

THALWEG PROFILE
STATION
EXISTINW54"CMP
/ / _j
STRUCTURE TABLE
STATION
STRUCTURE
ELEVATION
-0+00.01'
HEAD OF RIFFLE
782.240,
0+29.84'
HEAD OF POOL
781.864'
0+67.10'
HEAD OF RIFFLE
781.564'
0+86.27'
HEAD OF POOL
781.322'
1+11.64'
HEAD OF RIFFLE
781.022'
1+30.12'
HEAD OF POOL
780.790'
1+63.44'
HEAD OF RIFFLE
780.490'
2+02.22'
HEAD OF POOL
780.000'
X� / / — / _ -` — _ _ \ EXISTING INLINE POND
/ ? \ 8 \\
// /i// //� — LIT TO WITHROW CREEK
CLASS183
Lu
Lu
Lu
J
d
O
O
oINEEw NNI IROWEN. L Q
1520 MEADOWRIEW DRIVE Q
W ILKESD0R0,NC2.11 Q
336844'o. M�p//br_L L.L.
„I Lu
CA U
¢............<'' Lu
¢� 9C = Lu
L - m
5
U)
NcIcW\ .
'OB/26/2020 z
Q
LU
J
d
icP�0R9rF : J
Q
;NCBELSNC340; C)
0
0
z
o
0
z
O
J
Q C/) <
J [IfO
co Q
11 w
N�a'
_ ~ w
[If [if
Lu F ---
= cn
o N
a
m a
�w
N LLz
�z
z
� U
d 2 Q
ET s¢E. 11"x1
WDEU�UED
�EDENDMaER 4bYW1zD�
DaAWM ev. ,1 EDWARDS
PPRWEDBY JDHURDH
ISCALE
°=20
r.=20' M
ISHEET
C100
©COPYRIGHT 2020 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.

J
J 'j
/'t/ i
EXISTING 54" CMP
IMPACT #1
270' PERMANENT
—\
—78.5
NO JURISDICTIONAL WETLANDS
WERE IDENTIFIED ON SITE.
Amu 'X� / ' — _ — _— _ ` — I EXISTING INLINE POND
IMPACT #346
10 TEMPORARY
PUMP AROUND
UT TO WITHROW CREEK
CLASSC183
78
Lu
Lu
Lu
J
d
O
O
oINEEw NNI I RON.EN. L Q
1520 MEMOWRIEW DRIVE Q
WILKESBORO, NO 2097 Q
33684440H hlip//—biz `LU
111III /l� Lu
CARS �� O
¢............<'' Lu
Lu
L - m
5
NcIcN\ . )
'OB/26/2020 z
Q
J
d
•••��OREC•P:4""% Lu
icP�0R9rtc : J
Q
;NCBELSNC340: C)
0
0
z
o
0
z
O
J
Q C/)co <
J O
11 w
co
_ ~ w
Of of
w P
= co
z
a a
U � U
o LL�
z
o z
� �z
� U
E,
ET s¢E. 11"X1/•
W1zU�Uzo
1EDENDMBE1 4bYW12M
Dll, Bv. ,1 EDWARDS
PPRWEDBY JUHURUH
11CALE
°=20
M
11HEET
C101
© COPYRIGHT 2020 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 $100,10 PER OFFENSE.

785
r \ / //e
EXISTING 54" CMP
� \ /�_/,'�� // I \ �� � // • \\ III\
/ /A
��/ r\�\\\1 / \ � � III •
EXISTING INLINE POND
=--c445'OFEXISTING \ 1\\�\ •
_ _ _ STREAM LENGTH
f"J / _ �� _ _ ON PROPERTY \ \\\\\
-,:p�\ •
\\\\
LIT TO WITHROW CREEK \ \ \ \ \ \ \ \ \ \\ \\\ \\ •
CLASS C
\ \ \ \\ \ _
Lu
Lu
Lu
J
d
O
O
oINEEw NNI I RON.EN. L Q
1520 MEMOWRIEW DRIVE Q
WILKESBORO, NO 2097 Q
33684440H hlip//—biz `LU
111III /l� Lu
CARS �� O
¢............<'' Lu
Lu
L - m
5
NcIcN\ . )
'OB/26/2020 z
Q
J
d
icP�0R9rtc : J
Q
?NCBELSNCd40: CA
C)
O
0
66
o
0
z
O
J
Q C/) <
J [If O
co Q
LL
cn
Lu
~i» c
_ ~ W
[If [if
Lu P
= cn
N
E
w JLL
oz
�z
� U
a is
PESTLE „X1�.
dECEN—En 4b9W120iU
JAPPROVED BY '1 EDWARDS
J CHURCH
11CALE
°=20
M
11HEE1
C102
© COPYRIGHT 2020 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 $100,10 PER OFFENSE.

