20150943 Ver 1 - JC_090115_Full_Size - 9/14/2015

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VICINITY MAP
INDEX OF SHEETS
1...... TITLE SHEET
1 -A .... STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2-211 DETAILS
3 ...... GEOMORPH0LOGICAL TABLES
3A . . . . . . CONSTRUCTION SEQUENCE
STRUCTURES TABLE
4 - 1 0 ...... PLAN VIEW
RESOURCE INSTITUTE
NC
SURRY COUNTY
LOCATION: SURRY COUNTY, NC
TYPE OF WORK:
BEGIN CONSTRUCTION
TRIB 2
i
STREAM RESTORATION
AND ENHANCEMENT
STA. 10+00
\ i \
\ O\
\
I,
END CONSTRUCTION
TRIB 2
STA. 13 +20
PROJECT REFERENCE NO.
DESIGN DATA
JACKSON TRIB I
DESIGN STREAM TYPE - 134C B
BANKFULL XSEC AREA - - 25.3 FT2
BANKFULL WIDTH - 8.7 FT
BANKFULL MAX DEPTH - 1.8 FT
W /DRATIO ----------- - - - - -- 14
PROJECT LENGTH
1.0 FT2
3.0 FT
0.5 FT
14
TRIB2
134
7.8 FT2
10.4 FT
1.0 FT
14
EXISTING STREAM LENGTH = 2,959 FEET
PROPOSED DESIGN STREAM LENGTH = 2,641 FEET
• NAD 83
- - - - - - - - - - - - - -
SHEET 8
32.00
\ 27-
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Iia.00 lzwo 13w0 14p9 I -]StP� issW •
BEGIN CONSTRUCTION
JACKSON CREEK
STA. 10 +00
GRAPHIC SCALES r REVISIONS
NO. DESCRIPTION
1 PERMIT SUBMITTAL
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
5 i 0 5 10
X1111
PROFILE (VERTICAL) /
END CONSTRUCTION
TRIB I
STA. 12 +97
EGIN CONSTRUCTION
RIB 1
TA. 10+00
END CONSTRUCTION
JACKSON CREEK
STA. 33 +77
/
r PREPARED FOR: PREPARED IN THE OFFICE OF: r PROJECT ENGINEER
ENGR. APPROV. DATE ECOSYSTEM 559 JONES FRANKLIN ROAD
PLANNING & SUITE 150
KLT KLT 9/4/15 RALEIGH, NC 27606
RESTORATION LICENSE # P -1 182
I ESO U C l' PROGRESS DRAWING
',
I � I � I. I � I l ' I FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522 SUMMER 1 FALL 2015 KEVIN TWEEDY, PE
LETTING DATE: PROJECT ENGINEER
RICHARD EVERHART
PROJECT ENGINEER P.E.
J / SIGNATURE:
SHEET
TOTAL
NO
SHEET
17)
TRIB2
134
7.8 FT2
10.4 FT
1.0 FT
14
EXISTING STREAM LENGTH = 2,959 FEET
PROPOSED DESIGN STREAM LENGTH = 2,641 FEET
• NAD 83
- - - - - - - - - - - - - -
SHEET 8
32.00
\ 27-
__--- -` - -A- �-- i SHE
SHE 4 SHEET 'o
Iia.00 lzwo 13w0 14p9 I -]StP� issW •
BEGIN CONSTRUCTION
JACKSON CREEK
STA. 10 +00
GRAPHIC SCALES r REVISIONS
NO. DESCRIPTION
1 PERMIT SUBMITTAL
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
5 i 0 5 10
X1111
PROFILE (VERTICAL) /
END CONSTRUCTION
TRIB I
STA. 12 +97
EGIN CONSTRUCTION
RIB 1
TA. 10+00
END CONSTRUCTION
JACKSON CREEK
STA. 33 +77
/
r PREPARED FOR: PREPARED IN THE OFFICE OF: r PROJECT ENGINEER
ENGR. APPROV. DATE ECOSYSTEM 559 JONES FRANKLIN ROAD
PLANNING & SUITE 150
KLT KLT 9/4/15 RALEIGH, NC 27606
RESTORATION LICENSE # P -1 182
I ESO U C l' PROGRESS DRAWING
',
I � I � I. I � I l ' I FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522 SUMMER 1 FALL 2015 KEVIN TWEEDY, PE
LETTING DATE: PROJECT ENGINEER
RICHARD EVERHART
PROJECT ENGINEER P.E.
J / SIGNATURE:

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STREAM CONVENTIONAL SYMBOLS
0
ROCK J -HOOK
by Species
ROCK VANE
5%
OUTLET PROTECTION
5%
ROCK CROSS VANE
15%
DOUBLE DROP ROCK CROSS VANE
10%
TEMPORARY SILT CHECK
5%
ROOT WAD
GO
LOG J -HOOK
LOG VANE
LOG WEIR
LOG CROSS VANE
° CONSTRUCTED RIFFLE
o�00000�
BOULDER CLUSTER
LOG ROLLER
GRADE CONTROL LOG JAM
� LOG STEP POOL
TOEWOOD
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
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Os SAFETY FENCE
TF TAPE FENCE
SILT FENCE
cE CONSERVATION EASEMENT
---- - - - - -- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
-------- - - - - -- LIMITS OF DISTURBANCE
— — — — — BANKFULL BENCH (GRADE)
LIMITS OF DISTURBANCE
® FOOT BRIDGE
�o
-- TEMPORARY STREAM CROSSING
PERMANENT STREAM CROSSING
TRANSPLANTED VEGETATION
TREE REMOVAL
GENERAL NOTES
TREE PROTECTION
BANK SLOPING AND MATTING
CHANNEL FILL
GRADE BANK 2:1 OR FLATTER
GEOLIFT
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
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 TO BEGIN SUMMER / FALL 2015.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE
EXCAVATION STARTS. (1- 800 - 632 -4949)
STANDARD SPECIFICATIONS
NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
MAY2013
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.60 TEMPORARY SEDIMENT TRAP
6.62 TEMPORARY SILT FENCE
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
REVISIONS \
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
PREPARED FOR:
N /
I.I.I.I.L. I.I.
