20221355 Ver 1_Design/Maps/Site Plans_20231220

WNCSI — REYNOLDS CRAB CREEK AND SHOAL CREEK STREAM RESTORATION
HENDERSON COUNTY - NORTH CAROLINA
NCDWR WQC#: 2022-1355
LANDOWNER
MELISSA MATHEWS
[phone]
[e-mail]
PROJECT MANAGER
RESOURCE INSTITUTE, INC.
No
ALAN WALKER
PROJECT MANAGER
x�souxcE
[e-mail]
INSTITUTE
ENGINEER
JENNINGS ENVIRONMENTAL PLLC
GREG JENNINGS, PhD, PE
Jennings
PRESIDENT
Environmental
[phone]
[e-mail]
SURVEYOR
PILOT SE, INC.
PILOT
CORY GEORGE, PE, PLS
PRESIDENT
°R"`"'"`""°`""
[e-mail]
[phone]
SHEET INDEX
COVER SHEET
0.1
PROJECT NOTES AND SPECIFICATIONS
0.2
NCG01 CONSTRUCTION GENERAL PERMIT
0.3 - 0.4
STREAM MORPHOLOGY SUMMARY
0.5
PROJECT OVERVIEW
0.6
DESIGN CHANNEL SECTIONS
1.1 - 1.3
DESIGN PLAN AND PROFILE
2.1 - 2.3
DESIGN DETAILS
3.1 - 3.14
RE -VEGETATION PLAN
4.1 - 4.3
1= PROJECTARE4 -
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NRCS DESIGN CERTIFICATION:
"TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,
SEAL - JUDGMENT, AND BELIEF, THESE PLANS MEET APPLICABLE
n /FP454 E NRCS STANDARDS AND PERMITTING REQUIREMENTS. "
FNGINE�� �� GREG JENNINGS, PHD, PE
PRESIDENT JENNINGS ENVIRONMENTAL PLLC
FINAL DRAWING — APRIL 17, 2023
RELEASED FOR CONSTRUCTION
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
AS NOTED
H.D.: NAD83
V.D.: NAVD88
JE PID:4314
0A

CRAB CREEK MORPHOLOGY SUMMARY
•
Drainage Area: 6.5 sq mi = 4100 ac
Existing
Proposed
Proposed Ranges el
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b/
Measured at typical pool
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Attach velocity and discharge calculations
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a/ Bank height divided by Bankfull Depth measured
at same section
Y
e/ Channel two times the Max.
Bankfull Depth divided
by the Bankfull Width
width measured at
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11"
x 17"
NTS
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
0.5
1. Stream Type
G4c
C4
C4
2. Bankfull Area - Sq Ft a/
128
64
60 - 70
3. Bankfull Width - Ft a/
32
32
21 - 23
4. Avg Bankfull Depth - Ft a/
4.0
2.0
1.9 - 2.1
5. Maximum depth - Ft a/
5.0
2.5
2.4 - 2.6
6. Estimated Bankfull Velocity (ft/sec) `/
7.9
5.0
4.5 - 5.5
7. Estimated Bankfull Discharge (cu.ft/sec)
1010
317
300 - 350
8. Width/Depth Ratio -Range
8.0
16.0
15 - 17
9. Floodprone Width - ft
40
200
180 - 300
10. Entrenchment Ratio e/
1.3
6.3
5 - 10
11. Bank Height Ratio d/
2.0
1.0
1.0 - 1.1
12. Sinuosity
1.10
1.20
1.1 - 1.3
13. Avg Water Surface Slope - Ft/Ft
0.0070
0.0070
0.006 - 0.009
14. Riffle Slope - Ft/Ft
0.010
0.014
0.010 - 0.020
15. Riffle Length (Range) - Ft
30.0
55.0
40 - 70
16. Max depth pool - Ft b/
6.0
4.0
3.5 - 5
17. Pool to Pool Spacing (Range)- Ft
100 - 200
140 - 160
140 - 160
18. Pool Length (Range) - Ft
90
80 - 120
80 - 120
19. Inner Berm Area - Sq Ft a/
50
16
12 - 20
20. Inner Berm Width - Ft a/
20
16
12 - 20
21. Avg Inner Berm Depth - Ft a/
1.0
1.0
0.8 - 1.2
22. Inner Berm maximum depth - Ft a/
1.5
1.5
1.0 - 1.8

