20181034 Ver 1_AsBuilt_2022_20220823

Mitigation Project Information Upload
ID#* 20181034
Version* 1
Select Reviewer: *
Erin Davis
Initial Review Completed Date 08/23/2022
Mitigation Project Submittal - 8/23/2022
..................................................................................................................................................................................................................................................................
Is this a Prospectus, Technical Proposal or a New Site? * 0 Yes O No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name: *
Email Address: *
Paul Wiesner [e-mail]
Project Information
ID#:*
20181034
Existing ID#
Project Type:
Project Name:
County:
Version:* 1
• DMS Mitigation Bank
UT to Rush Fork Stream Mitigation Project
Haywood
Document Information
Mitigation Document Type: *
Mitigation As -Built Plans
File Upload:
Signature
............................................
Print Name: *
Signature:*
Existing Version
UT to Rush Fork_100068_AB_2022.pdf 6.46MB
Please upload only one PDF of the complete file that needs to be submitted...
Paul Wiesner

BETSEYS
GAP RD
•
N.T.S.
PROJECT
AREA
VICINITY MAP
INDEX OF SHEETS
1 TITLE SHEET
1-A
STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
1-B NCDOT CONVENTIONAL SYMBOLS
2 - 2F DETAILS
3 - 10 PLAN VIEW
11 - 15 PROFILES
16 BMP DETAIL
r Y
GRAPHIC SCALES
20
0
20 40
20
PLANS
0 20 40
PROFILE (HORIZONTAL)
5 0 10 20
PROFILE (VERTICAL)
fr
1
1
1
1
1
NORTH CAROLINA
DIVIS7OIV OF MITIGATION SERVICES
HAYWOOD COUNTY
LOCATION: FROM EXIT 24 ON INTERSTATE 40, TRAVEL NORTH FOR
5.75 MILES ON NC HWY 209 RUSH FORK ROAD
TYPE OF WORK: RECORD DRAWINGS
BEGIN UT3
STA. 10+00.38
--t
MITIGATION S UMMAR Y
STREAM
STREAM
STREAM
REACH RESTORATION ENHANCEMENT I ENHANCEMENT II
UT1 R1 0 206.41 0
UT1 R2 0 0 275.00
UT1 R3 0 600.86 0
UT1 R4 1224.37 0 0
UT2 0 0 78.16
UT3 1577.53 0 0
UT4 41.90 0 0
TOTAL 2843.80
807.27 353.16
BEGIN UT1 REACH 1
STA. 10+98.02
ter.-- -----'--- -
---
1
1
1
1
1
END UT,'1 REACH 3
BEGIN UT'1 REACH 4
ST. 22+50.94
11
BEGIN UT4
STA. 10+00.00
END UT1 REACH 1
BEGIN UT1 REACH 2
STA. 13+25.00
END UT1 REACH 2
BEGIN UT1 REACH 3
STA. 16+00.00
BEGIN UT2
STA. 10+05.88/
END UT2 STA. 10+84.04
TOB UT1 REACH 3
PREPARED FOR THE OFFICE OF:
NCDEQ
NC DIVISION OF MITIGATION SERVICES
217 WEST JONES STREET, SUTIE 3000a
RALEIGH, NC 27603
END UT3 STA. 26+24.54
TOB REACH UT1 REACH 3 & 4
END UT4 STA. 10+41.90
TOB UT1 REACH 4
♦
•
•
•
STATE
BARER PROJECT REFERENCE NO.SHEET
NO.
TOTAL
SHEETS
NC
166680
1
24
END UT1 REACH 4
STA. 37+80.92
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
CONTACT: PAUL WIESNER
PROJECT MANAGER
LETTING DATE:
KATHLEEN M. MCKEITHAN, PE
PROJECT ENGINEER
NCDMS ID NO. 100068
PROJECT ENGINEER
,o\.N.CARp.•/
L%
FSSIp'.9'�
SEAL l •'
028432
•'FNGI NE:'P�:
P.E.
SIGNATURE:

