20141080 Ver 1_Site Plan_20141010

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GRAPHIC SCALES
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PLANS
4• 20 • 4• 8•
1 a I I I I I ON... _-tT ..
PROFILE (HORIZONTAL)
0 5 10
PROFILE (VERTICAL)
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LOCATION: OFF HAYSTACK RD, SURRY COUNTY, NQ_
10+00.00
FAMO
"STATE PROJECT REFERENCE NO. SHEET TOTAU
NO. _aLIL=
NC 019 1 12
k
DESIGN DATA
DESIGN STREAM TYPE -- -- ---- C4
BANKFULL XSEC AREA ------ --------------- -- 154 FT2
BANKFULL WIDTH ----------------------------------- 47 FT
BANKFULL DEPTH ---- --- ---------------------------- 3.3 FT
W/D RATIO --------------------------------------------------- 14
PROJECT LENGTH
EXISTING STREAM LENGTH = 2,817 FEET
PROPOSED DESIGN STREAM LENGTH =
2,756 FEET
PREPARED FOR:
2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
RICHARD EVERHART
PROJECT ENGINEER
END CONTRUCTION_
37+55.68
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURE:
INDEX OF SHEETS
1 - - - - -- TITLE SHEET
1 -A ------ STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2-2D ------ DETAILS
3 ------ GENERAL CONSTRUCTION SEQUENCE
4-6 ...... PLAN VIEW
7 ------ ACCESS AND CONTROL POINTS
GRAPHIC SCALES
4• 20 • 4• 8•
1 m—iii
PLANS
4• 20 • 4• 8•
1 a I I I I I ON... _-tT ..
PROFILE (HORIZONTAL)
0 5 10
PROFILE (VERTICAL)
dommof '00mowlb, v v ",0000r*v m . I . m --I-
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'64
LOCATION: OFF HAYSTACK RD, SURRY COUNTY, NQ_
10+00.00
FAMO
"STATE PROJECT REFERENCE NO. SHEET TOTAU
NO. _aLIL=
NC 019 1 12
k
DESIGN DATA
DESIGN STREAM TYPE -- -- ---- C4
BANKFULL XSEC AREA ------ --------------- -- 154 FT2
BANKFULL WIDTH ----------------------------------- 47 FT
BANKFULL DEPTH ---- --- ---------------------------- 3.3 FT
W/D RATIO --------------------------------------------------- 14
PROJECT LENGTH
EXISTING STREAM LENGTH = 2,817 FEET
PROPOSED DESIGN STREAM LENGTH =
2,756 FEET
PREPARED FOR:
2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
RICHARD EVERHART
PROJECT ENGINEER
END CONTRUCTION_
37+55.68
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURE:

2 i
0
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0
­4 A01 --------------- 1%.
VEGETATION SELECTION (SHEEjT A NO.
-
STREAM CONVENTIONAL SYMBOLS
0
13
ROCK J -HOOK
A- SAFETY FENCE
TF­ TAPE FENCE
SILT FENCE
CONSERVATION EASEMENT
DOUBLE DROP ROCK CROSS VANE ---------- EXISTING MAJOR CONTOUR
TEMPORARY SILT CHECK ----------- EXISTING MINOR CONTOUR
ROOT WAD LIMITS OF DISTURBANCE
00 LOG J -HOOK FOOT BRIDGE
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
I F11
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Total Planting Area for Temporary Seeding = 6.2 acre
PERMANENT SEEDING
LOG VANE
RIPARIAN VEGETATION
TEMPORARY STREAM CROSSING
Permanent herbaceous seed mixtures for the restoration site shall be planted
in all disturbed areas.
Permanent herbaceous seed mixtures shall
be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 15 lbs/acre.
LOG WEIR
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
PERMANENT STREAM CROSSING
an o\,erall density of 450 stems/acre,
LOG CROSS VANE
Common Name
TRANSPLANTED VEGETATION
Tolerance
CONSTRUCTED RIFFLE
Big Blue Stem
TREE REMOVAL
FAC
BOULDER CLUSTER
Indian Grass
5%
FACU
Dichanthelium clandestinum
Tioga Deer Tongue
TREE PROTECTION
FACW
Coreopsis lanceolata
Lance-Leaved Tick Seed
10%
FAC
LOG ROLLER
Beggars Tick
BANK SLOPING AND MATTING
FACW
Juncus effusus
Soft Rush
5%
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
I F11
W
Total Planting Area for Temporary Seeding = 6.2 acre
PERMANENT SEEDING
RIPARIAN VEGETATION
Permanent herbaceous seed mixtures for the restoration site shall be planted
in all disturbed areas.