^ kEj=3Ej[=kEE=En=j o - as
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SCALE 1" = 80'
EXISTING SITE FEATURES
PARCEL BOUNDARY
— R/W — NC DOT RIGHT OF WAY
----3To---- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
CSHEET 2.2
CRAB
�REEX ST
A S+pp TO 9+3S
9
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EXISTING SITE FEATURES
EXISTING STREAM
� EXISTING CULVERT
? EXISTING SIGNIFICANT TREE
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STANDARD LINES AND SYMBOLS
DESIGN SITE FEATURES
310 DESIGN MAJOR CONTOUR
DESIGN MINOR CONTOUR
DESIGN GRADING LIMITS
FPT DESIGN FLOODPLAIN TOE OF SLOPE
DESIGN STREAM FEATURES
1+00
otoo
---. 11
DESIGN STREAM BANKFULL
----- DESIGN STREAM CENTERLINE
DESIGN NATIVE RIFFLE (NR)
® DESIGN CONSTRUCTED RIFFLE (CR)
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DRAWING
DESIGN STREAM FEATURES
DESIGN CHANNEL PLUG
DESIGN TOE WOOD (TW) PROTECTION
DESIGN LOG J-HOOK VANE (UV)
DESIGN BOULDER J-HOOK VANE (BJV)
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
1" = 150'
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
0,6

DESIGN CENTERLINE
ALIGNMENT
DESIGN CHANNEL SECTION
SPECIFICATIONS
1. CONSTRUCT THE DESIGN CHANNEL SECTION TO THE LINES,
ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS AND
DETAILS.
2. CHANNEL CONSTRUCTION WORK SHALL BE IMPLEMENTED
BY FIRST GRADING THE FLOODPLAIN ADJACENT TO THE
CHANNEL TO THE DESIGN ELEVATIONS AND GRADES
SPECIFIED IN THE DRAWINGS AND DETAILS. THE DESIGN
CHANNEL SHALL THEN BE EXCAVATED TO THE DESIGN
CHANNEL GEOMETRY AND PROFILE. THIS CHANNEL WORK
SHALL BE DONE WITH LOW GROUND PRESSURE TRACK
EQUIPMENT. DRAWINGS PROVIDE DIMENSIONS, ELEVATIONS
AND SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL.
THE THALWEG (CENTERLINE) CAN FIRST BE EXCAVATED TO
THE ELEVATION SPECIFIED IN THE PROFILE. EXCAVATION OF
THE SIDE SLOPES AND FINE GRADING OF THE CHANNEL
SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING
OR DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO
BUILD THE CHANNEL SHALL BE CONSIDERED INCIDENTAL TO
CONSTRUCTION.
3. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE
DIMENSIONS SHOWN IN THE DESIGN CHANNEL SECTION
DETAIL ON THIS SHEET. ELEVATIONS AND DEPTHS SHALL BE
CONSTRUCTED TO WITHIN 0.1' (VERTICAL). CHANNEL
WIDTHS AND OTHER HORIZONTAL (X,Y) DIMENSIONS SHALL
BE WITHIN 0.2'.
4. IF THE EXISTING FLOODPLAIN IS LESS THAN 0.2' HIGHER
THAN THE DESIGN BANKFULL ELEVATION, IT IS NOT
NECESSARY TO GRADE THE FLOODPLAIN TO THE FLOODPLAIN
TO THE ELEVATIONS AND GRADES IN THE DRAWINGS.
5. IN -STREAM STRUCTURES SHALL BE INSTALLED AS THE
CHANNEL IS BEING CONSTRUCTED. INSTREAM STRUCTURES
SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE
WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN THE
DRAWINGS AND DETAILS. THE FINISHED STRUCTURE SLOPES
AND ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE
DRAWINGS AND DETAILS.
6. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED
STREAMBANKS TO 3.0' (MIN.) BEYOND THE BANKFULL
STAG E.