ST
NV
�NTION
SYM
11)i
OLS
ST NDA
I6
SPECI
ICATIONS
i
PROJECT REFERENCE NO.
SHEET NO.
%
166680
1-A
PROJECT ENGINEER
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ilCCI000
J-HOOK VANE
EAM C
SUP
GRADE CONTROL J-HOOK VANE
017709 ROCK VANE
OUTLET PROTECTION
ROCK CROSS VANE
DOUBLE DROP ROCK CROSS VANE
LOG AND ROCK STEP / POOL
(4-1-TEMPORARY ROCK DAM
ipflers
•
O®
00
ROOT WAD
LOG J-HOOK VANE
GRADE CONTROL LOG J-HOOK VANE
LOG VANE
LOG STEP
0
0 0
0
LOG CROSS VANE
LOG ROLLER
CONSTRUCTED RIFFLE
BOULDER CLUSTER
BOULDER STEP
0 SAFETY FENCE
TF TAPE FENCE
- -WLB- - JURISDICTIONAL WETLAND BOUNDARY
ARC
- T(�
AS SH 1-
I
FP 100 YEAR FLOOD PLAIN
CE
CONSERVATION EASEMENT
----435---- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
-------------- LIMITS OF DISTURBANCE
PROPERTY LINE
0-0
FOOT BRIDGE
TEMPORARY STREAM CROSSING
PERMANENT STREAM CROSSING
40) TRANSPLANTED VEGETATION
TREE REMOVAL
TREE PROTECTION
DITCH PLUG
CHANNEL FILL
SOD MAT WITH WOOD TOE
GEOLIFT WITH BRUSH TOE
1 //
munmumum
-EMEMMI
-•
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ROOT WAD REVETMENT WITH LIVE BRUSH
BOULDER TOE PROTECTION
PROPOSED WETLAND RE-ESTABLISHMENT
PROPOSED WETLAND ENHANCEMENT
PROPOSED WETLAND REHABILITATION
**NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
MONITORING WELL
RAIN GAUGE
CREST GAUGE
IN STREAM
FLOW GAUGE
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
MARCH 2009 (REV 2013)
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.24 RIPARIAN AREA SEEDING
6.60 TEMPORARY SEDIMENT TRAP
6.62 TEMPORARY SILT FENCE
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
6
�:OFESS.I ;y%
�% SEAL •-
028432
APPROVED BY:
DATE:
Michael Baker
INTERNATIONAL
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
License #: F-1084
NCDMS ID NO. 100068
G
ENE
AL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL IN -STREAM STRUCTURES USING A TRACK HOE WITH A HYDRAULIC THUMB OF
SUFFICIENT SIZE TO PLACE BOULDERS (3'x2'x2'), LOGS AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN. THE CONTRACTOR SHOULD MAKE ALL REASONABLE
EFFORTS TO REDUCE SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED FOR THE SPRING OF 2020.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE -CALL" BEFORE EXCAVATION STARTS. (1-800-632-4949)
5. BOULDER SIZES FOR IN -STREAM STRUCTURES SHALL BE A MINIMUM OF 3'x2'x1' AND CAN BE CHANGED PER STRUCTURE OR THE
DIRECTION OF THE ENGINEER.
6. ALL ON -SITE ALLUVIUM SHALL BE HARVESTED AND STOCKPILED PRIOR TO FILLING ABANDONED CHANNELS.
7. TOPSOIL SHALL BE EXCAVATED TO A DEPTH OF 8" AND STOCKPILED SEPARATELY FROM UNDERCUT SOIL. 8" OF TOPSOIL SHALL
BE PLACED ON ALL BANKFULL BENCHES AND AS DIRECTED BY THE ENGINEER.
8. ALL DISTURBED EMBANKMENTS SHALL BE MATTED WITH COIR FIBER MATTING OR AS DIRECTED BY THE ENGINEER.
9. ALL STREAM BANKS SHALL BE LIVE STAKED.
10. UNLESS THE ALIGNMENT IS BEING ALTERED, THE EXISTING CHANNEL DIMENSIONS ARE TO REMAIN UNLESS OTHERWISE NOTED.
11. CONTRACTOR WILL ENSURE THAT FENCING IS INSTALLED ON OR OUTSIDE THE CONSERVATION EASEMENT AS SHOWN ON THE
PLANS BUT NO MORE THAN 1' OUTSIDE.
12. WHERE PROPOSED FENCE CROSSES EXISTING STREAMS, THE CONTRACTOR SHALL UTILIZE A SECTION OF BREAK AWAY FENCE,
A FLOOD GATE, OR ELECTRIFIED CHAINS AS DIRECTED BY THE ENGINEER.
13. ANY BORROW OR WASTE ASSOCIATED WITH THIS PROJECT MUST COME FROM OR GO TO A PERMITTED SITE AND/OR FACILITY.
d
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Proposed Bare -Root and Live Stake Species
UT to Rush Fork Mitigation Project - NCDMS Project No. 100068
Botanical Name
Common Name
% Planted by
Species
Wetland Tolerance
All Buffer Plantings at 680 stems/acre using 8' X 8' spacing
General Riparian Zone - Overstory/Canopy Species
Betula nigra
River Birch
10%
FACW
Platanus occidentalis
Sycamore
10%
FACW
Liriodendron tulipifera
Tulip Poplar
10%
FACU
Betula lenta
Sweet Birch
10%
FAC
Quercus alba
White Oak
10%
FACU
Tilia americana
American Basswood
0%
FACU
Aesculus flava
Yellow Buckeye
7.5%
FACU
Nyssa sylvatica
Blackgum
5%
FAC
Fraxinus americana
White Ash
5%
FACU
Diospyros virginiana
Persimmon
7.5%
FAC
Ulmus americana
American Elm
5%
FACW
General Riparian Zone - Understory/Shrub Species
Rhododendron maximum
Rosebay
0%
FAC
Lindera benzoin
Spicebush
2.5%
FAC
Ilex verticillata
Winterberry
5%
FACW
Carpinus caroliniana
American Hornbeam
5%
FAC
Sambucus canadensis
Elderberry
2.5%
FAC
Magnolia tripetala
Umbrella Tree
0%
FACU
Halesia carolina
Carolina Silverbell
5%
FAC
PERCETAGES SHOWN IN RED ARE T. „ , , , `1-/ , , "",". , I
NO
VEGETATION SELECTION
Wetland Zone - Overstory/Canopy Species
Betula nigra
River Birch
15%
FACW
Platanus occidentalis
Sycamore
15%
FACW
Betula alleghaniensis
Yellow Birch
10%
FAC
Quercus imbricaria
Shingle Oak
5%
FAC
Nyssa sylvatica
Blackgum
5%
FAC
Acer negundo
Box Elder
5%
FAC
Fraxinus pennsylvanica
Green Ash
5%
FACW
Ulmus americana
American Elm
5%
FACW
Wetland Zone - Understory/Shrub Species
Alnus serrulata
Tag Alder
15%
OBL
Ilex verticillata
Winterberry
5%
FACW
Lindera benzoin
Spicebush
5%
FAC
Cephalanthus occidentalis
Buttonbush
2.5%
OBL
Comm amomum
Silky Dogwood
2.5%
FACW
Xanthorhiza simplicissima
Yellow -root
2.5%
FACW
Aronia arbutifolia
Red Chokeberry
2.5%
FACW
Streambank Live Stake Plantings
Salix sericea
Silky Willow
25%
OBL
Sambucus canadensis
Elderberry
20%
FACW
Cephalanthus occidentalis
Buttonbush
10%
OBL
Comm amomum
Silky Dogwood
25%
FACW
Salix nigra
Black Willow
20%
OBL
Proposed Permanent Seed Mixture
No. 100068
UT to Rush Fork Stream Mitigation
Project - NCDMS Project
Botanical Name
Common Name
% Planted
by Species
Density
(lbs/ac)
Wetland
Tolerance
Agrostis perennans
Autumn Bentgrass
10%
1.5
FACU
Elymus virginicus
Virginia Wildrye
15%
2.25
FACW
Panicum virgatum
Switchgrass
15%
2.25
FAC
Tripsacum dactyloides
Eastern Gamma Grass
5%
0.75
FACW
Polygonum pennsylvanicum
Pennsylvania Smartweed
5%
0.75
FACW
Schizachyrium scoparium
Little Blue Stem
5%
0.75
FACU
Juncus effusus
Soft Rush
5%
0.75
FACW
Bidens frondosa (or aristosa)
Beggars Tick
5%
0.75
FACW
Coreopsis lanceolata
Lance -Leaved Tick Seed
10%
1.5
FACU
Dichanthelium clandestinum
Tioga Deer Tongue
15%
2.25
FAC
Andropogon gerardii
Big Blue Stem
5%
0.75
FAC
Sorghastrum nutans
Indian Grass
5%
0.75
FACU
Total
100%
15
Note: Final species selection may change due to refinement of site conditions or to availability at the time
of planting. If species substitution is required, the planting Contractor will submit a revised planting list to
Baker for approval prior to the procurement of plant stock.

PROJECT REFERENCE NO.
SHEET NO.
166680 1-B
NCDMS ID NO. 100068
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*S.U.E = SUBSURFACE UTILITY ENGINEER
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
0
EIP
x
0
x
x
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
Tank Cap
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
*LB
*LB
EAB
EPB
0
0
s
O
t
Js
BZ 1
BZ 2
J
< FLON
ST
VISI
•
c+r
Ir
H
C
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AYS
CONVENTIONAL SYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY:
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement —
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
CSX TRANSPORTATION
0
MILEPOST 35
SWITCH
0
A
Proposed Temporary Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement -
Existing Curb -
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Wheel Chair Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
E
E
TDE
PDE
PUE
TUE
c
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T T T T
n n n
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Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Wall -
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*) —
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
Designated U/G Fiber Optics Cable (S.U.E.*-
CONC
CONC WW
CONC HW
0 CB
O
S
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
UN,
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039201
.
• FNG I F••
Recorded U/G Water Line
Designated U/G Water Line
Above Ground Water Line
TV:
TV Satellite Dish
-< TV Pedestal
b
P
T
T-
TC
TC-
T FO
T FO
TV Tower
(S.U.E.*)
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Designated U/G TV Cable
(S.U.E.*)
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)_
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
APPROVED BY:
DATE:
A/G Water
HH
TV
-TV-
TV FO
- — — — TV F 0 — — —
G
A/G Gas
O
SS
A/G Sanitary Sewer
FSS
--FSS----
•
0
0
❑s
?UTL
AATUR
E.O.I.
revised OZ/UZ/

TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
PROJECT REFERENCE NO.
SHEET NO. 1
166680
2
PROJECT ENGINEER
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Wbkf
RIFFLE or PLUNGE POOL
//\//X//\�,2,
CFO
s<\
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Wb
Wbkf
POOL (MEANDER)
S\
w/i �i //in
VARIES
but z 30'
VARIES
but z 30'
Wbkf
Wb
RIFFLE WITH BANKFULL BENCH
POOL WITH BANKFULL BENCH
TOP OF TERRACE
VARIES
but Z 30'
BENCH LIMITS
TOP OF TERRACE
BENCH LIMITS
WIDTH OF BANKFULL (Wbkf)
AVERAGE DEPTH
MAXIMUM DEPTH (Dmax)
W/D (Wbkf/Dbkf)
BANKFULL AREA (Abkf)
BOTTOM WIDTH (Wb)
RIFFLE SIDE SLOPE (X:1)
INSIDE POOL SIDE SLOPE
OUTSIDE POOL SIDE SLOPE
/44. ;••FFSSIp. '•9'• 11,
: SEAL �'
028432
.#0�7%•'FNGINE ..• -•
APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
UT1 R1, R2, &
R3 UPPER
10+00-19+50
UT1 R3
LOWER
19+50-22+61
UT1 R4
UPPER
22+61-28+00
UT1 R4
LOWER
28+00-37+95
UT2
UT3 UPPER
11+50 - 16+50
UT3 LOWER
16+50 - 26+45
UT4
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
RIFFLE
POOL
9.00
11.50
10.00
12.50
12.50
16.50
13.00
17.50
4.50
6.60
7.50
10.00
8.50
12.00
5.80
7.50
0.65
1.11
0.70
1.40
0.90
1.70
0.95
1.80
0.45
0.70
0.57
1.10
0.65
1.30
0.45
0.70
0.80
1.50
1.00
2.00
1.20
2.50
1.30
2.50
0.60
1.00
0.70
1.70
0.85
1.80
0.50
1.00
13.80
10.40
14.30
9.20
13.90
9.50
13.70
9.80
13.00
9.50
13.10
8.90
13.10
9.50
12.90
10.30
5.90
12.80
7.00
17.00
11.30
28.80
12.10
31.30
2.20
4.60
4.30
11.20
6.00
15.10
2.60
5.50
5.80
5.50
5.00
4.50
8.10
6.50
8.50
7.50
4.00
2.60
4.70
3.20
4.90
4.80
3.60
3.50
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
N/A
2.00
i
a
TYPICAL STRUCTURE PLACEMENT
ROOT WADS
COVER LOGS
GRADE CONTROL
LOG J-HOOK VANE
(SEE SHEET 2-D)
i
7
CONSTRUCTED RIFFLE
(SEE SHEET 2-D)
TOP OF BANK
MAT BANKS WITH COIR FIBER MATTING
o z
-0\77
GPI.
ONO
off`
GEOLIFT WITH BRUSH TOE
(SEE SHEET 2-D)
STRUCTURE NOTES:
1. GENERALLY CONSTRUCTED RIFFLES, ROOT WADS, LOG VANES AND COIR FIBER
MATTING WILL BE INSTALLED IN THE LOCATION AND SEQUENCE AS SHOWN.
2. ANY CHANGES TO NUMBER OR LOCATION OF STRUCTURES DURING
CONSTRUCTION MUST BE APPROVED BY THE DESIGN ENGINEER.
3. COIR FIBER MATTING TO BE INSTALLED ON ALL RESTORED STREAMBANKS,
FLOODPLAIN BENCHING, AND TERRACE SLOPES AS DESCRIBED IN THE
TECHNICAL SPECIFICATIONS.
4. ROOTWADS MAY BE REPLACED WITH GEOLIFT.
z
of
LULL
SIN
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Ow
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a
Jl=�
vowCO
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/
//
i
1/2 - 2/3 TOP OF BANK
SILL
B
FLOW
1/3 BOTTOM WIDTH
NO GAPS
BETWEEN
BOULDERS
VANE ANGLE
20° TO 30°
PLAN VIEW
1/2 - 2/3 TOP OF BANK
ROCK CROSS VANE
NOTES FOR ALL VANE STRUCTURES:
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS.
2. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
3. CONSTRUCT ANGLE AND SLOPE SPECIFICATIONS AS SHOWN.
4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
5. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
6. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF SIX FEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH WELL GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION 2"-4" BELOW THE
THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE. FILL SHOULD BE
CONCAVE BEHIND THE VANE ARM TO ALLOW POOLING OF FLOW.
8. ON -SITE ALLUVIUM SHALL BE INCORPORATED INTO THE STONE BACKFILL WHERE
AVAILABLE.
9. START SLOPE AT 2/3 TO 3/4 TIMES THE BANKFULL STAGE.
10. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x 4'.
TOE OF BANK
BANKFULL STAGE
FLOW
STREAM BED
ELEVATION
FLOW
RIFFLE
\ i\° °OSCOUR
FILTER FABIC
FLOW
FILTER FABRIC
CHANNEL BED
,".
6' MINIMUM
2'
MIN-Pil
1.11. CHANNEL BED
Pon
SECTION A - A
WELL GRADED MIX
HEADER ROCK
STREAM BANK
/ \ \ \/\�\ \�\/ \/ FOOTER ROCK
B'
PROFILE VIEW B - B'
VANE ARM
CROSS VANE INVERT/GRADE POINT
RUN
/ \\/\\/\///\%//\//�� POOL
RIFF�F
//, \//, \//, \ 7\�\//// /\/\
PROFILE VIEW C - C'