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522 /
VEGETATION SELECTION PROJECT# (SHEET NO.
039 1 -A
TEMPORARY SEEDING \
Scientific Name Name Rate Dates SYMBOLOGY 1
Secale cereale Cereal Rye 130 Ibs /acre September to March (Cool Season) NOTES
Urochloa ramosa Browntop Millet 30 Ibs /acre April to August (Warm Season)
Total Plantinq Area for Temporary Seeding 1.5 1 acre(s)
PERMANENT SEEDING
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 Ibs /acre.
Scientific Name
Andropogon gerardii
Sorghastrum nutans
Dichanthelium clandestinum
Coreopsis lanceolate
Bidens frondosa (or aristosa)
Juncus effusus
Schizachyrium scoparium
Persicaria pensylvanicum
Tripsacum dactyloides
Panicum virgatum
Elymus virginicus
Agrostis alba
:71�_1N/_1��= ��J���:7
Common Name
Big Blue Stem
Yellow Indian Grass
Deer - tongue Witch Grass
Lance - Leaved Tick Seed
Beggars Tick
Soft Rush
Little Blue Stem
Common Smartweed
Eastern Gamma Grass
Switchgrass
Virginia wildrye
Redtop
Tota 1
Total Planting Area for Permanent Seeding: Riparian Buffer
Percent Planted
Wetland
by Species
Tolerance
5%
FAC
5%
FACU
15%
FACW
10%
FAC
5%
FACW
5%
FACW+
5%
FACU
5%
FACW
5%
FAC+
15%
FAC+
15%
FAC
10%
FACW
100%
1.5 acre(s)
LIVE STAKING
Live stakes will be installed along all stabilized bank areas, as indicated on the planting plan sheet, and according to the
construction specifications. * *Live stake all disturbed banks as shown on plans and details * *.
Common Percent Planted by Approx. Number of Wetland
Scientific Name Name Species Stems Tolerance
Corpus amomum Silky dogwood 40% 390 FACW+
Salix sericea Silky willow 40% 390 OBL
Salix nigra Black willow 20% 195 OBL
Tota 1 100% 976
Total Planting Area for Livestakes 0.4 1 acre(s)
RIPARIAN VEGETATION
Riparian vegetation species (bare- roots) shall be planted in the riparian vegetation areas as designated on the plans. Species
shall be planted at an overall density of 450 stems /acre, using the mixture of species and percentages listed below. * *Riparian
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details * *.
Percent Planted Wetland
Scientific Name Common Name by Species Tolerance
TREES
Betula nigra
River Birch
10%
FACU
Platanus occidentalis
Sycamore
10%
FACW
Liriodendron tulipifera
Tulip Poplar
10%
FAC
Quercus rubra
Southern Red Oak
10%
FACU
Quercus phellos
Willow Oak
10%
FACU+
Diospyros virginiana
Persimmon
10%
FAC
SHRUBS
Alnus serrulata
Tag Alder
10%
FACW+
Lindera benzoin
Spicebush
5%
FACW
Cercis canadensis
Redbud
5%
FACU
Sambucus canadensis
Elderberry
10%
FACW -
Cornus amomum
Silky Dogwood
10%
FACW+
Tota 1
100%
Total Planting Area for Riparian Vegetation
JACKSON CREEK
SURRY COUNTY, NC
N /
1.0 I acre(s)
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c
R ESTORATI ON
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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TYPICAL SECTIONS
JACKSON CREEK
STA. 10+00 TO STA 30 +24
VARIES BANKFULL WIDTH = 18.7' VARIES
------------------------------
2•
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s 6.4' Ids 3.2'
TYPICAL RIFFLE CROSS SECTION
BANKFULL CROSS
SECTIONAL AREA = 25.3 FT2
\� \` \� \�� \� \�'` VARIES BANKFULL WIDTH = 25.0' 0"'7 — — — — — — — — — — — — — — — — — — — — — — — — — —
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TRIB I
STA. 10+00 TO STA 12+97
VARIES ss BANKFULL WIDTH = 3.0' �s VARIES
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VARIES ►s
--od 0.3'
TYPICAL RIFFLE CROSS SECTION
BANKFULL CROSS
SECTIONAL AREA= 1.0 FT2
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BANKFULL WIDTH = 4.0' VARIES
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� 1.2' � 0.8 �
TYPICAL POOL CROSS SECTION
BANKFULL CROSS
SECTIONAL AREA= 1.6 FT2
REVISIONS \ /
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
/ **1
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PREPARED FOR:
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2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
J �
Is 6.4' s•s 5.6'
TYPICAL POOL CROSS SECTION
BANKFULL CROSS
SECTIONAL AREA = 53.0 FT2
JACKSON CREEK
SURRY COUNTY, NC
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TRIB 2
STA. 10+00 TO STA 13+20
BANKFULL WIDTH = 10.4'
20- i
VARIES
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3.6 1.6
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TYPICAL RIFFLE CROSS SECTION
BANKFULL CROSS
SECTIONAL AREA = 7.8 FT2
PROJECT # (SHEET NO.