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING GROUND
PER PLAN
DESIGN GRADE
32.4'
DESIGN BANKFULL
STAGE _
2$
I~ 14.4'
CRAB CREEK R1
STA 2+28 TO 6+24
DESIGN RIFFLE
25.9'
DESIGN BANKFULL
STAGE
\
POlNTggH \
TIE TO EXISTING GROUND 6:1 \
\
PER PLAN \ I~ 14.4'
DESIGN GRADE
DESIGN CENTERLINE
ALIGNMENT
42.1'
16.2'
CRAB CREEK R1
STA 2+28 TO 6+24
DESIGN POOL
MAX DEPTH AT CENTER OF
RIFFLE CROSS-SECTION
3.2' a/
RIFFLE DESIGN SECTION AT
DOWNSTREAM P.T.
WIDTH VARIES PER
PLAN
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FLOODPLAIN x u o T
aJa�
vQix°'u
TIE TO EXISTING/a
GROUND PER PLAN
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING GROUND
PER PLAN
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
NTS
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
1.1

DESIGN CENTERLINE
ALIGNMENT
DESIGN CHANNEL SECTION
SPECIFICATIONS
1. CONSTRUCT THE DESIGN CHANNEL SECTION TO THE LINES,
ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS AND
DETAILS.
2. CHANNEL CONSTRUCTION WORK SHALL BE IMPLEMENTED
BY FIRST GRADING THE FLOODPLAIN ADJACENT TO THE
CHANNEL TO THE DESIGN ELEVATIONS AND GRADES
SPECIFIED IN THE DRAWINGS AND DETAILS. THE DESIGN
CHANNEL SHALL THEN BE EXCAVATED TO THE DESIGN
CHANNEL GEOMETRY AND PROFILE. THIS CHANNEL WORK
SHALL BE DONE WITH LOW GROUND PRESSURE TRACK
EQUIPMENT. DRAWINGS PROVIDE DIMENSIONS, ELEVATIONS
AND SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL.
THE THALWEG (CENTERLINE) CAN FIRST BE EXCAVATED TO
THE ELEVATION SPECIFIED IN THE PROFILE. EXCAVATION OF
THE SIDE SLOPES AND FINE GRADING OF THE CHANNEL
SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING
OR DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO
BUILD THE CHANNEL SHALL BE CONSIDERED INCIDENTAL TO
CONSTRUCTION.
3. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE
DIMENSIONS SHOWN IN THE DESIGN CHANNEL SECTION
DETAIL ON THIS SHEET. ELEVATIONS AND DEPTHS SHALL BE
CONSTRUCTED TO WITHIN 0.1' (VERTICAL). CHANNEL
WIDTHS AND OTHER HORIZONTAL (X,Y) DIMENSIONS SHALL
BE WITHIN 0.2'.
4. IF THE EXISTING FLOODPLAIN IS LESS THAN 0.2' HIGHER
THAN THE DESIGN BANKFULL ELEVATION, IT IS NOT
NECESSARY TO GRADE THE FLOODPLAIN TO THE FLOODPLAIN
TO THE ELEVATIONS AND GRADES IN THE DRAWINGS.
5. IN -STREAM STRUCTURES SHALL BE INSTALLED AS THE
CHANNEL IS BEING CONSTRUCTED. INSTREAM STRUCTURES
SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE
WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN THE
DRAWINGS AND DETAILS. THE FINISHED STRUCTURE SLOPES
AND ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE
DRAWINGS AND DETAILS.
6. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED
STREAMBANKS TO 3.0' (MIN.) BEYOND THE BANKFULL
STAG E.
WIDTH VARIES PER
PLAN
FLOODPLAIN
DESIGN BANKFULL
STAG E
?q 1
TIE TO EXISTING GROUND
PER PLAN
DESIGN GRADE
36.4'
16.4'
3.6' /1
ti8
MAX DEPTH AT CENTER OF
RIFFLE CROSS-SECTION
CRAB CREEK R2
STA 6+24 TO 9+16
DESIGN RIFFLE
25.9'
DESIGN BANKFULL
STAG E
TIE TO EXISTING GROUND 6:1 \ \
PER PLAN \ f 16.4'
DESIGN GRADE
42.1'
16.2'
— — — — _L---­;�---
9.1'
DESIGN CENTERLINE
ALIGNMENT
CRAB CREEK R2
STA 6+24 TO 9+16
DESIGN POOL
3.6'
1
RIFFLE DESIGN SECTION AT
DOWNSTREAM P.T.