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( PROJECT REFERENCE NO.
SHEET NO. 1
BOULDER STEP
166680
2A
TOP
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8Cary, NORTH CAROLINA 27518
Phone:[phone]
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INTERNATIONAL License #: F-1084
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BOULDERSill
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HEAD OF RIFFLE
A'
BOULDER
SCOUR POOL (EXCAVATED) 4% TO 7%
FOOTER ROCK
��
PER DIRECTION
OF ENGINEER ---- -___
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PLAN VIEW
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WIDTH
STONE BACKFILL�
FOOTER ROCK
GEOTEXTILE FABRIC (EXCAVATED)
SCOUR POOL EXCAVATED
PROFILE VIEW
80.'-c' �1 POOL
rin
NOTES FOR ALL VANE STRUCTURES:
BACKFILL SHOULD BE CONVEX
STREAMBED
HEADER ROCK
STONE BACKFILL
PROFILE A - A'
NOTES:
GEOTEXTILE FABRIC
1. HEADER AND FOOTER BOULDERS MUST BE AT LEAST 1' X 2' X 3'.
2. FOOTERS SHALL BE INSTALLED SUCH THAT 1/4 TO 1/3 OF THE LENGTH IS DOWNSTREAM OF
THE HEADER.
3. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTION OF FOOTERS WITH THE BUCKET
OF EXCAVATOR.
4. INSTALL NON -WOVEN FILTER FABRIC UNDERNEATH FOOTER BOULDERS.
5. UNDERCUT THE RIFFLE ELEVATION 12 INCHES TO ALLOW FOR A LAYER OF STONE.
6. INSTALL EROSION CONTROL MATTING ALONG COMPLETED BANKS SUCH THAT THE EROSION
CONTROL MATTING AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUT ELEVATION.
7. FILL TRENCH WITH GRADED MIX OF CLASS A, CLASS B, AND #57 STONE TO THE BED ELEVATION
OF THE CHANNEL.
8. BOULDER STEPS MUST BE EXTENDED TO A MINIMUM OF 2' INTO THE BANK. USE SILL BOULDERS
IF NECESSARY.
9. THALWEG AND STEP INVERT WILL BE CONCAVE AND SHAPED PER DIRECTION OF THE DESIGNER.
10. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x 4'.
0
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS.
0o
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2. START AT BANK AND PLACE FOOTER ROCKS FIRST
3. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE
4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL
AND THEN HEADER (TOP) ROCK. ooQo°O600Qo°O6000000°
AND SLOPE SPECIFICATIONS. Q0o0°°Q0C°�0°°Q0C�0°°o
FOR HABITAT IMPROVEMENT. 00 00 00 0
5. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM
6. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER
MINIMUM OF SIX FEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL
SIDE OF HEADER AND FOOTER ROCKS.
OF THE HEADER ROCKS AND EXTEND GEOTEXTILE FABRIC
ROCK, AND THEN UPSTREAM TO A
IN THE UPSTREAM SIDE OF THE STRUCTURE
FOOTER ROCK
WITH WELL GRADED MIX OF CLASS B, CLASS A, &
THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM
CONCAVE BEHIND THE VANE ARM TO ALLOW POOLING
8. START SLOPE AT 2/3 TO 3/4 TIMES THE BANKFULL
#57 STONE TO THE ELEVATION 2"-4" BELOW THE
WHERE AVAILABLE. FILL SHOULD BE
OF FLOW.
STAGE.
10' MINIMUM
SECTION A - A
9. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x
4'.
GRADE CONTROL ROCK J-HOOK VANE
ROCK J-HOOK VANE
1/3 BOTTOM
1/3 BOTTOM
1/3 BOTTOM
1/3 BOTTOM
STONE BACKFILL
WIDTH OF
CHANNEL
20° TO 30°
WIDTH OF
CHANNEL
FLOW
LEAVE GAPS (OPTIONAL)
PER DIRECTION OF ENGINEER STREAM BED ELEVATION
BANKFULL
HEADER ROCK
WIDTH OF �� WIDTH OF
CHANNEL CHANNEL
FLOW
20° TO 30° _
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FOOTER ROCK
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NOTES FOR ALL VANE STRUCTURES:
10' MINIMUM �
SECTION A - A
NOTES FOR ALL VANE STRUCTURES:
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS. GEOTEXTILE FABRIC
2. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
3. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
FOOTER ROCK
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS.
2. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
3. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
5. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
6. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF SIX FEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH WELL GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION 2"-4" BELOW THE
THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE. FILL SHOULD BE
CONCAVE BEHIND THE VANE ARM TO ALLOW POOLING OF FLOW.
8. START SLOPE AT 2/3 TO 3/4 TIMES THE BANKFULL STAGE.
9. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x 4'.
5. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
6. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF SIX FEET.
10' MINIMUM
SECTION A - A
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH WELL GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION 2"-4" BELOW THE
THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE. FILL SHOULD BE
CONCAVE BEHIND THE VANE ARM TO ALLOW POOLING OF FLOW.
8. START SLOPE AT 2/3 TO 3/4 TIMES THE BANKFULL STAGE.
9. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x 4'.

A
LOG AND ROCK STEP / POOL
PROJECT REFERENCE NO.
SHEET NO. 1
166680
2B
PROJECT ENGINEER
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-STONE BACKFILL
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GEOTEXTILE FABRIC
SECTION A - A'
BASE FLOW
HEADER LOG
1%
SECTION B - B'
FOOTER LOG
�.sAlt\\ CAR07i1'.
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SEALN9e •
039201
••FNG•
I F�' s��.
APPROVED BY:
DATE:
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
Michael Baker
NCDMS ID NO. 100068
NOTES:
1. LOGS SHOULD BE AT LEAST 8" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED
AND EXTENDING INTO THE BANK 3' ON EACH SIDE.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
4. BOULDERS SHOULD BE 1' X 2' X 3' AND PLACED ON TOP OF HEADER LOG FOR ANCHORING.
5. TOEWOOD OR TRANSPLANTS CAN BE USED INSTEAD OF BOUDERS, PER DIRECTION OF ENGINEER.
6. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH WELL
GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE.
a
LOG BURIED
BELOW STREAMBED
2/3
PLAN VIEW
GRADE CONTROL LOG J-HOOK VANE
STONE BACKFILL
HEADER LOG
ANY GAPS BETWEEN LOGS MUST BE FILLED WITH OTHER
RECENTLY HARVETED BRANCHES OR COBBLE AND GRAVEL
BEFORE INSTALLING FILTER FABRIC AND BACK FILLING ARM
1/3
20°-30°
FILTER FABRIC
ROOTWAD
LOG BURIED IN
STREAM BANK
AT LEAST 6'.
BOULDERS CAN
ALSO BE USED.
FOOTER LOG
1/2 - 2/3 BANKFULL
6' MINIMUM
SECTION A - A'
ROOTWAD
GEOTEXTILE
FABRIC
FLOW
STREAMBED
HEADER LOG
NOTES:
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, RECENTLY HARVESTED, AND FOOTERED.
2. BOULDERS MUST BE AT LEAST 2' x 2' x 1'.
3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
4. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS THE HEADER LOG INTO THE
BANK. SEE ROOTWAD DETAIL.
5. BOULDERS SHOULD BE PLACED ON TOP OF HEADER LOG FOR ACHORING.
6. HEADER BOULDERS TO BE PLACED 0.5 TO 0.75 FEET APART.
7. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
8. TRANSPLANTS OR BOULDERS CAN BE USED INSTEAD OF ROOWADS, PER DIRECTION OF ENGINEER.
9. BOULDER SILL MUST BE A MINIMUM OF 6'.
10. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH WELL GRADED MIX
OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM
WHERE AVAILABLE.
��iy% ;%--/i%'
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C----;J:----;1.---:-;1"-- ..-.1-; -------;;:-.;:15:7----71,;;;;I:;:3-";'?'
v�f --
ANY GAPS BETWEEN LOGS MUST BE FILLED WITH OTHER
RECENTLY HARVETED BRANCHES BEFORE INSTALLING
FILTER FABRIC AND BACK FILLING ARM
11paiL
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f�14
PROFILE VIEW
FOOTER LOG
LOG BURIED
BELOW STREAMBED
A
- •
EXCAVATE
POOL
POOL
/
0
2/3
PLAN VIEW
♦
1/3
BANKFULL
♦
♦
•
•
•
•
•
•
•
•
•
LOG VANE
GEOTEXTILE FABRIC
ROOTWAD
LOG BURIED IN
STREAMBANK AT LEAST 5'
NOTES:
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.
2. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
4. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS THE HEADER LOG
INTO THE BANK. SEE ROOTWAD DETAIL.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. TOEWOOD OR TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS, PER DIRECTION OF ENGINEER.
8. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH WELL
GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE.
STONE BACKFILL
HEADER LOG
FOOTER LOG
1/2 - 2/3 BANKFULL
FLOW
STREAMBED
BOULDER
HEADER LOG
GEOTEXTILE
FABRIC
6' MINIMUM
SECTION A - A'
ROOTWAD
010
I IS ,d0*°
PROFILE VIEW
4
pig 07). .
FOOTER LOG
t✓