039 2
DETAILS
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PLANTINGS
TOP OF STREAMBANK
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PLANTING SPECIFICATIONS
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 STATED IN VEGETATION SELECTION.
3. LOOSEN COMPACTED SOIL.
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT J- ROOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL -IN PLANTS W MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE.
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
\ /
DATE
9/4/15
WIRE OR PLASTIC ZIP TIES WITH A MINIMUM
TENSILE STRENGTH OF 50 LB SHALL BE
USED TO CONSTRUCT THE FENCE
PLANTINGS
NOTES FOR CONTAINER PLANTING:
1.
PLANT CONTAINER PLANTS IN LOCATIONS INDICATED ON PLANS.
2.
TOP OF STREAMBANK
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PLANTING SPECIFICATIONS
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 STATED IN VEGETATION SELECTION.
3. LOOSEN COMPACTED SOIL.
4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT J- ROOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL -IN PLANTS W MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE.
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
\ /
DATE
9/4/15
WIRE OR PLASTIC ZIP TIES WITH A MINIMUM
TENSILE STRENGTH OF 50 LB SHALL BE
USED TO CONSTRUCT THE FENCE
PLANTINGS
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
iii;
AROUND THE ROOT BALL), 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.
6.
PLACE THE PLANT IN THE HOLE.
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.
TEMPORARY SILT FENCE
U • . A -.
(6' MAX. WITHOUT WIRE, REQUIRES USE
OF EXTRA STRENGTH COIR FIBER MATTING)
(4' MAX. WITHOUT WIRE, NORMAL STRENGTH
COIR FIBER MATTING)
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF CONTAINER PLANTING
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
MESH WIRES SHALL BE
121/2 GAUGE MINIMUM
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TOP AND BOTTOM STRANDS
SHALL BE 10 GAUGE MINIMUM
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WIRE MESH
GEOTEXTILE FABRIC SHALL BE STANDARD OR EXTRA STRENGTH
SYNTHETIC FIBER CERTIFIED BY THE MANUFACTURER TO COMPLY
GEOTEXTILE OR COIR FIBER MATTING
WITH MATERIAL REQUIREMENTS IN ASTM STANDARDS D 6461 , 4632,
4491, 4751 , AND 4355.
D
MECHANICALLY COMPACTED FILL 2 PASSES OF
A COMPACTION DEVICE EXERTING AT LEAST
60 LB /IN ON 130TH SIDES OF FENCE
D
FENCE HEIGHT
MAX 24"
ABOVEGROUND
RUNOFF DIRECTION
I F== III
NOTES:
1. AVOID JOINTS, UNAVOIDABLE JOINTS MUST HAVE
8
4 FEET OF CLOTH OVERLAP AND SHOULD TIE
INTO THE NEXT ADJACENT POST.
°
POST DEPTH
2. PLACE ON CONTOUR EXCEPT ENDS WHICH SHOULD
4"
24" MINIMUM
BE V ABOVE GRADE TO PREVENT CUT AROUND.
3. WRAP APPROX. 6" OF GEOTEXTILE FABRIC AROUND
GEOTEXTILE OR COIR FIBER MATTING
END POSTS AND SECURE WITH TIES.
r
4. REMOVE ONCE AREA IS STABLE.
PREPARED FOR:
1
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INSTI 1'4' l'l,
2714 HENNING DR., WINSTON - SALEM, NC 27106
/ %, (336) 750 -0522 /
JACKSON CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
1j
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
/ \1
PROJECT # (SHEET NO.
03.9 2 -A
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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ROCK CROSS VANE SPECIE
MATERIALS: SPECIFICATIONS,
TYPE:
SIZE:
BOULDER SIZE:
NUMBER OF HEADER ROWS:
NUMBER OF FOOTER ROWS:
ICATIONS
GRANITE OR COMPARABLE
3 FT X 4 FT X 4FT (JACKSON)
3 FT X 3 FT X 3FT (TRIB 2)
1
FILTER FABRIC TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS 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.
CONSTRUCTED RIFFLE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
STONE BACKFILL SIZE: CLASS A AND CLASS B STONE (50/50 MIX)
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING SEE MATTING DETAIL
NOTES FOR CONSTRUCTED RIFFLE STRUCTURES:
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS - SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOP OF BANK.
4.FILL TRENCH WITH STONE TO FINAL DESIGN STREAM GRADE.
REVISIONS \
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
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ARM ANGLE
TOP OF BANK
PREPARED FOR:
6�
NO GAPS
BETWEEN
AT ROCKS
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\ HEADER
ROCK
FOOTER
ROCK
0=31
PLAN VIEW
ELEVATION POINT (SEE STRUCTURES TABLE)
RIFFLE WIDTH
A
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1
PLAN VIEW
--w— SILL —►
7
TOP OF BANK / BANKFULL (SEE NOTE 1)
FLOW �� 3,5 ARM SLOPE
ONSITE ALLUVIUM
FILTER FABRIC
FLOW �►
nlrl -LE 4
ONSITE ALLUVIUM
4
FILTER FABRIC
PROFILE VIEW A - A'
VANE ARM
INVERT
PROFILE VIEW B - B'
INVERT
PROJECT # (SHEET NO.