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING
GROUND PER PLAN
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING GROUND
PER PLAN
FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
NTS
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
1.2

DESIGN CHANNEL SECTION
SPECIFICATIONS
1. CONSTRUCT THE DESIGN CHANNEL SECTION TO THE LINES,
ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS AND
DETAILS.
2. CHANNEL CONSTRUCTION WORK SHALL BE IMPLEMENTED
BY FIRST GRADING THE FLOODPLAIN ADJACENT TO THE
CHANNEL TO THE DESIGN ELEVATIONS AND GRADES
SPECIFIED IN THE DRAWINGS AND DETAILS. THE DESIGN
CHANNEL SHALL THEN BE EXCAVATED TO THE DESIGN
CHANNEL GEOMETRY AND PROFILE. THIS CHANNEL WORK
SHALL BE DONE WITH LOW GROUND PRESSURE TRACK
EQUIPMENT. DRAWINGS PROVIDE DIMENSIONS, ELEVATIONS
AND SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL.
THE THALWEG (CENTERLINE) CAN FIRST BE EXCAVATED TO
THE ELEVATION SPECIFIED IN THE PROFILE. EXCAVATION OF
THE SIDE SLOPES AND FINE GRADING OF THE CHANNEL
SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING
OR DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO
BUILD THE CHANNEL SHALL BE CONSIDERED INCIDENTAL TO
CONSTRUCTION.
3. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE
DIMENSIONS SHOWN IN THE DESIGN CHANNEL SECTION
DETAIL ON THIS SHEET. ELEVATIONS AND DEPTHS SHALL BE
CONSTRUCTED TO WITHIN 0.1' (VERTICAL). CHANNEL
WIDTHS AND OTHER HORIZONTAL (X,Y) DIMENSIONS SHALL
BE WITHIN 0.2'.
4. IF THE EXISTING FLOODPLAIN IS LESS THAN 0.2' HIGHER
THAN THE DESIGN BANKFULL ELEVATION, IT IS NOT
NECESSARY TO GRADE THE FLOODPLAIN TO THE FLOODPLAIN
TO THE ELEVATIONS AND GRADES IN THE DRAWINGS.
5. IN -STREAM STRUCTURES SHALL BE INSTALLED AS THE
CHANNEL IS BEING CONSTRUCTED. INSTREAM STRUCTURES
SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE
WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN THE
DRAWINGS AND DETAILS. THE FINISHED STRUCTURE SLOPES
AND ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE
DRAWINGS AND DETAILS.
6. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED
STREAMBANKS TO 3.0' (MIN.) BEYOND THE BANKFULL
STAG E.
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING GROUND
PER PLAN
DESIGN CENTERLINE
ALIGNMENT
23.6'
DESIGN BANKFULL
STAGE
_ _ _ _
-
_
_ _ _ __ 9' _ _ as _
_I
DESIGN GRADE
MAX DEPTH AT CENTER OF
RIFFLE CROSS-SECTION
SHOAL CREEK
STA 0+00 TO 2+09
DESIGN RIFFLE
18.9'
DESIGN BANKFULL
— — - ___ _ STAGE
POINT gqR \
6;1 \
30.7'
11.8'
1.91
TIE TO EXISTING GROUND \ 13.0'
PER PLAN — — — — — — —�
DESIGN GRADE
DESIGN CENTERLINE
ALIGNMENT
SHOAL CREEK
STA 0+00 TO 2+09
DESIGN POOL
WIDTH VARIES PER -
PLAN
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FLOODPLAIN • ,°J,
i Zom
1
TIE TO EXISTING a
GROUND PER PLAN ^ a
WIDTH VARIES PER
PLAN
FLOODPLAIN
TIE TO EXISTING GROUND
PER PLAN
RIFFLE DESIGN SECTION AT
DOWNSTREAM P.T.