H-
w
w
w
J
d
O
O
oINEEw ONMEN. L Q
1520 MEADOWRIEW DRIVE Q
WILKESBORO, NO 2S097 Q
33684440H hlip//—biz `LU
I, II III, L.L.
��N OAR�I O
W
Q v LL
_ � m
5
c c)
J)
OB/26/2020 Z
Q
J
........�,,
Lu
O�rF , Q
:NCBELSi1C.1448 O
,,pper� c/)
O
CD
66
o
a
0
U z
O
J
Q C/) <
J [IfO
co Q
NLu
11 w
_ ~ w
[If F."
w P
= cn
N
�w
o LL�
o z
a<
U
K
im 2 Q
ET s¢e 11"X1/
E. W126iZ)20
JECTN—ER 4b�1L0�
I'll,
Bv. JEDWARDS
10-11. JCHURCH
SCALE
NTS R
(V)
SHEET
C103
© COPYRIGHT 2020 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.

1
C900
LOG CROSS VANE - SINGLE DROP
FLOW , FLOW ,
1/3 1/3 1/:
ANKM17BANKFU RANI
W
FILTER FABRIC
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
BURIED IN
BANK
FOOTER LOG
LoA
HEADER LOG
BANKFULL
PLAN VIEW
NOTCH SHALL BE CUT
2" WIDER THAN THE
II'
r
II II'
12" MIN
DIAMETER OF THE LOG
TO FIT IN NOTCH
}LOG GENERAL NOTES:
DIA 1. CROSS LOGS SHOULD BE A MINIMUM OF 24" IN
CROSSLOG DIAMETER. VANE ARM LENGTH SHOULD BE A
BURIED IN MINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULD
BANK T BE RELATIVELY STRAIGHT AND OF A
I SIDE VIE (WIPOTCH HARDWOOD SPECIES.
-30°
FILTER FABRIC
_ BURIED IN
BANK 15-30°
PLAN VIEW OF NOTCH
BANKFULL ELEVATION HEADER LOG HEADER
/%/T�%, HEAD/2 LOGBANKFULL ELEVATION CROSS LOG BANKFU STREAMBED
RIAL 2- o,
fSC/%% / % / !/•
FOOTER LO STREAMBED
SECTION A -A
SECTION B-B
2. CROSS LOGS SHOULD BE BURIED INTO THE BANK
AT 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
20-
BACKFILL I
SELECT MATE
SINGLE STEP ROCK CROSS VANE
' 4OFPROPOSED '
BANKFULL WIDTH
KFULL
-E NOTE 7
OFPROPOSED
�OF PROPOSED
BANKFULL WIDT
30F PROPOSED
BANKFULL WIDTH
BANKFULL WIDTH
NO GAPS
BANKFULL
BE-RNEEN
ELEVATION
BOULDE
STREAMBED
ELEV. �/
/% FOOTERBOULDERS
%/
• / : i • \, WILL BE PLACED INTO
BE
TOP OF CENTER�STONES SET
THE SUBSTRATE
AT ELEVATION SHOWN ON
CROSS-SECTION A MINIMUM OF THE ROCK
LONGITUDINAL PROFILE
DIAMETER
SLOPE OFVANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5
FLOW
MAX OF 0.5'
HEADER
STONE // /• POOL ♦:
FOOTER
/i ; j�/ �� /STREAMBED
STONE %� ELEV.
FILTER FABRIC STEP ROCK
SECTION A -A
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHERAND 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.
STREAMBANK
BANKFULL ELEVATION
2 5 ° SANE SCOPE
FOOTERBOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B-B
H-
W
W
W
J
d
O
O
°INEEw NNI -N.EN. L Q
1620 MEADONMEW DRIVE Q
W LKESBORO, NS 286" Q
33684440. Mip// -biz `W
11111111 /l� W
CARp O
¢...........,�' W
¢� 9C = W
L - m
5
<'• �NGIN&E�:G'r:� �
NcIcN\�. �
'OB/26/2020 z
Q
d
•••��ORac
EC• P�,,% W
icP�0R9ric : J
Q
;NCBECID
LSNC3498; C)
CD
z
o
0
U z
O
J
Q C/) <
J [IfO
co Q
LJ_
Lu
C/) (D
_ ~ w
H [If [if
LU �
2 N
m a
0
�w
o LL�
m
o z
� as
U
a is
EE6ILE /v'xli.
�rzDa zo
EDEN6MBE1 4bwlzoa
I'll,
N Bv. J EDWARDS
a0VEO Bv. JCHURCH
SCALE
NTS (HI
(V)
SHEET.
C900
© COPYRIGHT 2020 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.