HEADER ROCK 039 2 ~13
2,6 1,7 / \
FOOTER ROCK
SCOUR
POOL
SECTION C - C'
INVERT AND POOL
CONSTRUCTED RIFFLE
TOE
ELEVATION POINT (SEE STRUCTURES TABLE)
I LSO L.RC
2714 HENNING DR., WINSTON - SALEM, NC 27106
(336) 750 -0522 /
HEAD OF RIFFLE
FLOW
RIFFLE THICKNE�z�,
PROFILE A -A'
COIR FIBER
MATTING
(SEE DETAIL)
TOE--\ ` TOP OF BANK
JACKSON CREEK
SURRY COUNTY, NC
SECTION B - B'
7
COL
OIR FIBER MATTING SHOULD BE
RFI\IC'HFn THRC-)I 1CzH RTnI\IF RAC'KFII I
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
/ *.1
DETAILS
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 6"
f LIVE STAKE
{ TOE OF SLOPE
BOTTOM OF CHANNEL
SECTION A - A'
LIVE STAKING
� A
TOP OF STREAMBANK j —TOP OF STREAMBANK
C PLANT STAKES FROM TOP OF BANK TO TOE
OF BANK IN A DIAMOND SHAPED STAGGERED
LIVE STAKES . PATTERN AT A 5' SPACING
TOE OF SLOPE
I 11 /C C`TA1Z Mf- NFR1'T' MAMC`IAIL -1 M IR11"l1f— AT17' 11 ON PLANS
SMALL ANCHORS ON
2 FT CENTERS
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 ANCHORS MUST BE PRE - APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
LIVE STAKES
SEE PLAN VIEW SHEET FOR LIVE STAKING LOCATIONS
TYPICAL LIVE STAKING AREA PLAN VIEW
MATTING SMALL ANCHOR TRENCH
IN TRENCH ON V CENTERS
ANCHOR OVERLAP
ON V CENTERS
i
A'
PLAN VIEW
SQUARE CUT TOP—\
BUDS FACING UPWARD
AFTER INSTALED _
LIVE CUTTING MIN. 1/2" DIAL
\ 2'- 3' LENGTH
i
ANGLE CUT 30 - 45 DEGREES — /
LIVE STAKE DETAIL
COIR FIBER MATTING
COIR FIBER
MATTING
ANCHORS ON
2'- 3' CENTERS
v
STREAM BED
BACKFILL WITH
STREAMBED MATERIAL
DATE
9/4/15
I-� 61T OVERLAY MIN
PLAN VIEW
RGE
ICHORS ON
ENTERS ALONG CENTER
LARGE
ANCHORS ON
2' CENTERS ALONG TOE
F
1811- 24 " FLOODPLAIN/
(TYP) EXISTING
BACKFILL GROUND
6" MIN
SMALL ANCHORS ON
V CENTERS
IN TRENCH
11 MATTING SHALL BE
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
6" BURIED BELOW STREAMBED
TYPICAL CROSS SECTION
PREPARED FOR:
I LSO L. RC
IN TI 11 1 I,
T
2714 HENNING DR., WINSTON - SALEM, NC 27106
(336) 750 -0522 /
RA AT Mf-,1M1 IT D A MC` lAIT -rI-I !'^!'lI C'I rn C'M RA A-r-rI ll�!'`
MATTING PLACEMENT
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
TYPICAL MATTING PLAN VIEW
JACKSON CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c
■ RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
PROJECT # (SHEET NO.
03.9 2 -C
DETAILS
00
LARGE ANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
2' I
211
I
24"
SMALL ANCHORS
WOODEN STAKE
1.5'T
F
11"
1
1 "(NOMINAL)
STAPLE
11l F
1 2"
ANCHOR OPTIONS
/ *-1
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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OFFSET ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
SIZE: 3 FT X 4 FT X 4FT (JACKSON)
BOULDER SIZE: 3 FT X 3 FT X 3FT (TRIB 2)
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
OUTSIDE ARM
FILTER FABRIC TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR OFFSET ROCK CROSS VANE:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE DESIGN
DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF HTE 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 FO THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION
OF THE TOP OF HEADER ROCK.
v
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
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OFFSET ROCK CROSS VANE
v
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INSIDE ARM
NO GAPS BETWEEN ROCKS
/ B' v
4
I \ �
I
SCOUR
POOL
-_- SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
PLAN VIEW
ELEVATION POINT (SEE STRUCTURES TABLE)
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE 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 CONSTRUCTION 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 CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCES
WHEN LEAVING THE PROJECT SITE.
REVISIONS \
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
PREPARED FOR:
INS I Il l 1 1.
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HEADER
ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1)
FLOW 3 ARM SLOPE
ONSITE ALLUVIUM
FILTER FABRIC/
ONSITE ALLUVIUM
PROFILE VIEW A - A'
VANE ARM
FILTER FABRIC—/
SECTION B - B`
VANE ARM CROSS SECTION
HEADER ROCK
2 1
FOOTER ROCK
' ".ADER ROCK
ROCK VANE
FOOTER TOP OF BANK / BANKFULL (SEE NOTE 1)
ROCK
FLOW --r
F- – ONSITE ALLUVIUM
B
ARM j Bl
ANGLE
FILTER FABRIC
SCOUR POOL I
NO GAPS
BETWEEN
A' ROCKS
­4 SILLS
PLAN VIEW
- ELEVATION POINT (SEE STRUCTURES TABLE)
2714 HENNING DR., WINSTON - SALEM, NC 27106
(336) 750 -0522 /
OOTER ROCK
RV
/HEADER ROCK
i 2 1
PROFILE VIEW A - A'
VANE ARM
ONSITE ALLUVIUM
° a
FILTER FABRIC
SECTION B - B'
VANE ARM CROSS SECTION
' 'r"ADER ROCK
JACKSON CREEK
SURRY COUNTY, NC
OOTER ROCK
PROJECT # (SHEET NO.