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
NTS
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
1.3

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2135 -
2130 -
2125 -
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2115 -
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SEE DETAIL SHEET 3.9
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
1" = 40'
H.D.: NAD83
V.D.: NAVD88
A PID: 4314
2.1
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PLUG AND FILL OLD CHANNEL
SEE DETAIL SHEET3.9
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- 2115
FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
1" = 40'
H.D.: NAD83
V.D.: NAVD88
A PID: 4314
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GRADING LIMITS ' \/`~///\\22.30,
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SEE DETAIL SHEET 3.9 / a ay1� ' �� .00 —1
GRADING LIMITS
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DRAWING
REVISIONS
2125 2125
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2120 2120 DATE: 04/17/2023
PLOT SIZE: 11" x 17"
mmm
H.D.: NAD83
V.D.: NAVD88
2115 12115
lE PID: 4314
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21102110 I2.3
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■■■■■■
■■■■■■

ZONE 2: BUFFER RE-ESTABLISHMENT
3.0' FROM TOP OF BANK TO 20.0' FROM TOP OF BANK
MINIMUM TWO (2) ROWS OF WOODY PLANTINGS
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ZONE 2: BUFFER RE-ESTABLISHMENT °po00�O 0p0 O°OpOpo0
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GENERAL RE -VEGETATION NOTES
ZONE 1: STREAMBANK
FROM TOE OF CHANNEL TO 3.0' BEYOND TOP OF BANK
ZONE 1: STREAMBANK NOTES
ZONE 3: POLLINATORS SEEDING NOTES
1. FINAL VEGETATION SPECIES SELECTION MAY CHANGE DUE TO REFINEMENT OR SPECIES 6. LIVESTAKES AND HERBACEOUS PLUGS LISTED IN THE PLANTING SCHEDULE SHALL BE WOODY SPECIES LISTED IN THE PLANTING SCHEDULE SHALL BE PLANTED IN OFFSET ROWS AT A
AVAILABILITY AT THE TIME OF PLANTING. SPECIES SUBSTITUTIONS WILL BE COORDINATED PLANTED IN OFFSET ROWS AT A DENSITY OF 4,840 STEMS PER ACRE (3.0' O.C.) FROM TOE DENSITY OF 440 STEMS PER ACRE (10.0' O.C.) FROM 3.0' TO THE PLANTING LIMITS. A MIMIMUM
BETWEEN THE LANDOWNER, ENGINEER AND PLANTING CONTRACTOR PRIOR TO THE OF THE STREAMBANK TO 3.0' OUTSIDE TOP OF BANK. HERBACEOUS PLUGS SHALL BE OF TWO (2) ROWS OF WOODY PLANTINGS SHALL BE IN THE BUFFER RE-ESTABLISHMENT AREA.
PROCUREMENT OF PLANT/SEED STOCK. PLANTED ALONG THE TOE OF THE CHANNEL.
2. ANY INVASIVE SPECIES VEGETATION WITHIN THE IMMEDIATE WORK AREA, SUCH AS
CHINESE PRIVET (LIGUSTRUM SINENSE) AND MULTIFLORA ROSE (ROSA MULTIFLORA) SHALL
BE REMOVED BY PHYSICAL AND MECHANICAL METHODS PRIOR TO INSTALLATION OF
NATIVE STREAMBANK AND BUFFER SPECIES.
3. LARGER NATIVE TREE SPECIES TO BE PRESERVED WILL BE FLAGGED BY THE ENGINEER PRIOR
TO CONSTRUCTION ACTIVITIES. ANY TREES HARVESTED FOR WOODY MATERIAL WILL BE
UTILIZED TO PROVIDE BED AND BANK STABILIZATION AND COVER OR NESTING HABITAT ON
THE FLOODPLAIN. ANY EXCESS WOODY MATERIALS MAY USED TO BACKFILL OLD CHANNELS.
4. ALL DISTURBED AREAS SHALL BE STABILIZED USING TEMPRORY AND PERMANENT SEEDING
AS DEFINED IN THE SEEDING SCHEDULE AND THE APPROVED E&SC PLANS.
5. SUPPLEMENTAL PLANTING ACTIVITIES MAY BE REQUIRED WITHIN THE CONSERVATION
EASEMENT.
ZONE 2: BUFFER RE-ESTABLISHMENT NOTES
7. WOODY SPECIES LISTED IN THE PLANTING SCHEDULE SHALL BE PLANTED IN OFFSET ROWS
AT A DENSITY OF 440 STEMS PER ACRE (10.0' O.C.) FROM 3.0' TO THE PLANTING LIMITS. A
MIMIMUM OF TWO (2) ROWS OF WOODY PLANTINGS SHALL BE IN THE BUFFER
RE-ESTABLISHMENT AREA. EXACT PLACEMENT OF THE SPECIES SHALL BE DETERMINED BY
THE CONTRACTOR'S VEGETATION SPECIALIST PRIOR TO SITE PLANTING AND BASED ON THE
WETNESS CONDITIONS OF PLANTING LOCATIONS.