ROCK DOUBLE DROP CROSS VANE
BEGIN HEAD OF RIFFLE INVERT
ELEVATION AND STATION
CONSTRUCTED RIFFLE
PROJECT REFERENCE NO.
SHEET NO. 1
166680
2C
PROJECT ENGINEER
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NOTES FOR ALL VANE STRUCTURES:
STREAM BED ELEVATION
1/2 - 2/3 OF BANKFULL
FLOW
STONE BACKFILL
080oo0
/ 00000 0
f°1°-,n��r°ir
GEOTEXTILE FABRIC
SCOUR POOL
(EXCAVATED PER DIRECTION OF ENGINEER)
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS.
2. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
3. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
4. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
5. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
6. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF SIX FEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH WELL GRADED MIX OF CLASS B, CLASS A, & #57 STONE TO THE ELEVATION 2"-4" BELOW THE
THE HEADER ROCK. INCORPORATE ON -SITE ALLUVIUM WHERE AVAILABLE. FILL SHOULD BE
CONCAVE BEHIND THE VANE ARM TO ALLOW POOLING OF FLOW.
8. START SLOPE AT 2/3 TO 3/4 TIMES THE BANKFULL STAGE.
9. ALL REACHES, BOULDER SIZE 1' x 2' x 3' TO 2' x 2' x 4'.
STREAMBED
STONE BACKFILL
GEOTEXTILE FABRIC
HEADER ROCK
4% TO 7% SLOPE
FOOTER ROCK
SCOUR POOL (EXCAVATED)
PROFILE VIEW
BACKFILL SHOULD BE CONVEX
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SECTION A - A
HEADER ROCK
FOOTER ROCK
TOP OF BANK
A
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BEGIN TAIL OF RIFFLE INVERT
ELEVATION AND STATION
a
A'
PLAN VIEW
0(
TOE
LARGER STONE MAY BE PLACED
TO REDIRECT LOW FLOW AT
DIRECTION OF ENGINEER
STONE BACKFILL
NOTES:
1. UNDERCUT CHANNEL BED ELEVATION AS NEEDED TO ALLOW FOR LAYERS OF STONE TO
ACHIEVE FINAL GRADE.
2. INSTALL COIR FIBER MATTING ALONG COMPLETED BANKS SUCH THAT THE EROSION CONTROL
MATTING AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUT ELEVATION.
3. INSTALL STONE BACKFILL, COMPACTED TO GRADE.
4. FINAL CHANNEL BED SHAPE SHOULD HAVE THE ELEVATION OF THE BED 0.2 FT DEEPER IN
THE CENTER THAN AT THE EDGES.
5. STONE BACKFILL SHALL CONSIST OF 10% CLASS I, 20% CLASS B, 40% CLASS A, AND 30%
ON -SITE ALLUVIUM BY VOLUME OR #57 STONE.
6. CONSTRUCTED RIFFLES SHALL BE 12" THICK.
7. LARGER CLASS I & B STONES MAY EXTEND ABOVE THE BED SURFACE, BUT NO HIGHER THAN
HALF BANKFULL AND SHOULD PROVIDE A "NATURAL LOOK". ENGINEER SHALL HAVE FINAL
APPROVAL OF EXTENDING ROCK.
8. SATURATED WOODY DEBRIS THAT IS EXISTING WITHIN THE CHANNEL CAN BE RELOCATED
INTO THE NEW RIFFLE AREAS.
COIR FIBER
MATTING
RIFFLE D-max
BANKFULL
OfO Q)oC\n
STONE BACKFILL
TOE
SECTION B - B'
1/4 OF
GLIDE
LENGTH
o O_ 000
D00000� (-
n�
.� 4�FFSSIp•.9'A
: SEAL �•'r.
028432
APPROVED BY:
DATE:
BEGIN HEAD OF RIFFLE INVERT
ELEVATION AND STATION
STONE BACKFILL
000
PROFILE A - A'
RUN
Michael Baker
INTERNATIONAL
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
License #: F-1084
NCDMS ID NO. 100068
1/4 OF RUN LENGTH
POOL
BEGIN TAIL OF RIFFLE INVERT
ELEVATION AND STATION
i
a
CHANNEL PLUG
CHANNEL TO BE PLUGGED
CHANNEL PLUG
PLAN VIEW
COMPACTED
BACKFILL
CHANNEL
INVERT
UNCOMPACTED BACKFILL
1.5' MINIMUM
1
FINISH GRADE
NOTES:
1. COMPACT BACKFILL USING ON -SITE HEAVY EQUIPMENT IN 10 INCH LIFTS.
2. BACKFILL OF PLUGS SHOULD INCORPORATE ANY OF -SITE CLAY AVAILABLE.
FINISH GRADE
COMPACTED BACKFILL
SECTION A - A'
LOG WEIR
oDi
oDi
COIR LOG
A
-
--•
/ SCOUR
POOL I
\
PLAN VIEW
TRANSPLANTS
LOG DROP
B'
oDi
TRANSPLANTS
OR LIVE STAKES
+n
COIR LOG
HEADER LOG
1 i
FOOTER LOG
CROSS SECTION VIEW B - B'
TOP OF STREAMBANK
FLOW
STREAMBED
STONE BACKFILL-
GEOTEXTILE FABRIC
4' MINIMUM
SECTION A - A'
NOTES:
OUR PO
HEADER LOG
FOOTER LOG
1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED.
2. TOP OF HEADER LOG SHOULD BE SET AT SAME ELEVATION AS THE STREAMBED.
3. USE GEOTEXTILE FABRIC WITH COIR LOGS TO SEAL GAPS BETWEEN LOGS.
4. PLACE TRANSPLANTS ALONG BANKS TO PROTECT AGAINST BANK EROSION.
5. THE HEADER LOG SHOULD BE NOTCHED 2 - 3 INCHES DEEP IN THE CENTER AND
FOR 20 - 30% OF THE CHANNEL WIDTH.

