20230109 Ver 1_More info received attached Maps_20230301

FLOYD STREAM RESTORATION
ROAN CREEK
li
SITE
HJ�1 - PROJECT LOCATIONr-
WYgg
VICINITY MAP (NTS) USGS MAP (NTS) NORTH CAROLINA COUNTY MAP
1:24,000 (JEFFERSON QUAD) (ASHE COUNTY)
SHEETINDEX
ENGINEER: TOPOGRAPHIC SURVEY: C000 COVER SHEET
C100 OVERALL PLAN
BREC, PA BLUE RIDGE GEOMATICS, PA C101 PLAN & PROFILE
1520 MEADOWVIEW DRIVE 1520 MEADOWVIEW DRIVE C102 PLAN & PROFILE
WILKESBORO, NC 28697 WILKESBORO, NC 28697
LICENSE # C-3448 LICENSE: C-3576 C103 PLAN &PROFILE
#3 LIMPAROUND
PROPERTY ADDRESS: C104 PLAN &PROFILE
HWY 88 PARCEL ID: 09338 335 C105 TABLES &SECTIONS
JEFFERSON, NC C106 WATERS OF THE US
C107 IMPACT PLAN
USDA - NRCS NUMBER C108 USGS MAP
EQUP 2018 744532190Z8
C900 DETAILS
C901 DETAILS
C902 DETAILS
C903 DETAILS
C904 DETAILS
JUSTIN C. CHURCH, PE
TSP 11-7806
CITY/TOWN: JEFFERSON, NC SITE COORDINATES: LATITUDE = 36.402505' N LONGITUDE _-81.392150' W
STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT # TYPE OF IMPACT LENGTH (FT)
#1 PUMP AROUND 10.00
#2 STREAM RESTORATION 946
10.00
WETLAND IMPACT TABLE (NATIONWIDE 27)
P
#4 STREAM CROSSING 12.00
TOTAL 978.00
TOTAL 0.00
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EXISTING
CROP FIELD \ \
STRUCTURE LEGEND
SINGLE DROP SINGLE DROP
J-HOOK fy
CROSS VANE
SEE DET. 1-2/C901 SEE DET. 1-2/C900
WETLAND #1 \
Ili � IIIIIIlIIIIIl�I I<l�II
l >4' STREAM CROSSING
\ \ VMS
OWNER: TDJK, LLC
PARCEL ID: 09338 335
DEED BOOK/PAGE: 374/402
ACREAGE: 14.498 ACRES
ROAN CREEK
CLASS: WS-IV; TR:+ J 1 \
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— — PROPERTY LINE
— — — 100 — — — EXISTING CONTOURS
0 0_1 PROPOSED CONTOURS
X EXISTING FENCE
EXISTING THALWEG
NOTES
1. ALL STREAMS WILL BE EXCLUDED FROM
LIVESTOCK.
2. BUFFER WIDTHS ARE MIN. 10' UP TO 25'.
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ENTERLINE PROFILE
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STRUCTURE TABLE
STATION
STRUCTURE
ELEVATION
0+00.00
BEGINNING
2701.50
0+54.81
HEAD OF POOL
2700.92
0+98.60
HEAD OF RIFFLE
2700.62
1+29.21
HEAD OF POOL
2700.14
1+72.06
HEAD OF RIFFLE
2699.84
TYP. POOL PROFILE
2+02.07
HEAD OF POOL
2699.37
2+46.48
HEAD OF RIFFLE
2699.07
STATION
-0+11 25
0+11 00 0+ 5
2+80. 03
HEAD OF POOL
2698.55
1
10
3+22.79
HEAD OF RIFFLE
2698.25
3+52.29
HEAD OF POOL
2697.79
3+95.40
HEAD OF RIFFLE
2697.49
4+28.67
HEAD OF POOL
2696.97
m
4
4+73.70
HEAD OF RIFFLE
2696.67
y
5+04.28
HEAD OF POOL
2696.19
0
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5+47.43
HEAD OF RIFFLE
2695.89
z
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5+82.02
HEAD OF POOL
2695.35
4.0
6+27.38
HEAD OF RIFFLE
2695.05
6+63.85
HEAD OF POOL
2694.48
-1
-10
7+02.50
HEAD OF RIFFLE
2694.18
-0+25
0+00 0+25
7+34. 90
HEAD OF POOL
2693.68
7+78.93
HEAD OF RIFFLE
2693.38
8+08.72
HEAD OF POOL
2692.91
8+51.80
HEAD OF RIFFLE
2692.61
TYP. RIFFLE PROFILE
8+83.31
HEAD OF POOL
2692.12
STATION
9+28.31
1HEADOFRIFFLE
2691.82
-0+11 25
0+11 00 0+ 5
1
10
9+65.11
END
2691.25