1
C902
BANKFULL
FEATHER -OUT
BANK
20 -30°
BACKFILL WITH A
SELECT MATERIAL
FILTER FABRIC —,
ROCK J-HOOK VANE - SINGLE DROP
ROCK SILL STONES
B BANKFULL ELEVATION
PLAN VIEW HEADER STONE
N(D.57 STONE
FILTER FABRIC
FOOTERSTONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
% HEADERSTONNFF
/ 1r1 BANKFULL
ELEVAT�O%/�///
// %STREAMBEELEVATIO
N
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 6LOPE STREAMBED 11
FOOTER BOULDERSNfLibE�Pc!�/
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETERle
SECTION B-B'
2 WATER FLOW LOG J-HOOK ROOTWAD COMBO - SINGLE DROP
C902 BANKFULL qNk I /
N{(A)/� 11.3
�������FTT
GAP
FEATHER F3 x D84
OUT BANK A A
20-30 DEG
BACKFILL WITH ROCK SILL
SELECT MATERIAL
GROUND SURFACE BANKFULL ELEVATION
FOOTER LOG HEADER
ROOT WAD BOULDER STREAMBANK
112 BANKFULL ELEVATION
ANCHOR BOULDER,` •r
FOOTERLOGS
TIED INTO �0 WILL BE PLACED INTO
THE EXISTING SUBTRATE JJ
STREAM BANK PLAN VIEW
AND SHALL BE A MINIMUM STREAMBED
OF THE 18" DIAMETER ELEVATION FOOTER BOULDER
BANFULL SECTION B-B
WIDTH
BANKFULL
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK SILL
HEADER LOG STREAM BED
FOOTERLOG ELEVATION
SECTION A -A
GENERAL NOTES:
1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE
114 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 213 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. 113 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 112 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.
H-
W
W
W
J
d
O
O
aw I NNI IR—ENr L Q
1520 MEADOWRIEW DRIVE Q
W LKESBORO, NS 2861 Q
33684440. h11p//breabiz W
wlilun, W
OqR�'�� O
..........., W
W
L - m
5 = H
sT�Nc.cN�¢•`` �
)
'OB/26/2020 z
Q
J
d
•••��ORac
EC' P�',,% W
icP�0R9ric : J
Q
;NCBELSNC340; C)
o :#P,: ~o
''••:?i ..0 c :•••' z
O
z
o
0
U z
O
J
Q C/) <
J F—
Q
Q Lu
Lu [If
C/) (D
_ ~ Lu
[If [if
LU P
_ C/)
m a
o J
�w
o LL�
m
o z
� as
U
K
is
EEeILE /v'xli.
JDAIE
�rzDa zo
1PROJECTNUMBER 4�=
WM Bv. ,l EDWARDS
JAPPROIE1 JCHURCH
11CALE
NTS (HI)
(V)
SHEET.
C901
© COPYRIGHT 2020 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.