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PLUNGE POOL
PROJECT REFERENCE NO.
SHEET NO.
GEOLIFT
WITH
BRUSH TOE
166680
2D
FLOW
PROJECT ENGINEER
NOTES:
SEAL _ APPROVED BY:
• - I
. 039201
•••••FNGI
LOWEST ELEVATION OF CROSS
1. LIVE BRANCH CUTTINGS SHALL BE THE SAME SPECIES AS THE LIVE STAKES
AND SHALL BE INSTALLED DURING VEGETATION DORMANCY.
'�i NF��''•• �'4
�/-1C ••••... ••' �Sss
CULVERTV VANE SHOULD BE SLIGHTLY
\y\y\\\y\y\y\y\y\y\N
////%
j\//\//\//\//\//\//\//\//\//\//\/
• LOWER THAN INVERT OF CULVERT
/
2. LIVE BRANCH CUTTINGS SHALL BE INSTALLED AT A DENSITY OF 20-30 CUTTINGS
PER LINEAR FOOT AND A MAXIMUM DIAMETER OF 2.5 INCHES.
3. NUMBER OF SOIL LIFTS MAY VARY IN GENERAL LIFTS SHALL EXTEND TO THE
������ iii'i goNk y �,,
DATE:
\
/\//\//\//\//\//\//\//\//\//\//\//\
/ DEPTH
/\/\
/ FOOTER BOULDERS
/jj EXTEND BELOW DEPTH OF SCOUR
FLOW
/ / / / / / / / / / /
\/\/\/\/\/\/\/\/\/\/\/\ \
%\//\//\//\//\//\//\//\//\//\//\//\//\ \
/ / /
//\
\
TOP OF BANK OR BAN KF U L L STAGE.
Michael
Michael Baker Engineering Inc.
ry, g y arkway, Suite 600
Ca NORTH CARD LI NA 27518
919.463.5488
PhLu
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STAKE TOP LAYER
4' DEEP (TYP)INTERNATIONAL
TOP OF BANK / BANKFULL STAGE
Faxxn919. 63.5490
License #: F-1084
D
A
x48 x36
OF MATTING IN 6" TRENCH
►
(SEE MATTING DETAIL)
NCDMS ID NO. 100068
SECTION
A - A
WIDTH
•�
TRANSPLANTS OR
TEMPORARY SEED
AND MATTING
FLOODPLAIN
COIR FIBER MATTING
ENCOMPASSES LIFT
SEE CROSS B
.•
B
UNDISTURBED
ir
EARTH
LIVE BRANCH CUTTINGS (SEE
LIVE„,
PLANTING PLAN FOR SPECIES)
VANE DETAIL
TOP
OF TERRACE
1.0' LIFT OF
COMPACTED
ON -SITE SOIL (TYP)
/
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VARIES ►�
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VARIES ►
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��
j� ����/ FINISHED BED
�'ti ,jam
♦��-
�� FOUNDATION APPROX. 1 FT
���iC BELOW FINISHED BED ELEVATION
PLAN
VIEW
NOTES:
Wb
SECTION
.-
B
-
B
BRUSH CAN BE LIMBS, BRANCHES, ROOTS OR ANY OTHER
WOODY VEGETATION APPROVED BY THE ENGINEER.
1. WHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD CLUSTER, USE LARGE STONE BACKFILL BEHIND
ROOT MASS TO BUILT FOUNDATION.
2. CLASS I STONE MAY BE USED AT THE DIRECTION OF THE ENGINEER TO BUILD THE FOUNDATION
IN LIEU OF BRUSH MATERIAL.
PERMANENT STREAM CROSSING
BOULDER
HEADWALL / ENDWALL
TOP COURSE OF
BOULDERS (TYP.) -
EARTHEN BACKFILL
0.5:1 SIDE SLOPE
GEOTEXTILE FABRIC COVER FILL MATERIAL
WITH 6 INCHES #57 STONE
_� �� ��
1
� : _._ .2' .
`
B
f FLOW 1 `
I GEOTEXTILE FABRIC -
‘ .CULVERT - 1
'
' II ; -
4
'\ . - i - - ' - ; _ _
O BASEFLOW
`, `
.
I I '
STREAM BED
_
\
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- - - - - - ,
-
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1—
0
B+
EMBEDDED
BOULDERS
EACH
CULVERT
FOOTER
INCREASE OFFSET OF
COURSE TO ACHIEVE
0.5:1 SIDE SLOPES
PLAN VIEW
; ' - , ; ' - ,
.� CHINK AND WEDGE 4-INCH STREAM BED
z MINUS ROCK, AS NECESSARY, TO
a LEVEL THE BOULDER COURSES CULVERT SHALL BE EMBEDDED
m
Q BOULDER PLACED BELOW TO DEPTH INDICATED IN TABLE
cc EXISTING CHANNEL BOTTOM USE LARGEST BOULDERS
1— TO A DEPTH OF AT LEAST 2'. FOR FOOTER COURSE
N
SECTION B - B'
-4OO • 3O • oob% •'moo.
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12" OR AS SPECIFIED
FILL MATERIAL
FLOODPLAIN CULVERT
STREAM CHANNEL CULVERT
(SEE PLANS FOR TYPE
CROSS SECTION VIEW
EXISTING GROUND
FLOODPLAIN CULVERT
/ SIZE)
STAGGER
JOINTS
B
REACH
BOULDER
SIZE
CULVERT
SIZE
EMBEDMENT
UT1-R1
1'x2'x2'
4 FT
12 IN
/
UT1-R4
1'x2'x2'
5 FT
12 IN
Q
( `
�-4ak
a
UT3
1'x2'x2'
4 FT
9.61N
m.
UT4
1'x1'x1'
3 FT
12 IN
NOTES:
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- ;_; CULVERT - -_
Q STREAM BED
Lu
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MAKE TOP OF FOOTER COURSE
1. SIZE DIMENSIONS SHOWN ON PLANS.
2. APPLY SUFFICIENT FILL (2' MIN) OVER CULVERT TO PREVENT COLLAPSE.
3. STABILIZE SIDE SLOPES WITH EROSION CONTROL MATTING AND FILL AROUND CULVERTS
WITH CLASS II STONE.
4. INSTALL HEADWALLS AND ENDWALLS AS SHOWN ON THE PLANS AND IN THE DETAILS.
5. PRIMARY CULVERT SHOULD BE INSTALLED 12" OR AS SPECIFIED BELOW CHANNEL ELEVATION.
EMBEDDED FOOTER B AS LEVEL AS POSSIBLE NOTES:
BOULDERS
EMBED TO DEPTH 1. BOULDERS SHALL BE TOUCHING SO THAT VOID SPACE IS MINIMIZED.
SHOWN IN TABLE 2. BOULDERS SHOULD EXTEND BELOW SCOUR DEPTH. FOOTER BOULDERS SHALL BE AT
LEAST 2' BELOW THE EXISTING BED
3. GEOTEXTILE MATTING SHOULD BE PLACED BETWEEN BOULDERS AND SOIL.
SECTION A - A' 4. BOULDERS SHOULD BE BACKFILLED AND COMPACTED. VOID SPACE BETWEEN FABRIC AND
BOULDER OR ROCK FILL MATERIAL, SHOULD BE MINIMIZED.
5. BOULDERS SHOULD NOT BE HIGHER THAN THE TOP OF CROSSING ELEVATION.
6. FILTER FABRIC SHOULD BE PLACED BEHIND BOULDERS, BURIED BELOW BOULDER DEPTH, AND
EXTEND INTO THE BANK.
1