Permanent herbaceous seed mixtures shall
be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 15 lbs/acre.
Riparian Buffer
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
an o\,erall density of 450 stems/acre,
Botanical Name
Common Name
by Species
Tolerance
Andropogon gerardii
Big Blue Stem
5%
FAC
Sorgastrum nutans
Indian Grass
5%
FACU
Dichanthelium clandestinum
Tioga Deer Tongue
15%
FACW
Coreopsis lanceolata
Lance-Leaved Tick Seed
10%
FAC
Bidens flondosa (or aristosa)
Beggars Tick
5%
FACW
Juncus effusus
Soft Rush
5%
FACW+
Schizachyiium scoparium
Little Blue Stem
5%
FACU
Polygonum pennsylvanicum
Pennsylvania Smartweed
5%
FACW
Tripsacum dactyloides
Eastern Gamma Grass
5%
FAC+
Panicum virgatum
Switchgrass
15%
FAC+
Elymus virginicus
Virginia wildrye
15%
FAC
Agrostis albs
Redtop
10%
FACW
Diospyros virginiana
Total
100%
Total Planting Area for Permanent Seeding. Riparian Buffer = 4.2 acre
LIVE STAKING
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
Live stakes will be installed along all stabilized bank areas, as indicated on the planting plan sheet,
and according to the construction
specifications.
MAY2013
Botanical I Latin Name
Common Name
by Species
of Stems Wetiand Tolerance
Comus amonum
Silky dogwood
40%
1840 FACW+
Salix sericea
Silky willow
40%
1840 OBL
Salix nigra
Black willow
20%
920 OBL
FACU
Total
100%
4,600
Total Planting Area for Livestak es = 0.60 acre
** Live stake all disturbed banks as show on plans and detail 2-C
PREPARED FOR:
2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
Total Planting Area for Riparian Vegetation = 3.5 acre
** Riparian vegetation to be planted on all disturbed bankfull benches and terrace slopes
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
SYMBOLOGY
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
RIPARIAN VEGETATION
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
Riparian vegetation species (bare-roots) shall be planted in the riparian vegetation
areas as designated on the plans. Species shall be planted at
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
an o\,erall density of 450 stems/acre,
using the mixture of species and percentages listed below.
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITIE WHILE
PERFORMING THE CONSTRUCTION WORK.
Trees
3. CONSTRUCTION IS SCHEDULED TO BEGIN FALL 2014.
Botanical Name
Common Name
by Species
Tolerance
Betula nigra
River Birch
10%
FACU
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE-CALL," BEFORE
Platanus occidentalis
Sycamore
10%
FACW
EXCAVATION STARTS. (1-800-632-4949)
Liiiodendron tulipifera
Tulip Poplar
10%
FAC
Quercus rubra
Southern Red Oak
10%
FACU
N r[ )%Arqui
Quercus phellos
Willow Oak
Persimmon
10%
10%
FACU+
FAC
Diospyros virginiana
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
Shrubs
MAY2013
Alnus serrulata
Tag Alder
10%
FACW+
Lindera b enz oin
Spicebush
5%
FACW
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Cercis canadensis
Redbud
5%
FACU
Sambucus canadensis
Elderberry
10%
FACW-
6.60 TEMPORARY SEDIMENT TRAP
Cornus amomum
Silky Dogwood
10%
FACW+
Total
100%
6.62 TEMPORARY SILT FENCE
PREPARED FOR:
2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
Total Planting Area for Riparian Vegetation = 3.5 acre
** Riparian vegetation to be planted on all disturbed bankfull benches and terrace slopes
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
SYMBOLOGY
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMIDATE EXPECTED EQUIPMENT.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS, OR AS DIRECTED BY THE: ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONTRUCTION ENTRANCES IN AWAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCES
WHEN LEAVING THE PROJECT SITE.