03.9 2 -D
DETAILS
ROCK VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER SIZE: 3 FT X 4 FT X 4 FT
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
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.
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c`x
• '' RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
/ \
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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FOUNDATION LOGS
TO BE INSTALLED IN
CUT TRENCHES
AS SHOWN
(SEE NOTE 3)
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PLAN VIEW - 1
FOUNDATION LOG INSTALLATION
COIR FIBER MATTING
COMPACTED BACKFILL
ALL LOG ANGLES 200 - 300
TANGENT TO TOP OF BANK
r
TOE WOOD WITH GEOLIFT O
i
PLAN VIEW - 2
ROOTWAD INSTALLATION
I 1 \7C' f- 1 1TTIA Ir CC r31 A! E=C N 1 181 r-%=3A I=ATL1
NSTALL ROOTWADS ON TOP
DF FOUNDATION LOGS
' ERPENDICULAR TO FLOW
SEE NOTE 4)
a
PLAN VIEW - 3
BRUSH LAYER INSTALLATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
S wIU I H ►
SEE STRUCTURE TABLE FINISHED BED
ELEVATION
/
DATE
9/4/15
N
PREPARED FOR:
l LS( I_.; R C1
IN TI 1'4' 1'1,
SECTION VIEW
- ELEVATION POINT (SEE STRUCTURES TABLE)
2714 HENNING DR., WINSTON - SALEM, NC 27106
/ \1 (336) 750 -0522 /
JACKSON CREEK
SURRY COUNTY, NC
INSTALL BRUSH MATERIAL (SEE NOTE 5).
AFTER BRUSH LAYER HAS BEEN COMPLETED
INSTALL SOIL LAYER (NOTE 6) AND COVER
WITH COIR FIBER MATTING (NOTE 7).
PLACE LIVE CUTTINGS IN LAYER ON TOP
OF COIR FIBER MATTING (SEE NOTE 8).
PROJECT # (SHEET NO.
03.9 2 -E
DETAILS
TOE WOOD SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
BRUSH MATERIAL TYPE: BRUSH MATERIAL
SIZE: 5 FT LONG. 1 INCH DIAMETER
ROOTWAD MATERIAL TYPE: HARDWOOD
SIZE: 10 FT LONG MIN. 12 INCH DIAMETER
TYPE: HARDWOOD
FOUNDATION LOGS SIZE: 10 FT LONG, 10 INCH DIAMETER
COIR FIBER MATTING TYPE: NETTING (SEE SPECIFICATIONS)
NOTES FOR TOE WOOD STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURE 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 STRUCTURE
TABLE. IF TOE WOOD IS BEING PLACED IN A LOCATION WHERE THERE 1S
NOT EXISTING GROUND, PLACE FILL MATERIAL AND COMPACT TO FORM
THE TRENCH FOR THE TOE WOOD MATERIALS.
3. FOUNDATION LOGS SHALL MEET THE MINIMUM DIAMETER LISTED ABOVE,
AND BE STRAIGHT, HARDWOOD, AND NOT ROTTEN. EXCAVATE TRENCH BELOW
TOEWOOD GRADE FOR FOUNDATION LOG INSTALLATION. PLACE
FOUNDATION LOGS AS SHOWN IN THE PLAN VIEW 1 TO FORM A FOUNDATION
FOR THE TOE WOOD MATERIALS TO LAY UPON. THE ANGLE BETWEEN
THE TANGENT LINE OF THE BANK AND THE UPSTREAM FACE OF THE
FOUNDATION LOG SHALL BE BETWEEN 20 TO 30 DEGREES.
4. INSTALL ROOTWADS ON TOP OF FOUNDATION LOGS, PERPENDICULAR
TO THE FLOW AS SHOWN IN PLAN VIEW 2.
5. INSTALL BRUSH MATERIAL INCLUDING BRANCHES, LOGS,
AND BRUSH, 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
(PLAN VIEW 3).
6. PLACE AN UNCONSOLIDATED LAYER OF SOIL AND COBBLE ON TOP OF BRUSH
LAYER.
7. COVER SOIL AND COBBLE LAYER IN COIR FIBER MATTING.
8. INSTALL LIVE CUTTINGS, INCLUDING BRANCHES AND BRUSH, AT LEAST 5 FEET
IN LENGTH, AND AT LEAST 1 INCH IN DIAMETER.
9. CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS (AS SPECIFIED OR DIRECTED
BY THE ENGINEER) TO REBUILD THE STREAMBANK ABOVE THE TOE WOOD LAYER.