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
1" = 150'
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
4.1

SEEDING SCHEDULE
ZONE 1: STREAMBANK
ZONE 2: BUFFER RE-ESTABLISHMENT
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RYE GRAIN (Secale cereale)
120
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GE RMAN MILLET (Setaria italics)
50
luncuseffusus
COMMON RUSH
5%
ZONE 1-STREAMBANK - 3' O.C. (4,840 STEMS / AC)
SPECIES
COMMON NAME
% OF STEMS
LIVE STAKES
Cornus amomum
SILKY DOGWOOD
40%
Salixsericea
SILKY WILLOW
30%
Sambucus canadensis
ELBERBERRY
15%
Physocarpus opulifolius
NINEBARK
15%
TOTAL
100%
HERBACEOUS PLUGS
luncuseffusus
COMMON RUSH
60%
Carex slats
BROADWING SEDGE
40%
TOTAL
100%
ZONE 3 -POLLINATORS SEEDING - 25 LBS / AC
SPECIES
COMMON NAME
PERCENT
Achilles millefolium
COMMON YARROW
10%
Agrostis perennans
AUTUMN BENTGRASS
6%
Asclepias tuberosa
BUTTERFLY WEED
1%
Bidens aristosa
SHOWY TICKSEED SUNFLOWER
11%
Chamaecristafasciculata
PARTRIDGE PEA
10%
Coreopsis lanceolata
LANCE -LEAF COREOPIS
10%
Echinacea purpurea
PURPLE CONEFLOWER
4%
Elymus virginlcus
VI RG I N I A W I LD RYE
6
Helianthus angushfolius
SWAMP SUNFLOWER
2
Helianthus maximiliani
MAXI MI LI AN S' S SU N FLO W ER
8
ZONE 2 -BUFFER RE-ESTABLISHMENT - 10' O.C. (440 STEMS / AC)
SPECIES
COMMON NAME
% OF STEMS
OVERSTORY
Betula nigra
RIVER BIRCH
15
P/atanus oaidentalis
SYCAMORE
15%
Nyssa sylvatica
BLACK GUM
10%
Liriodendron tulipifera
YELLOW POPLAR
10%

_BUFFER WIDTH BARE ROOT SEEDLING
DIBBLE BAR
NOTES
VARIES
TOB LIVE STAKE
PLANTING BAR SHALL HAVE A
1. ALL SOILS WITHIN THE
BLADE WITH A TRIANGULAR
BUFFER PLANTING AREA
HERBACEOUS
CROSS-SECTION, AND SHALL BE
SHALL BE FINE GRADED AND
PLUG
12" LONG, 4" WIDE AND 1"
/ OR DISKED, AS REQUIRED,
THINK ATTHE CENTER.
PRIOR TO PLANTING.
ROOT PRUNING
2. PLANT BAREROOT
//�// //////
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SEEDLINGS 10.0' O.C. IN
10.0' O.C.
BARE ROOT PLANTINGS
ALL ROOTS SHALL BE PRUNED
OFFSET ROWS FROM 3.0'
3.0' FROM BANKFULL
TO AN APPROPRIATE LENGTH
BEYOND THE BANKFULL
FOR PLANTING TO PREVENT
STAGE TO THE GRADING
J-ROOTIING.
LIMITS
INSERT THE DIBBLE
STRAIGHT DOWN INTO
THE SOIL TO THE FULL
DEPTH OF THE BLADE
AND PULL BACK ON THE
HANDLE TO OPENT THE
PLANTING HOLE. DO NOT
ROCK THE SHOVEL BACK
AND FORTH AS THIS
CAUSES THE SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
BANKFULL
TOE OF SLOPE
+
+++
+++
REMOVE THE DIBBLE AND
PUSH THE SEEDLING
ROOTS DEEP INTO THE
PLANTING HOLE. PULL
THE SEEDLING BACK UP
TO THE CORRECT
PLANTING DEPTH. THE
ROOT COLLAR SHOULD BE
1" - 3" BELOW THE SOIL
SURFACE. GENTLY SHAKE
THE SEEDLING TO ALLOW
THE ROOTS TO
STRAIGHTEN OUT. DO
NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE
ROOTS J-ROOTED.