PREPARED FOR:
.• -Lw-i
VARIES
MOW
LITTLE FISHER RIVER
STA. 10+00.00 TO STA 37 +55.88
BKF WIDTH = 46.8'
19.0' 4.4'
VARIES
2.1
2.2'
TYPICAL RIFFLE CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL, AREA= 154.0 FT2
BKF WIDTH = 50.0'
28.0` 8.0'
VARIES
TYPICAL POOL RIGHT CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA = 203.0 FT2
�;��►�,� mil` � �' � ��.
2714 HENNING DR., WINSTDN- SALEM, NC 27106
(336) 750 -0522
LITTLE FISHER • NEWMAN SITE
PREPARED IN THE OFFICE OF:
y
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE # P- 1 182
PROJECT # SHEET NO.
019 2
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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TOE WOOD SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TOE WOOD MATERIAL
TYPE: LOGS AND BRUSH MATERIAL
SIZE: 5 FT LONG. 1 INCH DIAMETER
TYPE: HARDWOOD
FOUNDATION LOGS
SIZE: 10 FT LONG, 10 INCH DIAMETER
COIR FIBER MATTING
TYPE: NETTING (SEE SPECIFICATIONS)
NOTES FOR TOE WOOD ST RUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURES TABLE SHEET.
2. DIG A TRENCH ALONG BANK WHERE TOE WOOD IS TO BE INSTALLED,
TO THE DEPTH AND WIDTH SPECIFIED IN THE DETAILS AND STRUCTURES
TABLE. IF TOE WOOD IS BEING PLACED IN A LOCATION WHERE THERE IS
NOT EXISTING GROUND, PLACE FILL MATERIAL AND COMPACT TO FORM
THE TRENCH FOR THE TOE WOOD MATERIALS.
3. FOUNDATION LOGS SHALL BE AT LEAST 1 O "IN DIAMETER, STRAIGHT,
HARDWOOD, AND NOT ROTTEN. PLACE FOUNDATION LOGS AS SHOWN
IN THE DETAIL TO FORM A FOUNDATION FOR THE TOE WOOD MATERIALS
TO LAY UPON.
4. TOE WOOD LAYERS SHALL CONSIST OF WOODY MATERIALS INCLUDING
BRANCHES, LOGS, BRUSH, AND ROOT WADS THAT ARE NOT ROTTEN, AT
LEAST 5 FEET IN LENGTH, AND AT LEAST 1 "IN DIAMETER. LARGE MATERIALS
AND SMALL MATERIALS SHALL BE MIXED, PLACED IN LAYERS NO MORE
THAN 1 FOOT DEEP, COVERED IN A THIN LAYER OF ONSITE ALLUVIUM, AND
COMPACTED BEFORE PLACING THE NEXT LAYER OF TOE WOOD MATERIAL.
CONTINUE PLACING MATERIALS TO FORM A DENSE LAYER OF WOODY
MATERIALS AND ONSITE ALLUVIUM TO THE DEPTH AND ELEVATIONS SPECIFIED.
5. PLACE A LAYER OF COIR FIBER MATTING OVER THE TOP OF THE COMPLETED
TOE WOOD LAYER, AND THEN CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS
(AS SPECIFIED OR DIRECTED BY THE ENGINEER) TO REBUILD THE STREAMBANK
ABOVE THE TOE WOOD LAYER.
COIR FIBER MATTIt4G
COMPACTED BACKFILL
i
UNDISTURBED
EARTH
COIR FIBER MATTING
TOE WOOD WITH GEOLIFT 0
MATTING SHALL BE RUN UP THE BANK TO PROTECT THE TOE OF THE BENCH.
IF TWO LAYERS OF THE MATTING ARE REQUIRED TRENCH MATTING AS SHOWN
TO A DEPTH OF ONE FOOT.