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
/
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Parameter
Stream Name
Rosgen Stream Type
Drainage Area (sq mi)
Reach Length (ft)
IBankfull Width (ft)
IBankfull Mean Depth (ft)
I Width /Depth Ratio
IBankfull Area (sq ft)
IBankfull Max Depth (ft)
(Width of Floodprone Area (ft)
IEntrenchment Ratio
o I Max Pool Depth (ft)
.2
E I Ratio of Max Pool Depth to
E Bankfull Depth
Pool Width (ft)
Ratio of Pool Width to Bankfull
Width
Pool to Pool Spacing (ft)
Ratio of Pool to Pool Spacing to
Bankfull Width
(Bank Height Ratio
Meander Length (ft)
Meander Length Ratio
L (Radius of Curvature (ft)
(Radius of Curvature Ratio
Meander Belt Width (ft)
Meander Width Ratio
Sinuosity
Valley Slope (ft/ft)
IWS Slope (ft/ft)
0
CL I Pool Slope (ft/ft)
Ratio of Pool Slope to WS Slope
D16 (mm)
ID35 (mm)
ID50 (mm)
ate, ID84 (mm)
m
ID95 (mm)
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
12.0 I 18.0
2.0 3.5
1.0 1.5
1.5 6.0
1.0 1.1
Parameter
Stream Name
Rosgen Stream Type
Drainage Area (sq mi)
Reach Length (ft)
Bankfull Width (ft)
Bankfull Mean Depth (ft)
Width /Depth Ratio
Bankfull Area (sq ft)
Bankfull Max Depth (ft)
Width of Floodprone Area (ft)
Entrenchement Ratio
o Max Pool Depth (ft)
N
C Ratio of Max Pool Depth to
iE Bankfull Depth
Pool Width (ft)
Ratio of Pool Width to Bankfull
Width
Pool to Pool Spacing (ft)
Ratio of Pool to Pool Spacing to
Bankfull Width
Bank Height Ratio
Meander Length (ft)
Meander Length Ratio
L Radius of Curvature (ft)
Radius of Curvature Ratio
Meander Belt Width (ft)
Meander Width Ratio
Sinuosity
Valley Slope (ft/ft)
WS Slope (ft/ft)
0
Pool Slope (ft/ft)
Ratio of Pool Slope to WS Slope
D16 (mm)
a, D35 (mm)
� D50 (mm)
a D84 (mm)
m
D95 (mm)
GEOMORPHOLOGICAL TABLE
Design
Minimum I Maximum
Jackson Creek
2014 WNCSI
B4c
1.9
2055
17.4 20.0
1.2 1.4
12.0 16.0
25.3
1.6
Existing
27.0
Minimum
I Maximum I
Average
2.6
Jackson Creek
2.0
3.2
2014 WNCSI
28.5
1.1
E4 /B4c
72.0
108.0
1.9
6.0
1.0
2055
165.8
11.8
19.2
16.0
1.3
2.0
1.6
5.9
14.7
10.4
23.6
26.6
25.1
2.1
2.6
2.3
43.0
23.7
1.1
3.3
1.4
0.7
2.0
2.9
1.8
2.0
2.1
4.0
16.0
20.8
24.0
1.0
1.3
1.5
77.7
154.1
115.5
4.9
9.7
7.2
1.1
3.6
2.5
165.8
323.5
236.4
10.4
20.3
14.8
38.3
77.9
55.2
2.4
4.9
3.5
25.3
56.3
39.9
1.6
3.5
2.5
2.27
1.03
0.0561
0.0324
0.0093
0.0561
0.0143
0.0090
0.0001
0.0001
0.0001
0.00
0.01
0.01
3.9
7.7
1.0
7.5
14.9
13.7
9.9
19.9
22.4
19.8
39.5
63.9
25.8
51.6
88.2
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
12.0 I 18.0
2.0 3.5
1.0 1.5
1.5 6.0
1.0 1.1
Parameter
Stream Name
Rosgen Stream Type
Drainage Area (sq mi)
Reach Length (ft)
Bankfull Width (ft)
Bankfull Mean Depth (ft)
Width /Depth Ratio
Bankfull Area (sq ft)
Bankfull Max Depth (ft)
Width of Floodprone Area (ft)
Entrenchement Ratio
o Max Pool Depth (ft)
N
C Ratio of Max Pool Depth to
iE Bankfull Depth
Pool Width (ft)
Ratio of Pool Width to Bankfull
Width
Pool to Pool Spacing (ft)
Ratio of Pool to Pool Spacing to
Bankfull Width
Bank Height Ratio
Meander Length (ft)
Meander Length Ratio
L Radius of Curvature (ft)
Radius of Curvature Ratio
Meander Belt Width (ft)
Meander Width Ratio
Sinuosity
Valley Slope (ft/ft)
WS Slope (ft/ft)
0
Pool Slope (ft/ft)
Ratio of Pool Slope to WS Slope
D16 (mm)
a, D35 (mm)
� D50 (mm)
a D84 (mm)
m
D95 (mm)
GEOMORPHOLOGICAL TABLE
Design
Minimum I Maximum
Jackson Creek
2014 WNCSI
B4c
1.9
2055
17.4 20.0
1.2 1.4
12.0 16.0
25.3
1.6
2.0
27.0
43.0
1.4
2.2
2.6
4.1
2.0
3.2
20.0
28.5
1.1
1.5
72.0
108.0
4.0
6.0
1.0
1.1
165.8
323.5
10.4
20.3
38.3
77.9
2.4
4.9
25.3
56.3
1.6
3.5
1.01
0.0093
0.0092
0.0001
0.01
1.0
13.7
22.4
63.9
88.2
NOTES:
1. GEOMORPHOLOGICAL TABLE PROVIDED FOR PERMITTING REVIEW PURPOSES. CONTRACTOR SHALL NOT USE THE INFORMATION FOR CONSTRUCTION PURPOSES.