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LIVE
STAKING
TRANSPLANTED VEGETATION
( PROJECT REFERENCE NO.
SHEET NO.
166680
2E
TOP OF STREAMBANK
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL
PROJECT ENGINEER
,sivin mplos'
.`4)0..' Cp***':4',#'•
TOP OF STREAMBANK
�oFESSI
_ .%p�f.. -•
= � SEAL ! : APPROVED BY:
039201
'• •��'% �� • �
TOE OF SLOPE
TOP OF
BOTTOM OF CHANNEL
� � � •
II • •
PLANT
JUST
JUSTII
DIAMOND
STAKES ON TOP OF BANK AND
BELOW BANKFULL LINE IN A
SHAPED STAGGERED PATTERN
,
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,,,�����BGMNg��
�`
�,,,
►►►����' DATE:
I
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'`, .,,
14
/
,
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL
TOE OF BANK
Michael Baker
INTERNATIONAL
Michael Baker Engineering Inc.
c �y, NORTH CARLIN OA275680
Phone: [phone]
Fax:
L cens a #: F-10840
TOE OF SLOPE
CROSS SECTION VIEW PLAN VIEW
SQUARE CUT TOP
BUDS FACING UPWARD
* BOTTOM OF CHANNEL
NCDMS ID NO. 100068
NOTES:
1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
CROSS SECTION VIEW ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED.
LIVE CUTTING
6'-8' SPACING MIN. 1/2" DIA
2' 3' LENGTH
BEGIN EXCAVATION AT THE TOE OF THE BANK.
2. EXCAVATE TRANSPLANT USING A FRONT END LOADER.
EXCAVATE E RE AL
SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CAN NOT BE
EXCAVATE INONEBIUCKE ROOT
T E. IFAD, ENTIRE
THE TRANSPLANT IDSDTOON LARGE
,..:.:♦=♦=.=♦:.::.`
-
•�����
I�����1
2'-3' SPACING
�--______-_----_
-
_-_--
TRANSPLANTED VEGETATION
- -1 r - - --_-_ _-----
��` �
......
AND ROOTMASS
- --_____-��`
�.�``
AND ANOTHER SHOULD BE SELECTED.
3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL INANY HOLES AROUND THE TRANSPLANT AND COMPACT.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
THEY TOUCH.
44+ ''�i
1
ANGLE CUT
30 - 45 DEGREE
LIVE STAKE
DETAIL
oDi
//
��,/'TOP
OF BANK
611
iINO
0
LIVE STAKES
41),
i,
N
ON POINT BAR I\ /�r
,`%
r```TOE
OF BANK
\�!♦�•/NOTES:'�1
�♦I��1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.--6D�6��
'����===�����, 2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
PLAN VIEW 4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
'��`
y�
,__�'� ���____ -�� `---____ � �����.
�-�
'�
PLAN VIEW
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
PLANTINGS PLANTING
SPECIFICATIONS
COIR
FIBER
MATTING
�.;)
NOTES:
2.5 INCH
ROOFING
NAIL
PLACE COIR FIBER MATTING IN 6 INCH DEEP
�Cp
\�
�Cp
\�
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE BUFFER AS SHOWN ON THE PLANS.
2. LOOSEN COMPACTED SOIL.
TOP OF STREAMBANK 3. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
TRENCH, STAKE, BACKFILL, AND COMPACT NOTES:
1. BANKS SHOULD BE SEEDED PRIOR TO PLACEMENT OF MATTING.
- -
2. INSTALL COIR FIBER MATTING PER SPECIFICATIONS ALONG STREAM
TOP OF STREAMBANK BANKS OR IN OTHERS LOCATIONS SPECIFIED BY ENGINEER.
3. LARGE STAKES SHOULD NOT BE SPACED FURTHER THAN 36" APART.
�_/••
LARGE
/
STAKES
4. PLACE LARGE STAKES ALONG ALL SEAMS, IN THE CENTER OF BANK,
AND TOE OF SLOPE.
5. MATTING SHALL BE PLACED ON BANKS, STAKED, AND TRENCHED PRIOR
• TO INSTALLING CONSTRUCTED RIFFLE MATERIAL.
6. ALL MATTING STAKES MUST BE 100% BIODEGRADABLE.
TOE OF SLOPE
!•
1,
BOTTOM OF CHANNEL TYPICAL LARGE
MATTING STAKE
4. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT J-ROOTING.
5. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
6. HEEL -IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE.
BOTTOM OF CHANNEL
PLACE COIR FIBER MATTING AT TOE OF SLOPE.
SECURE MATTING WITH LARGE MATTING STAKE
LEG LENGTH
17.00 IN (43.18 CM) (TAPERED TO POINT)
CROSS SECTION VIEW OF BARE ROOT PLANTING
CROSS SECTION VIEW
WIDTH
1.5 IN (3.81 CM)
THICKNESS
1.5 IN (3.81 CM)
PLANTINGS
NOTES:
i
TRENCH 7 TRENCH
�/
fsp
yf'yf'/
�/
p 1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
fep DIG THE HOLE 8 -12 INCHES LARGER THAN THE DIAMETER OF THE
POT AND THE SAME DEPTH AS THE POT.
g/`� 2. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON ITS SIDE
TOP OF STREAMBANK IF NECESSARY TO REMOVE THE POT.
3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
AROUND THE ROOT BALL), MAKE VERTICAL CUTS WITH A KNIFE
TOP OF STREAMBANK
�O�A
��A
OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
ALSO MAKE A CRISS-CROSS CUT ACROSS THE BOTTOM OF THE BALL.
4. PLACE THE PLANT IN THE HOLE.
5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL).
6. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST
OF THE HOLE WITH THE REMAINING SOIL.
BOTTOM OF CHANNEL
TOP OF
STREAMBANK
• • • • • • •
0 0 0 0 0 0 0 0 0 0 0 0
TYPICAL SMALL
MATTING STAKE
LARGE
STAKES
• • • • • •/
• • • • • • • • • • • e
STAKES
COIR FIBER MATTING
LEG LENGTH
11.00 IN (27.94 CM)
TO BEEXTENDED TO
HEAD WIDTH
1.25 IN (3.18 CM)
• • • • • • • • • • • •
TOE OF SLOPE
O
HEAD THICKNESS
0.40 IN (1.02 CM)
LEG WIDTH
0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS
0.40 IN (1.02 CM)
TOTAL LENGTH
12.00 IN CM)
(30.48
PLAN VIEW LARGE
CROSS SECTION VIEW OF CONTAINER PLANTING
STAKES
1

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(N O
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BARB WIRE
FIELD
FENCE
STEEL GATES
( PROJECT REFERENCE NO.
SHEET NO. 1
END POST
166680
2F
PROJECT ENGINEER
SEAL I APPROVED BY:
028432
�'G•, 5/F GNE� �Q'
.ti
DATE:
4"�
SEE PLANS FOR SPECIFIC LENGTH
Michael Baker
Michael Baker Engineering Inc.
c 0y, NORTH CArkway, 2756800
Phone: [phone]
Fax: [phone]
6 INCH DIAMETER BY 8 FOOT LONG BRACE POST
[6INCHDMETER BY 8 FOOT LONG
BARB WIRE
3 INCHES
INTERNATIONAL License#: F-1084
(TYP.)
x x x x x x x x
'
'�" DI
N C DMS I D N O. 10006 8
i
��
1
GRADUATED IN SIZE FROM TOP TO BOTTOM
GETTING LARGER IN SIZE TOWARD THE TOP.i
r
'—�
VARIABLE
. .
48 INCHES
x x x x x x x x
m
~
O
0
Q
z "
-,_
z
E
>�
X X X X X X X X
ISILLJ
9
T
STEEL FRAME GATE
r
-
x x x x x x x
N
V
LJ
q
M
VARIES
BARB WIRE
GROUND LINE
X X X X X X X
L
V
NOTES:
—
Y
/i
\
\ ��
Y/ )
1 / / i
\
1\ \ \ \ \ \ \ \ ?.��
/
1
24 INCHES (TYP.)
1
/ / / / / / / / / / /
\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\
NOTE:
1. POST HEIGHT DIMENSION SHALL BE THE SAME AS REQUIRED FOR THE ADJACENT FENCE.
2. CONSTRUCT AN END OR STRESS PANEL, AS REQUIRED IN THE SPECIFICATION, ON EACH SIDE OF GATE.
3. HINGES AND LOCKS SHALL BE INSTALLED AS SPECIFIED BY GATE MANUFACTURER.
1. END POSTS SHALL BE INSTALLED AT A SPACING OF 10-15 FEET.
2. ALL FENCING AND FENCE POSTS SHOULD BE SET 1-2 FEET OUTSIDE OF THE CONSERVATION
EASEMENT FOR FENCE LINE MAINTENANCE ( LIKE HERBICIDE SPRAYING ).
AP
1