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© COPYRIGHT 2023 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 SPEC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

/ ` \ UT #1
/
WETLAND #1
a
N OWNER: TDJK, LLC
PARCEL ID: 09338 335
DEED BOOK/PAGE: 374/402
ACREAGE: 14.498 ACRES
/
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/ EXISTING J r
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Ir
/ ROAN CREEK
CLASS: WS IV; TR+
TUl t �
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HWy88 EAST
80
STREAM TABLE
NAME
LENGTH (FT)
ROAN CREEK
946.00
UT #1
282.00
TOTAL
1228.00
WETLAND TABLE
NAME
ACRES
WETLAND #1
0.13
TOTAL
0.13
80 160
* A
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© COPYRIGHT 2023 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 BRED, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

STREAM IMPACT #3
PUMP AROUND =10Q
UT #1
l
tl
1
STREAM IMPACT #4
STREAM CROSSING =12'
Nil —1 \
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\ 1 11 Illill lll� �
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'STREAM CROSSING
EXISTING \
CROP FIELD \ \ \ _j ( ��
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STREAM IMPACT #2
STREAM RESTORATION = 946'
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ROAN CREEK
CLASS: WS-IV; TR:+ J
J
OWNER: TDJK, LLC
PARCEL ID: 09338 335
DEED BOOK/PAGE: 374/402
ACREAGE: 14.498 ACRES
L j
\ HWy gg EAST — _\
STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT # I TYPE OF IMPACT I LENGTH (FT)
#1
PUMP AROUND
10.00
#2
STREAM RESTORATION
946
\
#3
PUMP AROUND
10.00
\
#4
STREAM CROSSING
12.00
TOTAL
978.00
WETLAND IMPACT TABLE (NATIONWIDE 27)
�F_
TOTAL
0.00
'
\ I > V�\\\\\<
\ STREAM IMPACT #1 \.\
PUMP AROUND = 10'IN
80
160
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1
C900
FILTER FABRIC
LOG CROSS VANE - SINGLE DROP
FLOW , FLOW
1/3 1 1/3 1 1/3
NOTCH SHALL BE CUT
2" WIDER THAN THE
r 12" 111 DIAMETER OF THE LOG
II' II .III TO FIT IN NOTCH
LOG GENERAL NOTES:
MINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULD
DIA � 1. CROSS LOGS SHOULD BE A MINIMUM OF 24" IN
CROSS LOG DIAMETER. VANE ARM LENGTH SHOULD BE A
BURIED IN
BANK T BE RELATIVELY STRAIGHT AND OF A
I SIDE VIE I'MMOTCH HARDWOOD SPECIES.
2
C900
FILTER
20-
BACKFILL'
SELECT MATE
SINGLE STEP ROCK CROSS VANE
' }OFPROPOSED '
BANKFULL WIDTH
KFULL
-E NOTE 7
BACKFILL WIAT
2. CROSS LOGS SHOULD BE BURIED INTO THE BANK
SELECT MATERI1 °-30° AT A MINIMUM OF 10'.
3. VANE ARM LOGS SHOULD BE BURIED INTO THEOF PROPOSED
OF PROPOSED OF PROPOSED
BANK AT A MINIMUM OF 5'. � BANKFULL WIDT �FILTER FABRIC BANKFULL WIDTH BANKFULL WIDTH
BURIED IN FILTER FABRIC4. NAIL FILTER FABRIC ON TOP OF FOOTER LOG
BANK BURIED INUSING 3" 10d GALVANIZED COMMON NAIL ON 2'
SPACING ALONG THE LOG.
FOOTERLOG BANK 15-30' 5. SET ELEVATION OF THE TOP OF LOG'S CROSS NO GAPS
PIECE TO THE INVERT ELEVATION OF THE BANKFULL BETWEEN
STREAMBED. ELEVATION BOULDE
PLAN VIEW OF NOTCH 6. NOTCH IS FORMED BY MAKING CUTS WITH A
CHAINSAW 1-2" APART AND THEN KNOCKING OUT
SECTIONS WITH A CHISEL AND HAMMER.