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
\ /
DATE
9/4/15
PREPARED FOR:
wo
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
J �
Parameter
Stream Name
Rosgen Stream Type
Drainage Area (sq mi)
Reach Length (ft)
IBankfull Width (ft)
IBankfull Mean Depth (ft)
(Width /Depth Ratio
IBankfull Area (sq ft)
IBankfull Max Depth (ft)
(Width of Floodprone Area (ft)
IEntrenchement Ratio
o I Max Pool Depth (ft)
aa) I Ratio of Max Pool Depth to
E Bankfull Depth
0
(Pool Width (ft)
(Ratio of Pool Width to Bankfull
Width
(Pool to Pool Spacing (ft)
Ratio of Pool to Pool Spacing to
Bankfull Width
Bank Height Ratio
Meander Length (ft)
(Meander Length Ratio
E (Radius of Curvature (ft)
is
(Radius of Curvature Ratio
CL (Meander Belt Width (ft)
(Meander Width Ratio
Sinuosity
Valley Slope ( ft/ft)
°2 IWS Slope ( ft/ft)
0
CL (Pool Slope (ft/ft)
Ratio of Pool Slope to WS Slope
D16 (mm)
ID35 (mm)
c ID50 (mm)
a-°, ID84 (mm)
m
ID95 (mm)
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
12.0
2.0
1.0
1.5
1.0
18.0
3.5
1.5
6.0
1.1
Existing
2.9
Minimum
Maximum
Average
Jackson Creek - Trib
2
2014 WNCSI
2014 WNCSI
12.0
B4
E4 /C4
0.02
0.38
297
639
0.6
2.0
12.9
4.2
0.4
1.0
5.0
12.7
0.8
13.2
1.2
0.5
1.4
2.0
2.1
43.0
1.1
3.3
1.0
0.7
2.0
1.5
1.8
2.0
12.0
4.0
19.4
6.0
2.0
1.5
23.1
29.2
73.6
50.3
2.3
5.7
3.9
4.5
2.0
N/A
33.5
105.5
69.6
2.6
8.2
5.4
7.4
26.6
13.4
0.6
2.1
1.0
9.7
24.0
19.0
0.8
1.9
1.5
1.00
2.27
0.0561
0.0324
0.0561
0.0143
0.0001
0.0001
0.00
0.01
3.9
7.7
7.5
14.9
9.9
19.9
19.8
39.5
25.8
51.6
NOTES:
1. GEOMORPHOLOGICAL TABLE PROVIDED FOR PERMITTING REVIEW PURPOSES. CONTRACTOR SHALL NOT USE THE INFORMATION FOR CONSTRUCTION PURPOSES.
REVISIONS
NO. DESCRIPTION ENGR. APPROV
1 PERMIT SUBMITTAL KLT KLT
\ /
DATE
9/4/15
PREPARED FOR:
wo
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
J �
Parameter
Stream Name
Rosgen Stream Type
Drainage Area (sq mi)
Reach Length (ft)
IBankfull Width (ft)
IBankfull Mean Depth (ft)
(Width /Depth Ratio
IBankfull Area (sq ft)
IBankfull Max Depth (ft)
(Width of Floodprone Area (ft)
IEntrenchement Ratio
o I Max Pool Depth (ft)
aa) I Ratio of Max Pool Depth to
E Bankfull Depth
0
(Pool Width (ft)
(Ratio of Pool Width to Bankfull
Width
(Pool to Pool Spacing (ft)
Ratio of Pool to Pool Spacing to
Bankfull Width
Bank Height Ratio
Meander Length (ft)
(Meander Length Ratio
E (Radius of Curvature (ft)
is
(Radius of Curvature Ratio
CL (Meander Belt Width (ft)
(Meander Width Ratio
Sinuosity
Valley Slope ( ft/ft)
°2 IWS Slope ( ft/ft)
0
CL (Pool Slope (ft/ft)
Ratio of Pool Slope to WS Slope
D16 (mm)
ID35 (mm)
c ID50 (mm)
a-°, ID84 (mm)
m
ID95 (mm)
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
12.0
2.0
1.0
1.5
1.0
18.0
3.5
1.5
6.0
1.1
Design
Minimum I Maximum
Jackson Creek - Trib 2
2014 WNCSI
B4
0.38
300
9.7
0.7
12.0
0.9
14
1.4
1.5
2.0
15.4
1.5
40.0
4.0
1.0
33.5
3.2
26.6
2.5
24.0
2.3
JACKSON CREEK
SURRY COUNTY, NC
7.8
1.10
0.0295
0.0269
0.0001
0.00
7.7
14.9
19.9
39.5
51.6
11.2
0.8
16.0
1.2
22
2.2
2.6
3.5
15.8
1.5
60.0
6.0
1.1
142.0
13.6
63.0
6.0
55.0
5.3
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
Design
Minimum I Maximum
Jackson Creek - Trib 1
2014 WNCSI
B4
0.02
297
Existing
2.9
Minimum
I Maximum I
Average
Jackson Creek - Trib 1
0.3
2014 WNCSI
18.0
12.0
B4
0.02
1.0
297
0.4
0.6
2.0
4.2
0.4
5.0
2.2
0.8
0.7
1.2
0.5
3.5
2.0
2.1
1.1
4.5
1.0
0.7
1.0
1.5
1.8
12.0
4.0
1.5
6.0
2.0
6.0
23.1
74.3
47.0
11.5
37.1
23.5
N/A
4.5
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0561
0.0561
0.0001
0.00
3.9
7.5
9.9
19.8
25.8
Design
Minimum I Maximum
Jackson Creek - Trib 2
2014 WNCSI
B4
0.38
300
9.7
0.7
12.0
0.9
14
1.4
1.5
2.0
15.4
1.5
40.0
4.0
1.0
33.5
3.2
26.6
2.5
24.0
2.3
JACKSON CREEK
SURRY COUNTY, NC
7.8
1.10
0.0295
0.0269
0.0001
0.00
7.7
14.9
19.9
39.5
51.6
11.2
0.8
16.0
1.2
22
2.2
2.6
3.5
15.8
1.5
60.0
6.0
1.1
142.0
13.6
63.0
6.0
55.0
5.3
Reference Criteria
Minimum I Maximum
"B" Channel Design Criteria
B
Design
Minimum I Maximum
Jackson Creek - Trib 1
2014 WNCSI
B4
0.02
297
1.00
0.0561
0.0561
0.0001
0.00
3.9
7.5
9.9
19.8
25.8
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c`x
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P- 1 182
PROJECT # (SHEET NO.
03.9 3
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
J,
2.9
3.1
0.3
0.3
12.0 I
18.0
12.0
16.0
1.0
0.4
0.6
4.2
6.6
1.4
2.2
0.7
1.2
2.0
3.5
2.0
3.5
3.0
4.5
1.0
1.5
1.0
1.5
12.0
18.0
1.5
6.0
4.0
6.0
1.0
1.1
1.0
1.1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0561
0.0561
0.0001
0.00
3.9
7.5
9.9
19.8
25.8
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING c`x
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P- 1 182
PROJECT # (SHEET NO.
03.9 3
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
J,

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1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS SHOWN.
2. ANY PROPOSED CHANGES MUST BE APPROVED BY THE ENGINEER.
REVISIONS
NO. DESCRIPTION
1 PERMIT SUBMITTAL
\ /
ENGR. APPROV. DATE
KLT KLT 9/4/15
CONSTRUCTION SEQUENCE
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.
2. A gravel, Class A stone "construction entrance ", shall be installed as shown on the plans.
3. Temporary staging areas shall be established as shown on the plans. Install silt fence around the down -
slope perimeter of the staging /stockpile areas to avoid sediment runoff.
4. Construction shall proceed upstream to downstream.
5. The restored channel sections shall be stabilized with in- stream structures, 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.
6. Excess soil materials shall be disposed of in areas shown on the plans, with silt fence installed on the stream
side(s).
7. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to May).
8. 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.
9. The Contractor shall ensure that the project is free of trash and leftover materials prior to demobilization of
equipment from the site.
PREPARED FOR:
Ko
ICES()UR L
11N, -�_ I' I' I' U, FF
2714 HENNING DR., WINSTON- SALEM, NC 27106
(336) 750 -0522
STRUCTURES TABLE
STRUCTURES TABLE WILL BE ADDED UPON DESIGN APPROVAL
/ \
JACKSON CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P -1 182
/ \
PROJECT # (SHEET NO.
039 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
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PLAN /
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NO. DESCRIPTION ENGR. APPROV. DATE
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559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
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+
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J -
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11 +00 12 +00 13 +00
\ PREPARED FOR: \
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\ (336) 750 -0522 /
O
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559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
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REVISIONS PREPARED FOR:
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
JACKSON GREEK
RESOU1�CE SURRY COUNTY, NC
INS'I'I`I'U'I'h,
2714 HENNING DR., WINSTON- SALEM, NC 27106
\ (336) 750 -0522 /
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
PROJECT ENGINEER 1\
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS \ PREPARED FOR: \ '�
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15 lqo
USOUIBC'E
INS'fITU'I'1�_
2714 HENNING DR., WINSTON- SALEM, NC 27106
/ (336) 750 -0522 /
JACKSON CREEK
SURRY COUNTY, NC
END CONSTRUCTION
JACKSON CREEK
33+77.10
PROJECT # (SHEET NO.
03.9 8
PLAN 1
PROFILE
NAD 83
20 10 O 20 40
III I�
SCALE (FT)
PREPARED IN THE OFFICE OF:
ECOSYSTEM
nPLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
/ *.1
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

9/2/2015
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BEGIN CONSTRUCTION TIE TO 48" CMP INLET
�' / / / ' � //
TRIB ELEV. = 1059.8 � i
2 I / / �
10 +00.00
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10 +00 11 +00 12 +00
REVISIONS PREPARED FOR:
NO. DESCRIPTION ENGR. APPROV. DATE
1 PERMIT SUBMITTAL KLT KLT 9/4/15
INS'14TU'I'l�_
2714 HENNING DR., WINSTON- SALEM, NC 27106
/ (336) 750 -0522 /
/%/ r /
/ /
/
END CONSTRUCTION
TRIB 2
13+20.12
i
- �3ANKFULL BENCH i' I � I I
DESIGN BANKFULL SLOPE = 0.0269 FT/FT
l i I l l i l I l i l l I i l I! II111
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-- DESIGN -I
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I I
I I
END CONSTRUCTIOPq I
JACKSON CREEK TRIB 2
STA. 19 +6,9.UU 5 I A. l :3+2U. I
ELEV. = 1 058.52' ELEV. = 1058.52'
/
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
\/
\
PROJECT # (SHEET NO.
03.9 10
f \
PLAN 1
PROFILE
\. l
_c")
20 10 0 20 40
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
J,
00
o
/%/ r /
/ /
/
END CONSTRUCTION
TRIB 2
13+20.12
i
- �3ANKFULL BENCH i' I � I I
DESIGN BANKFULL SLOPE = 0.0269 FT/FT
l i I l l i l I l i l l I i l I! II111
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13 +00
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I I
I I
END CONSTRUCTIOPq I
JACKSON CREEK TRIB 2
STA. 19 +6,9.UU 5 I A. l :3+2U. I
ELEV. = 1 058.52' ELEV. = 1058.52'
/
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P -1 182
\/
\
PROJECT # (SHEET NO.
03.9 10
f \
PLAN 1
PROFILE
\. l
_c")
20 10 0 20 40
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
J,