BAKER PROJECT REFERENCE NO.
SHEET NO.
166680
3
PROJECT IENGINEER
t\Plans\166680_QSB-PSH 03.dgn
m
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N
0
N 0
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N/
5
CONTROL POINT #305 4-'
GROUND COORDINATES
N: 713456.03'
E: 830566.09'
ELEV: 3065.15'
\ \ \
ROCK CROSS VANE (TYP.)
/
/
/
o
GRADE CONTJDLRaC
J-HOOK VA fE(TYN
BEGIN UT1 REACH 1
STA. 10+98.02
18" CMP
INV IN: 3048.07'
// INV OUT: 3046.94'
/ / 1 I 148"CMP
/ 1 I I INV I N :13046.47'
�/ ,INV OUT:)3046.36
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RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
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DB: 838 PG: 400, TRACT IV
REFERENCE: DB: 562 PG: 286, TRACT II
AND DB: 158 PG: 305
PC: C SL: 6260
2 - 8' GATES INSTALLED
IN PLACE OF 16' GATE
WE KIRK '
FARMS NORTH, I1LC
PIN: 8731-33-5998
DB: 838 PG: 400, (TRACT IV
REFERENCE: bp: 5 2 1/ G:/286, TRACT II
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2 - 8' GATES INSTALLED
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
FILL EXISTING CHANNEL
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BAKER PROJECT REFERENCE NO.
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DB: 838 PG: 400, TRACT IV
REFERENCE: DB: 562 PG: 286, TRACT II
AND DB: 158 PG: 305
PC: C SL: 6260
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KEE MAPPING & SURVEYING
4/14/22
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ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
BEGIN UT2
STA. 10+05.88
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INV IN: 2997.97'
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INV IN: 2997.70'
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END UT2
WE KIRK
PIN: 8730-09-3258
DB: 838 PG: 404
REFERENCE: DB: 562 PG: 286,
AND DB: 158 PG: 305
PC: C SL: 6260 & PC: C SL:
TRACT II
7314
SOUTHERN APPALACHIAN
HIGHLANDS CONSERVANCY
(CONSERVATION EASEMENT)
DB: 917 PG: 978
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DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
4
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SHEET NO.
166680
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
1NTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
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4/14/22
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WITH THE MITIGATION PLAN
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BAKER PROJECT REFERENCE NO.
SHEET NO.
166680
6
t\Plans\166680_QSB-PSH 06.dgn
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RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
FENCE ENCROACHMENT WAS CORRECTED
AFTER THE AS BUILT SURVEY WAS COMPLETED.
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
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BAKER PROJECT REFERENCE NO.
SHEET NO.
166680
7
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REFERENCE: DB: 562 PG: 286, TRACT II
AND DB: 158 PG: 305
PC: C SL: 6260 & PC: C SL: 7314
SOUTHERN APPALACHIAN
HIGHLANDS CONSERVANCY
(CONSERVATION EASEMENT)
DB: 917 PG: 978
PC: C SL: 7314
SOIL ROAD
PIN: 8721-72-6837
AS -BUILT /
TOP OF BANK (TYP.) //
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CONTROL POINT #307 - -
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
CONTROL POINT #308
GROUND COORDINATES
N:711505.47' co
E: 828898.77'
ELEV: 2918.81'
RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
FILL EXISTING CHANNEL
CHANNEL PLUG
UT to RUSH FORK
UTI
RECORD DRAWING
20 0 20 40
SCALE (FT)

BAKER PROJECT REFERENCE NO.
SHEET NO.
1
166680
8
PROJECT IENGINEER
t\Plans\166680_QSB-PSH 08odgn
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ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN:8721-i2
DB: 489.P9:J68-3 _
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AS -BUILT THALWEG (TYP.)
ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN: 8721-72-6837
DB: 489 PG: 1683
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N: 713975.07'
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ELEV: 3058.92'
BARBED WIRE FENCE (TYP.)
RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
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1. 028432
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
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SCALE (FT)

BAKER PROJECT REFERENCE NO.
SHEET NO.
166680
9
PROJECT 1ENGINEER
t\Plans\166680_QSB-PSH 09odgn
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RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN: 8721-72-6837
DB: 489 PG: 1683
AS -BUILT
TOP OF BANK (TYP.)
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
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ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN: 8721-72-6837
DB: 489 PG: 1683
\
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CONTROL POINT #301
GROUND COORDINATES
N: 713530.52'
E: 829447.33'
ELEV: 3021.99'
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UT3
RECORD DRAWING
20 0 20 40
SCALE (FT)

BAKER PROJECT REFERENCE NO.
SHEET NO.
166680
10
t\Plans\166680_QSB-PSH 1P.dgn
m
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0-1
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RECORD DRAWING LEGEND
PROPOSED DESIGN
AS -BUILT SURVEY BY
KEE MAPPING & SURVEYING
4/14/22
RED LINE VARIATIONS FROM
ORIGINAL DESIGN SUBMITTED
WITH THE MITIGATION PLAN
77
77
ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN: 8721-72-6837
DB: 489 PG: 18113 48" CMP
INV IN: 2988.02'
INV OUT: 2986.84'
12" CPP
INV IN:989.28'
z 4.N,V OUT: 88:60'.'
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CONJROL POINT #300
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N: 13167.63'
E• 29461.72'
EV: 3014.21'
12" CPP
INV I N : 2989.09'
INV OUT: 2988.62'
2 - 8' GATES INSTALLED
IN PLACE OF 2 - 16' GATES
RELOCATED ACCESS ROAD
LIVESTOCK WATER SYSTEM
DRINKER & HARDENED PAD #1
ANNE PALMER
FAMILY PROPERTIES, L.P.
PIN: 8721-72-6837
DB: 489 PG: 1683
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Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
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8000 Regency Parkway, Suite 600
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8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERN ATION AL License #: F-1084
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8000 Regency Parkway, Suite 600
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Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
Michael Baker
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Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
Michael Baker
NCDMS ID NO. 100068
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Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
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Phone: [phone]
Fax: [phone]
1NTERNATIONAL License #: F-1084
Michael Baker
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Proposed BMP Planted Species
UT to Rush Fork Mitigation Project - NCDMS Project No. 100068
Botanical Name
Common Name
% Planted by
Species
Wetland
Tolerance
Shallow Water Zone (50 Herbaceous Plants per 200 ft2)
Juncus effusus
Common Rush
10%
FACW
Peltandra virginica
Arrow Arum
10%
OBL
Pontederia cordata
Pickerelweed
10%
OBL
Sagittaria latifolia
Broadleaf Arrowhead
10%
OBL
Saururus cernuus
Lizard's Tail
10%
OBL
Scirpus cyperinus
Woolgrass
10%
FACW
Carex vulpinoidea
Fox Sedge
10%
OBL
Sparganium americanum
Bur -reed
10%
FAC
Carex lurida
Shallow Sedge
10%
OBL
Polygonum pensylvanicum
Smartweed
10%
FACW
Temporary Inundation Zone (8 shrubs per 200 ft2)
Alnus serrulata
Tag Alder
10%
OBL
Cephalanthus occidentalis
Buttonbush
10%
OBL
Cornus amomum
Silky Dogwood
10%
FACW
Ilex verticillata
Winterberry
10%
FACW
Rhododendron viscosum
Swamp Azalea
10%
FACW
Physocarpus opulifolius
Ninebark
10%
FACW
Sambucus canadensis
Elderberry
10%
FACW
Leucothoe fontanesiana
Highland Doghobble
10%
FACW
Vaccinium corymbosum
Highbush Blueberry
10%
FACW
Xanthorhiza simplicissima
Yellowroot
10%
FACW
Notes: -Final species selection may change due to refinement of site conditions or to availability at the
time of planting. If species substitution is required, the planting Contractor will submit a revised planting
list to Baker for approval prior to the procurement of plant stock.
- Shallow Water planting zone is from basin bottom to elevation 3085.5' while Temporary Inundation
planting zone is from elevation 3085.5' to 3086.5'.
- Embankments and perimeter fill slopes will be planted with non -clumping turf grasses (no trees or
woody shrubs).
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028432•
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APPROVED BY:
DATE:
Michael Baker
Michael Baker Engineering Inc.
8000 Regency Parkway, Suite 600
Cary, NORTH CAROLINA 27518
Phone: [phone]
Fax: [phone]
INTERNATIONAL License #: F-1084
NCDMS ID NO. 100068
UT to RUSH FORK
AS - BUILT
RECORD DRAWING
10 0 10 20
SCALE (FT)