BANKFULL ELEVATION 7. ANGLE OF NOTCH SHOULD MATCH ANGLE STREAMBED
BETWEEN LOG ARMS OF CROSSVANE AND FOOTER BOULDERS
HEADER LOG HEADER LOG HEADER ELEV. ./ • , / ,
�� L ELEVATION CROSS LOG BANKFU STREAMBED STREAMBANK. WILL BE PLACED INTO
ERIAL 2� tl1 - 8. UPSTREAM SIDE OF THE VANE STRUCTURE TO FILTER FABRIC SHALL BE PLACED ON THE TOP OF CENTER }STONES SET THE EXISTING SUBSTRATE
• AT ELEVATION SHOWN ON CROSS-SECTION A MINIMUM OF THE ROCK
PREVENT WASHOUT OF SEDIMENT THROUGH LONGITUDINAL PROFILE DIAMETER
C / / / g/ / / / BOULDER GAPS. FILTER FABRIC SHALL EXTEND
�OOTER LO , STREAMBED Li �G FROM THE BOTTOM OF THE FOOTER BOULDER
TO THE FINISHED GRADE ELEVATION AND
SECTION A -A SECTION B-B SHALL BE PLACED THE ENTIRE LENGTH OF THE
STRUCTURE.
SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5
FLOW
HEADER AX OF 0.5'
STONE / POOL
FOOTER' / . //� , / STREAMBED
ELEV.
STONE 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
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.
STREAMBANK
BANKFULL ELEVATION
ANf SCOpE
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B-B
1520 MEADOMIEW DRIVE
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00PYRIGHT 2023 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
C901
BANKFULL
FEATHER -OUT
BANK
2 -30°
BACKFILL WITH A
SELECT MATERIAL
FILTER FABRIC —
ROCK J-HOOK VANE - SINGLE DROP
ROCK SILLf-I J-HOOK STONES
B BANKFULL ELEVATION
PLAN VIEW / HEADER STON /
N0.57 STONE '�
FILTER FABRIC
FOOTER STONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
HEADER STOq� BANKFULL
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�iV1Lt
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETER
SECTION B-B'
2 WATER FLOW LOG J-HOOK ROOTWAD COMBO - SINGLE DROP
C901 BANKFULL A113
m3/
NI( 1/3
' NK
GAP
FEATHER F 3xD84
OUT BANK A A
20-30 DEG -
BACKFILL WITH ROCK SILL
SELECT MATERIAL
FOOTERLOG HEADER GROUND SURFACE BANKFULL ELEVATION
ROOT WAD BOULDER il` STREAMBANK
2 °-5%S 1/2 BANKFULL ELEVATION
ANCHOR BOULDER
FOOTER G
PLACEDNT fi J
TIED INTO m WILL BE PLACED INTO
THE EXISTING SUBTRATE s `
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 u
ROCK SILL
HEADER LOG
FSTREAM BED
OOTERLOG
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. 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 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.
1520 MEADOMIEW DRIVE
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© COPYRIGHT 2023 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
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
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2" TO 1" DIAMETER)
ANGLE CUT
30A-45A
LIVE STAKE
2
C902
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO FT. BEYOND BANKFULL
7A
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES --a 41
L EXISTING/PROPOSE
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"
11
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 0 1 M
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 end of crossing to prevent
surface runoff from entering the crossing
Anchor post
Min. dia. 5"
Line post
Min. dia. 3 1/2"
See Toe/ \�
Trench Detail
Fabric Filter Cloth
Must meet NRCS Material Spec. 592
Stream Crossing Cross -Section
Looking Downstream
Bottom width: ft.
Left ramp: ft. long, slope (% or H:V)
Right ramp: ft. long, slope (0/6or H:1)
Crossing surface width (parallel to flow): ft.
Surface Material & Thickness:
Existing stream channel
— Bottom width should —
match stream bottom width
Staples
5 foot O.C.
See Detail
Fence Post
Fencing must meet Break Away
Wire Fence Construction Specification
20'/
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.
S am Crossing Plan Vie�slopes
ofbank
3:1 Cut slope Stream bottom
ction
See Toe
Trench Detail
Let ramp
Bottom o crossing
Right ramp
—
See Fabric
See Fabric
— — Lapping Detail— — —
— — —
— — Trenching Detail
3:1 Cut slope
3:1 Cut slope
Caution 578 - Stream Crossing (Ford Type) USDA-NRCS North Carolina
Before beginning excavation check
for underground and overhead
utilities
Call 811 Frotlecerp Fame Name snaal_a_ e�w ors
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
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
S TYP.
OVERLAR�
MINE
MATTING STAKING VIEW
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
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ENGINEERING I PANNING I ENVI­
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© COPYRIGHT 2023 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
*I**BLACK WILLOW
SALIX NIGRA
'*RED MAPLE
ACER RUBRUM
'*RIVER BIRCH
BETULA NIGRA
**SYCAMORE
PLANTANUS OCCIDENTALIS
*SPECIES TO USE FOR LIVESTAKES
'*TREES
TREES & SHRUBS
PER PLANS WATER SURFACE
FLOODPLAIN BENCH LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
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.
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
PIEDMONT
SEEDING DATES
SPECIES
RATE (lb/ave)
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 (Ib/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
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.
1520 MEADOMIEW DRIVE
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