POINT BAR OF CHANNEL
(SEE TYPICAL SECTIONS)
FOUNDATION LOGS
INSTALLED AS SHOti
AT
t\
BASEFLOW
DEPTH FINISHED BED /yv� /\
E STRUCTURE
TABLE_ \ ELEVATION
2,4 j
WIDTH
SEE STRUCTURE TABLE
FOUNDATION LOG---/ SECTION VIEW
WIRE OR PLASTIC ZIP TIES WITH A MINIMUM
TENSILE STRENGTH OF 50 LB SHALL BE
USED TO CONSTRUCT THE FENCE
MESH WIRES SHALL BE
121/2 GAUGE :MINIMUM
WIRE MESH
GEOTEXTILE; OR COIR FIBER MATTING
MECHANICALLY COMPACTED FILL 2 PASSES OF
A COMPACTION DE'ACE EXERTING AT LEAST
60 LB /IN ON 80TH SIDES OF FENCE
RUNA.,OFF DIRECTION --
GEOTEXTILE OR COIR FIBER MATTING
PREPARED FOR:
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
ELEVATION POINT (SEE STRUCTURES TABLE)
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE, REQUIRES USE
OF EXTRA STRENGTH COIR FIBER MATTING)
(4' MAX. WITHOUT WIRE, NORMAL STRENGTH
COIR FIBER MATTING)
FENCE HEIGHT
MAX 24"
ABOVEGROUND
T -POSTS SHALL BE 1.33 LB /LF STEEL WITH A
MINIMUM LENGTH OF 5 FEET AND SHALL BE
CONSTRUCTED SO AS TO ALLOW FOR
FASTENING OF THE FABRIC
TOP AND BOTTOM STRANDS
SHALL BE 10 GAUGE MINIMUM
GEOTEXTILE FABRIC SHALL BE STANDARD OR EXTRA STRENGTH
SYNTHETIC FIBER CERTIFIED BY THE MANUFACTURER TO COMPLY
WITH MATERIAL REQUIREMENTS IN ASTM STANDARDS D 6461, 4632,
4491, 4751, AND 4355.
NOTES:
I 1 I 1. AVOID JOINTS, UNAVOIDABLE JOINTS MUST HAVE
g I
Ul I I 4 FEET OF CLOTH OVERLAP AND SHOULD TIE
INTO THE NEXT ADJACENT POST.
o POST DEPTH 2. PLACE ON CONTOUR EXCEPT ENDS WHICH SHOULD
24" MINIMUM BE V ABOVE GRADE TO PREVENT CUT AROUND.
3. WRAP APPROX. 6" OF GEOTEXTILE FABRIC AROUND
END POSTS AND SECURE WITH TIES.
4. REMOVE ONCE AREA IS STABLE.
LITTLE FISHER - NEWMAN SITE
4v
I/
PREPARED IN THE OFFICE OF:
a,
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE # P- 1 182
PROJECT �' SHEET NO.
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 5 FT X 4 FT X 3FT
NUMBER OF HEADER ROWS: 1
LOGS
NUMBER OF FOOTER ROWS: I
FILTER FABRIC
TYPE: TYPE 2 NON-WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR ROCK VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS,
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 5 FT X 4 FT 3FT
TYPE: HARWOOD
LOGS
SIZE: 40 FT LONG, 12 INCH 0 MIN.
NUMBER OF HEADER LOGS: I
NUMBER OF FOOTER LOGS: 1
FILTER FABRIC
TYPE: TYPE 2 NON-WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
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. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS,
PER DIRECTION OF ENGINEER.
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--a— SILL
LOG BURiED
BELOW STREAMBED
[m]
NO GAPS
BETWEEN
AT ROCKS
A
_/3
HEADER
ROCK
FOOTER
ROCK
Bl
SCOUR POOL i
PREPARED FOR:
01
TOP OF BANK / RArvvr_-i u i
FLOW-------mb_
ONSITE ALLUVIUM---\
FILTER FABRI
ARM SLOPE
.PROFILE VIEW A -A
VANE ARM
LOG VANE S
k'
a
GS BURIED IN
STREAMBANK
AT LEAST 5'
ELEVATION POINT (SEE STRUCTURES TABLE)
2714 HENNING DR., WINSTON-SALEM, NC 27106
(336) 7.50-0522
LITTLE FISHER - NEWMAN SITE
FILTER F
SECTION B - B'
VANE ARM CROSS SECTION
TOP OF STREAMBANK
HEADER ROCK
HEADER ROCK
FOOTER ROCK
FLOW
&
STREAMBED
BOULDER
21
FOOTER LOG
HEADER LOG
PROFILE VIEW A -
FOOTER LOG
FILTER
FABRIC
mar" 0 lm 0 _19-03
PREPARED IN THE OFFICE OF:
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE# P- 1 182
PROJECT # SHEET NO.
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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NOTES:
1. IF STAKES ARE BEING HARVESTED NEAR THE SITE
STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. KEEP STAKES COOL AND MOIST WHILE ON THE JOB SITE
AND PRIOR TO INSTALLATION.
3. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
4. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
5. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.
6. STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
7. STAKES SHALL BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
TOP OF STREAMBANK
3" TO 61,
Lli''JE STAKE
LIVE STAKING
A
TOP OF STREAMBANK -- /—TOP OF STREAMBANK
SECTION A - AT
TOE OF SLOPE
1 11 Ii– r^`- . vr^ --.. 1-,- . n —11 n —. A --- ON PLANS
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. WOODEN STAKES AS DIRECTED BY THE ENGINEER.
WOODEN STAKES ARE PREFERRED. USE STAPLES
AS SMALL ACHORS MUST BE PRE - APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
SMALL ANCHORS ON
2 FT CENTERS
�= 2' -3' .SPACING
SEE PLAN VIEW SHEET FOR LI IE STAKING LOCATIONS
LIVE STAKE SPACING PLAN VIEW
MATTING SMALL ANCHOR TRENCH
IN TRENCH ON V CENTERS
ANCHOR OVERLAP
/ ON V CENTERS
INS gq
ANCHORS ON -
2' - 3' CENTERS
\\
STREAM BED
BACKFILL WITH
STREAMBED MATERIAL
6" OVERLAY(MIN)
— 18" -24„
(TYP)
BACKFILL
L---m—AT
PLAN VIEW
5:. UAKt. l:U I I V
BUDS FACING UPWARD
AFTERINSTALEE
LIVE CUTTING MIN. 1/2" DIA
ANGLE CUT 30 - 45 DEGRE
LARGE
ANCHORS ON
3' CENTERS ALONG CENTER
LARGE
ANCHORS ON
2' CENTERS ALONG TOE
FLOODPLAIN/
EXISTING
GROUND
6" MIN
SMALL ANCHORS ON
V CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
C`}" BURIED BELOW STREAMBED
NOW
PREPARED FOR:
2'- 3' LENGTH
LIVE STAKE DETAIL
h Air ii /'N I A IT' M A FI X A ll"'l. t 11 7) 1-'f M 7711] RA A`r'rlll l!''
MATTING PLACEMENT
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
MATTING PLAN VIEW
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
PROJECT # SHEET NO.
®� 9 2 "C
IS
LARGE ANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
2"
2"
24"
SMALL ANCHORS
WOODEN STAKE
1 .511
11"
1 "(NOMINAL.)
STAPLE
12"
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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NOTES BARE ROOT PLANTING:
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE
BUFFER AS SHOWN ON THE PLANS.
2. ALLOW FOR 6-10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE
AND RATE STAED IN 'VEGETATION SELECTION.
3. LOOSEN COMPACTED SOIL,
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
S. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT J- ROOTING.
6. KEEP ROOTS MOIST'` VHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL -IN PLANTS IN N iOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARF IWAL TO PROJECT SITE.
PREPARED FOR:
NOTES FOR CONTAINER PLANTING:
1. PLANT CONTAINER PLANTS IN LOCATIONS INDICATED ON PLANS.
2. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
DIG THE HOLE 8 -12 INCHES LARGER THAN THE DIAMETER OF THE
POT AND THE SAME DEPTH AS THE POT.
3. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON ITS SIDE
IF NECESSARY TO REMOVE THE POT.
4. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
AROUND THE ROOT BALD, MAKE VERTICAL CUTS WITH A KNIFE
TOP OF STREAMBANK OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
ALSO MAKE A CRISS -CROSS CUT ACROSS THE BOTTOM OF THE BALL.
5. PLACE THE PLANT IN THE HOLE.
6. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL).
7. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST
OF THE HOLE WITH THE REMAINING SOIL.
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF CONTAINER PLANTING
LITTLE FISHER - NEWMAN SITE
SORRY COUNTY, NC
PROJECT # SHEET NO.
O 1 9 2 -D
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

►r
O
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11111111liq 11111111 111111,11
Existing
Toe
� I
- r
'Structure #
Angle (deg) Slope (o/0)
� � L
Length (ft)
at Pt 2
Structure #
Length
. _..