1
C904
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 11N.
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (101N.) BELOW THE ROOT
COLLAR.
SQUARE CUT �\
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2" TO V DIAMETER) }4�
ANGLE CUT
30k45"
LIVE STAKE
3
C904
ail
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLANT NG)
il —1 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.
;�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
CHANNELTOE
PROPOSED
CHANNELTOE
PROPOSED BANKFULL
4. PULL HANDLE OF
5. PUSH HANDLE
6. LEAVE
BAR TOWARD
FORWARD FIRMING
COMPACTION HOLE
PLANTER, FIRMING
SOIL AT TOP.
OPEN. WATER
SOIL AT BOTTOM.
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.
2
C904
MEANDER
MEANDER
CONSTRUCTED LOG RIFFLE
A'
BKF STAGE
0
O
��
`�'�25� .
GENERAL NOTES:
1.
PLACE FABRIC ON THE UPSTREAM SIDE OF
THE MOST UPSTREAM LOG SILL IN THE
B
CONSTRUCTED RIFFLE
2.
BOULDERS SHALL BE USED TO ANCHOR
LOGS IF NEEDED
LOG CONSTRUCTED RIFFLE -SECTION B-B'
3.
IN LOW GRADIENT SANDBED SYSTEMS
TRANSPLANT AND SOD MATS MAYBE A
SUBSTITUTE FOR ANCHOR BOULDERS
4.
LOGS SILLS SHALL OVERLAP AND ANCHOR
THE LOG SILL DIRECTLY UPSTREAM
p
5.
THE LOG SILLS SHALL ALL BE DESIGNED
�.
TO BE SUBMERGED OR COVERED AT LOW
FLOWS.
p
6.
LOW FLOW IS CONSIDERED TO BE 1 CFS
PER DRAINAGE AREA IN COASTAL NC
TYPE 1 NON -WOVEN RIFFLE POCKET
POOL
A
GEOTEXTILE FABRIC
/
"10
FOOTERLOG
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.
GRAM COIR FIBER MATTING
BANKFULL
Z 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
LOG CONSTRUCTED RIFFLE- PROFILE A -A'
ROCK CONSTRUCTED RIFFLE - SECTION B-B'
MATTING STAKING VIEW
'"" 1­1 "OIR FIBER MATTING
LONG 1" x 2" WOOD STAKES w/ 2"
ALVANIZED ROOFING NAIL AT THE
OP TO HOLD MATTING
Lu
Lu
Lu
J
d
O
-NEE- NNI IBON.EN. L
1120 MEADOWVIEW DRIVE Q
WI LKESBORO, NO 28697 Q
3368444088 h11p//b_ I, w
wlilurq� Lu
c......ARp �� O
¢......<'' Lu
Lu
L - m
5
<'• �NGIN&E�:G'r:� �
NcIcN\ . )
'OB/26/2020 z
a
icp�0R9rF : J
Q
;NCBELSNC340: C)
~o
O
66
0
z
O
J
C/)co Of
J � O
Q
QIL w
co 0
_ H Lu
H Of ry
LU F ---
= co
0
�w
o LL�
o z
�z
a<
U
K
im is
ET s¢E. 11"x1
W1z6ia)z0
1PROJECTNUMBER 4�=
WM Bv. ,1 EDWARDS
RWEUBU RCH
11CALE
NTS (FI)
(V)
SHEET.
C902
© COPYRIGHT 2020 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.