+ + + + t
+ + + + +
+ + + + + + + + + +
ZONE 2: 10' O.C. SPACING / 10' ROW SPACING
ZONE 1: 3' O.C. SPACING / T ROW SPACING
INSERT THE DIBBLE
SEVERAL INCHES IN
FRONT OF THE SEEDLING
AND PUSH THE BLADE
HALFWAY INTO THE SOIL.
TWIST AND PUSH THE
HANDLE FORWARD TO
CLOSE THE TOP OF THE
PLANTING HOLE TO HOLD
THE SEEDLING IN PLACE.
G)
PUSH THE DIBBLE DOWN
TO THE FULL DEPTH OF
THE BLADE.
BARE ROOT DETAILS
PLANT LIVE STAKES AND HERBACEOUS
PLUGS 3.0' O.C. IN OFFSET ROWS
FROM TOE OF SLOPE TO 3.0' BEYOND
THE BANKFULL STAGE
PULLBACK ON THE
HANDLE TO CLOSE THE
BOTTOM OF THE
PLANTING HOLE. THEN
PUSH FORWARD TO
CLOSE THE TOP
ELIMINATING AIR
POCKETS AROUND THE
ROOT.
PLANT BAREROOT SEEDLINGS
10.0' O.C. IN OFFSET ROWS
FROM 3.0' BEYOND THE BANKFULL
STAGE TO THE GRADING LIMITS
-1'
REMOVE THE DIBBLE.
CLOSE AND FIRM UP THE
OPENING WITH YOUR
HEEL. BE CAREFUL TO
AVOID DAMAGING THE
SEEDING.
LIVE STAKES IN OFFSET
ROWS PER PLANTING PLAN
HERBACEOUS PLUGS
NOTES
2x
CONTAINER WIDTH
NOTES
1. PLANTS 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.
2. PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY
CONDITIONS UNTIL PLANTING OCCURS.
3. THE DIAMETER OF THE PLANTING PITS FOR EACH PLANT SHOULD BE AT LEAST
TWO TIMES THE DIAMETER OF THE ROOT MASS. SCARIFY THE PLANTING PIT
PRIOR TO EACH PLANT INSTALLATION.
4. SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT
MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
5. 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 3 FULL, WATER THOROUGHLY BEFORE PLACING
REMAINDER OF THE BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER OF
BACKFILL.
CONTAINER PLANT DETAILS
3.0'
1/2" TO 2" 2' TO 3' LIVE STAKE
DIAMETER TAPERED AT BOTTOM
3.0' O.C.
SECTION A - A'
LIVE STAKE
1. LIVE STAKES MUST BE DORMANT WHEN CUT. KEEP LIVE STAKES MOIST UNTIL PLANTING. THE STAKE SHOULD BE PREPARED
WITH THE BUDS POINTED UP, AND THE BOTTOM SHOULD BE CUT AT AN ANGLE FOR INSERTION INTO THE GROUND. AN IRON
BAR CAN BE USED TO MAKE A PILOT HOLE TO PREVENT BARK FROM BEING DAMAGED DURING INSTALLATION.
2. LIVE STAKES SHALL BE 0.5" - 2" IN DIAMETER AND 2'- 3' IN LENGTH.
3. LIVE STAKES SHOULD BE PLACED WITH 3 TO a OF THE LENGTH OF THE STAKE BELOW GROUND AND ANGLED DOWNSTREAM.
ENSURE THE BASE OF THE LIVE STAKE WILL REACH THE WATER TABLE. AFTER INSTALLATION THE TOP OF THE LIVE STAKE SHALL
BE PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3" AND NO LESS THAN 6" ABOVE THE GROUND.
4. PLANT LIVE STAKES AND HERBACEOUS PLUGS IN OFFSET ROWS AND SPACINGS PER PLANTING PLAN.
LIVE STAKING DETAILS
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FINAL
DRAWING
REVISIONS
DATE: 04/17/2023
PLOT SIZE: 11" x 17"
NTS
H.D.: NAD83
V.D. NAVD88
JE PID: 4314
4.3