Ili■ p i■ i
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Existing
Toe
Wood Dimensions
Sill
Station (ft)
Ele\ation (ft)
Ele\ration (ft)
Structure #
Structure #
Length
IIII•�IIU.IIII
ii
q
_ •
I
Little Fisher - Newman ! Johnson
Johnson
Rosgen Stream Type
C4
tation (ft)
Station (ft)
Drainage Area (sq mi)
21.1
21.1
Reach Length (ft)
2817
2756
Bankfull Width (ft)
42.6
51.6
46.7
42 47
Bankfull Mean Depth (ft)
3.1
1
1
E tort m0i
Width /Depth Ratio
. 1
------------
14.1
12.0
18.0
13.0 15.0
Bankfull Area (sq ft)
142.0
161.8
1 154.3
154.0
Bankfull Max Depth (ft)
3.9
4.3
4.1
.. _
4.3
_ .... __,
Width of Floodprone Area (ft)
> 100
>100
III
> 2.2
�
• � �
-
9a MM, 11
i; IBC
� III •� �=
1 i
1
6.5 7.5
141
E
Ratio of Max Pool Depth to
2.1
11111111liq 11111111 111111,11
NOTES:
1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS SHOWN.
2. ANY PROPOSED CHANGES MUST BE APPROVED BY THE ENGINEER.
PREPARED FOR:
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
1. Any utility locations shown on these plans are approximate. The contractor shall have all utilities within the
project limits located and marked prior to beginning construction. The contractor will be responsible for the
repair of any utilities damaged during construction.
3. Gravel, Class A stone "construction entrances ", shall be installed as shown on the plans.
4. Temporary staging areas shall be established as directed by engineer. Install silt fence around the down -
slope perimeter of the staging /stockpile areas to avoid sediment runoff.
5. Construction shall proceed upstream to downstream.
6. The restored channel sections shall be stabilized with in- stream structure, erosion control matting, and
seeding. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the
end of the work day.
7. Excess soil materials shall be disposed of in areas shown on the plans and stabilized with mulch, temporary
and permanent seed.
8. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to May).
9. Staging and stockpile areas, and silt fences shall be removed and the ground shall be repaired to stable
conditions once planting is complete or once they are no longer needed. Field areas shall be left smooth and
free of depressions, mounds, trash, rubble, and rocks. The construction entrance may also be removed or left in
place if approved by engineer.
10. The Contractor shall ensure that the project is free of trash and leftover materials prior to demobilization of
equipment from the site.
• • • •
PROJECT # SHEET NO.
019 3
Existing
Toe
Wood Dimensions
Parameter
minimum I
Ele\ation (ft)
-Average
Structure #
Length (ft) J
Width
�' - •
Begin
End
Little Fisher -Newman /
Little Fisher - Newman ! Johnson
Johnson
Rosgen Stream Type
C4
tation (ft)
Station (ft)
Drainage Area (sq mi)
21.1
21.1
Reach Length (ft)
2817
2756
Bankfull Width (ft)
42.6
51.6
46.7
42 47
Bankfull Mean Depth (ft)
3.1
1
1
3.2 3.4
Width /Depth Ratio
12.8
16.5
14.1
12.0
18.0
13.0 15.0
Bankfull Area (sq ft)
142.0
161.8
1 154.3
154.0
Bankfull Max Depth (ft)
3.9
4.3
4.1
3.9
4.3
Width of Floodprone Area (ft)
NOTES:
1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS SHOWN.
2. ANY PROPOSED CHANGES MUST BE APPROVED BY THE ENGINEER.
PREPARED FOR:
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
1. Any utility locations shown on these plans are approximate. The contractor shall have all utilities within the
project limits located and marked prior to beginning construction. The contractor will be responsible for the
repair of any utilities damaged during construction.
3. Gravel, Class A stone "construction entrances ", shall be installed as shown on the plans.
4. Temporary staging areas shall be established as directed by engineer. Install silt fence around the down -
slope perimeter of the staging /stockpile areas to avoid sediment runoff.
5. Construction shall proceed upstream to downstream.
6. The restored channel sections shall be stabilized with in- stream structure, erosion control matting, and
seeding. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the
end of the work day.
7. Excess soil materials shall be disposed of in areas shown on the plans and stabilized with mulch, temporary
and permanent seed.
8. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to May).
9. Staging and stockpile areas, and silt fences shall be removed and the ground shall be repaired to stable
conditions once planting is complete or once they are no longer needed. Field areas shall be left smooth and
free of depressions, mounds, trash, rubble, and rocks. The construction entrance may also be removed or left in
place if approved by engineer.
10. The Contractor shall ensure that the project is free of trash and leftover materials prior to demobilization of
equipment from the site.