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
SCIENTIFIC NAME
*BUTTONBUSH
CEPHALANTHUS OCCIDENTALIS
AMERICAN WITCH HAZEL
HAMAMELIS VIRGINIANA
*TAG ALDER
ALNUS SERRULATA
*CAROLINA WILLOW
SALIX CAROLINIANA
*ELDERBERRY
SAMBUCUS CANADENSIS
RED CHOKEBERRY
ARONIA ARBUTIFOLIA*
*SILKY DOGWOOD
CORNUS AMOMUIN
*SILKY WILLOW
SALIX SERICEA
WINTERBERRY
ILEX VERTICILLATA
*NINE BARK
PHYSOCARPUS
TREES
*/**BLACK WILLOW
SALIX NIGRA
**BLACKGUM
NYSSA SYLVATICA
**GREEN ASH
FRAXINUS PENNSYLVANICA
**RED MAPLE
ACER RUBRUM
**RIVER 31RCH
BETULA NIGRA
**SYCAMORE
PLANTANUS OCCIDENTALIS
**EASTERN HEMLOCK
TSUGA CANADENSIS
*SPECIES TO USE FOR LIVESTAKES
-TREES
TREES & SHRUBS
PER PLANS /-- WATER SURFACE
FLOODPLAIN BENCH
LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
E&SC TEMPORARY SEEDING SCHEDULE
MOUNTAINS
SEEDING DATES
SPECIES
RATE (lb/acre)
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
PI EDMONT
SEEDING DATES
SPECIES
RATE (lb/acre)
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 (lb/acre)
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
NECESSARYAT 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.
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
10
PANICUM CLANDESTINUM (DEER TONGUE)
10
JUNCUS EFFUSUS (SOFT RUSH)
10
CAREX VULPINOIDEA (FOX SEDGE)
10
SORGHASTRUM NUTANS (INDIAN GRASS)
10
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
VERNONIA GIGANTEA (GIANT IRONWEED)
5
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
RHUS TYPHINA (STAGHORN SUMAC)
5
VERBENA HASTATA (BLUE VERVAIN)
5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
APPLICATION:
APPLY AT A RATE OF 15LBS/ACRE.
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.
H-
W
W
W
J
d
O
O
aINEEw NNI IRON.EN. L Q
1520 MEADOWVIEW DRIVE Q
W LKESBORO, NO 2K97 Q
00,8 4o. hlrp//br biz W
wrilurq W
CARS �� O
¢ ..........., W
W
L - m
5
NcIcN\ . U)
'OB/26/2020 z
Q
d
•••��ORac
EC•P�*,% W
icp�0R9rF:': J
Q
;NCBELSNC340*- C)
~o
��''•*.Q%'1 CARS;.•`** Z
CD
o
0
U z
O
J
Q C6 <
J [If O
co Q
Q Lu
Lu [If
Cn CD
_ ~ Lu
H [If [if
LU P
2 C/)
0
�w
o LL�
m
o z
� as
U
EE91LE lv�xv.
�rz�a zo
1110JEITNI"IE1 a w/zoa
WM ev. JEDWARDS
ROAEDBv CHURCH
11CALE
NTS (FQ
M
11HEET
C903
© COPYRIGHT 2020 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.

1 PUMP AROUND
C906
r-AI—",,,, I- SANDBAGS
SECTION B-B'
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
30 MIL POLY
SANDBAGS
RIPRAP FLOW
DISSIPATOR----CHANNEL BEDNVORK AREA
PLAN
SECTION A -A'
30 MIL POLY
Lu
Lu
Lu
O
U
oINEEw NNI -N.EN. L Q
U
1520 MEMOWRIEW DRIVE Q
W LKESBORO, NS 2861 Q
336844 40. hlip//breabiz Lu
11111111 /l� Lu
U
Lu
Lu
L - m
5 = �
<'• �NGIN&E�:G'r:� �
NcIcN\ . U)
'OB/26/2020 z
Q
J
d
•••��OREC•P:4""% Lu
icP�0R9rtc : J
Q
;NCBELSNC340: U
0
66
o
a
0
U z
O
J
Q C/) <
J [IfO
co Q
11 w
_ ~ Lu
[If F."
Lu P
= cn
0
�w
o LL�
o z
a<
U
K
2 Q
ET s¢e 11 X1
111TE W126iZ)20
EDEN6MBE1 abwlzoa
WM ev. ,1 EDWARDS
ROKEDB1 jcHURCH
ISCALE
NTS (HI
(V)
SHEET
C904
© COPYRIGHT 2020 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.