• • • •
PROJECT # SHEET NO.
019 3
NOTES:
GEOMORPHOLOGICAL TABLE PROVIDED FOR PERMITTING REVIEW PURPOSES. CONTRACTOR SHALL NOT USE THE INFORMATION FOR CONSTRUCTION PURPOSES.
LITTLE FISHER - NEWMAN SITE
PREPARED IN THE OFFICE OF:
ECOSYSTEM PLANNING, & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE # P- 1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
Existing
Reference Criteria
Design
Parameter
minimum I
maximum
-Average
minimum
Maximum
Minimum
I Maximum
Stream Name
Little Fisher -Newman /
Little Fisher - Newman ! Johnson
Johnson
Rosgen Stream Type
C4
C
C4
Drainage Area (sq mi)
21.1
21.1
Reach Length (ft)
2817
2756
Bankfull Width (ft)
42.6
51.6
46.7
42 47
Bankfull Mean Depth (ft)
3.1
3.5
3.3
3.2 3.4
Width /Depth Ratio
12.8
16.5
14.1
12.0
18.0
13.0 15.0
Bankfull Area (sq ft)
142.0
161.8
1 154.3
154.0
Bankfull Max Depth (ft)
3.9
4.3
4.1
3.9
4.3
Width of Floodprone Area (ft)
> 100
>100
Entrenchement Ratio
> 2.2
> 2.2
o
Max Pool Depth (ft)
7.0
6.5 7.5
E
Ratio of Max Pool Depth to
2.1
2.0
3.5
2.0 2.3
Bankfull Depth
Pool Width (ft)
52.0
49.0 51.0
Ratio of Pool Width to Bankfull
1.1
1.1
1.5
1.1 1.1
Width
Pool to Pool Spacing (ft)
150.0
300.0
225.0
150.0 300.0
Ratio of Pool to Pool Spacing
3.2
6.4
4.8
3.0
7.0
3.4 6.7
to Bankfull Width
Bank Height Ratio
1.4
1.8
1.5
1.0
1.1
1.0 1.1
Meander Length (ft)
235.0
435.0
331.0
235.0 435.0
Meander Length Ratio
5.0
9.3
7.1
7.0
12.0
5.3 9.8
E
Radius of Curvature (ft)
40.0
65.0
48.0
62.3 89.0
°'
4-
Radius of Curvature Ratio
0.9
1.4
1.0
2.0
3.5
1.4 2.0
ca
°-
Meander Belt Width (ft)
66.0
233.0
112.0
66.0 233.0
Meander Width Ratio
1.4
5.0
2.4
3.5
8.0
1.4 5.0
Sinuosity
1.29
1.2
1.6
1.26
Valley Slope ( ft/ft)
0.0040
0.0040
WS Slope (ft/ft)
0.0031
0.0032
Pool Slope ( ft/ft)
0.0001
0.0001
o
a
Ratio of Pool Slope to WS
0.03
0.03
Slope
D16 (mm)
9.2
9.2
u
D35 (mm)
25
25
�
D50 (mm)
34
34
D84 (mm)
74
74
m
D95 (mm)
110
110
NOTES:
GEOMORPHOLOGICAL TABLE PROVIDED FOR PERMITTING REVIEW PURPOSES. CONTRACTOR SHALL NOT USE THE INFORMATION FOR CONSTRUCTION PURPOSES.
LITTLE FISHER - NEWMAN SITE
PREPARED IN THE OFFICE OF:
ECOSYSTEM PLANNING, & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE # P- 1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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PROJECT #' SHEET NO.
PLAN /
PROFILE
I NSTI 117-1
2714 HENNING DR., WINSTOIN-SALEM, NC 27106
(336) 750-0=22
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF
sit
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE# P -1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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I NSTI 117-1
2714 HENNING DR., WINSTOIN-SALEM, NC 27106
(336) 750-0=22
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF
sit
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE# P -1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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019 6
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2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF'
ECOSYSTEM PLANNING & RESTORATION
104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE # P -1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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LIMITS OF DISTURBANCE
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NOTE:
ALL LATERAL DITCHES SHALL BE CROSSED USING TIMBER MAT CROSSING SCALE (FT)
2714 HENNING DR., WINST&N-SALEM, NC 27106
(336) 750-OS22
LITTLE FISHER - NEWMAN SITE
SURRY COUNTY, NC
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION