20141127 Ver 1_Final Plans_20160307

Vicinity Map
Not to Scale
Mud Lick Creek Mitigation Site
Cape Fear River Basin 03030003
Chatham County, North Carolina
for
8 180 360 720 1,080 1.418
Feet
N
� S
n
BEFORE YOU DIOI
CALL 1-800-632-4"9
N.C. ONE -CALL CENTER
ITS THE LAW
NCDEQ Division ®f
Mitigation l Services
FINAL PLANS
June, 2015
Stream Origins
Stream Latitude Longitude
North Branch N 350 48' 53.73" W 790 25' 56.95"
East Branch N 35° 48'46.31" W 79" 25' 56.17"
Mud Lick Creek N 35° 48'50.97" W 790 26'07.48"
*Note: Total disturbed acreage = 6.2 acres
Sheet Index
Title Sheet
Project Overview
General Notes and Symbols
Typical Sections
Stream Plan and Profile
Planting Plan
Erosion and Sediment Control Plan
Fencing Plan
Cross -Sections
Details
Project Directory
Surveying:
Turner Land Surveying, PLLC
P.O. Lox 41023
Raleigh, NC 27629
David S. Turner, PLS
919-875-1378
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 Nest Millbrook ]road, Suite 225
Raleigh, NC 27609
Angela N Allen, PE
919-851-9986
0.1
0.2
0.3
1.1-1.3
2.1-2.10
3.1
4.1
5.1
6.1-6.3
7.1-7.6
Owner:
NCDEQ Division of
Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Jeff Schaffer
919-707-8976
DEQ Contract No. D14001i
DMS ID No. 93482
SCO No. 1209857-01
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PARCEL ID: 8775123214
DB: JS PG: 0143
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PARCEL ID: 8775123214
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GRAYSON C. THOMAS HEIRS
PARCEL ID: 8775016345
DB: 411 PG: 0846
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GRAYSON C. THOMAS HEIRS
PARCEL ID: 8775016345
DB: 411 PG: 0846
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1. All erosion and sediment control practices shall comply with the North Carolina
Erosion and Sediment Control Planning and Design Manual
2. Contractor will install pump -around systems to divert flow while working in live,
flowing channels. The Contractor shall operate and maintain the pump -around
system 24 hours a da unless all disturbed areas within the pump -around work
Y Y P P
area can be stabilized by the end of the work day. Contractor shall not remove
pump -around systems and advance to the next work area until the current work
area is completed and stabilized.
3. No material from the off-line proposed stream channel excavation many be
backfilled into the adjacent existing stream channel until the newly -constructed
proposed stream section is completed, stabilized, and the stream flow has been
diverted into it, not even if that section of old/ existing stream is being pumped.
4. In areas without a pump -around system, Contractor shall disturb only as much
channel bank as can be stabilized with temporary seeding, mulch and erosion
control matting by the end of each work day.
5. Clearing and grubbing activities shall not extend more than 150 linear feet ahead
of in -stream work.
6. When crossing an active section of new or old stream channel, a Timber Mat shall
be installed according to the details and specifications.
7. All graded areas with slopes steeper than 3:1 will be stabilized within seven
working days. All other areas will be stabilized within 14 days.
8. Locations for staging and stockpile areas and stream crossings have been
provided on the Plans. Additional or alternative staging and/or stockpile areas and
stream crossings may be used by the Contractor provided that all practices
comply with the North Carolina Erosion and Sediment Control Planning and
Design manual and area approved by the Engineer prior to implementation.
9. Various types of constructed riffles are specified on the plans. Contractor shall
build the specific types of constructed riffles at locations shown on the Plans.
Changes in constructed riffle type must be approved by the Engineer.
10. Contractor is to make every effort to avoid damaging or removing existing trees.
11. Under no circumstances will the Contractor exceed the limits of disturbance shown
on the Plans.
12. Contractor is responsible for maintenance of all erosion and sediment control
measures for the duration of the project.
ExistinLy Futures
Construction Sequence
Initial Site Preparation
1. Contact North Carolina "ONE CALL" Center (1.800.632.4949) before any
excavation.
2. Contact Land Quality (919-791-4200) before any work begins on the project and
notify them of the start date.
3. Mobilize equipment and materials to the Site.
4. Identify and establish construction entrance, staging and stockpile areas, haul
roads, silt fencing, tree protection fencing and temporary stream crossings as
indicated on the Plans for work areas. Note: all construction traffic will enter the
site from the construction entrance shown on Siler City Snow Camp Road.
5. All haul roads shall be monitored for sediment loss on a daily basis. In the event of
sediment loss, silt fence or other acceptable sediment and erosion control
practices shall be installed. Silt fence outlets shall be located at points of low
elevation or a minimum spacing of 150 ft.
6. Set up temporary facilities, locate equipment within the staging area, and stockpile
materials needed for the initial stages of construction within the stockpile area(s).
7. Install and maintain an onsite rain gauge and log book to record the rainfall
amounts and dates. Complete the self -inspection as required by DENR permit.
North Branch and East Branch Construction
8. Perform any necessary clearing and grubbing in phases as work progresses. Bank
vegetation and vegetation immediately adjacent to live channels shall be left
undisturbed as long as possible. Remove all non-native and invasive vegetation
prior to beginning the channel construction
9. Construction of both North Branch and East Branch are to be done in the dry.
Construction should generally progress from upstream to downstream to prevent
sediment runoff from upstream construction affecting completed downstream
reaches. Use a pump around as shown on the plans and discussed in the General
Notes.
10. Where feasible, more than one offline section may be constructed concurrently.
Offline sections shall be tied online sequentially from downstream to upstream.
Proposed Features
11. As work progresses, remove and stockpile the top three inches of soil from the active
grading area. Stockpiled topsoil shall be kept separate for onsite replacement prior to
floodplain seeding.
12. Construct the proposed stream channel to the grade specified in the cross sections and
profile. Transfer coarse material from abandoned channel riffles to new channel riffles
utilizing a pump around when doing so.
13. Grade the adjacent floodplain area according to grades shown on the plan.
14. Install structures (riffles, angled log drop, log vane, angled log step pool, and in -bank
bioengineering such as brush toe after channel grading is completed.
15. Install stream crossing as shown in the plans and details and as directed by the
Engineer.
16. Seed (with appropriate seed mix) and straw mulch areas where the coir fiber matting is
to be installed.
17. Install coir fiber matting according to plans and specifications.
18. Backfill abandoned channel sections with stockpiled soil according to the grades shown
on the Plans. Non-native and invasive vegetation (e.g. privet, multiflora rose, and
Japanese honeysuckle) shall be removed from the existing channel prior to backfilling.
19. Prepare floodplain for seeding by applying stockpiled topsoil to the floodplain between
bankfull elevation and the grading limits, ripping, and raking/ smoothing. Seed and
mulch. Any areas within the conservation easement that have not been graded shall
be treated according to the planting plan.
20. If at any time circumstances should arise where water has been turned into the new
channel and additional work must be done on the floodplain, erosion control devices
will be installed to protect the new channel from sedimentation.
21. Once all phases of channel, floodplain and wetland construction are complete, prepare
the floodplain and wetland areas for planting per the specifications.
22. Plant live stakes on stream banks according to planting details and specifications.
Erosion Control ]features
PL PL PL Existing Property Boundary
Loo LOD
Proposed Limits of Disturbance
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Proposed Permanent Ford Crossing
Proposed Construction Entrance
- - - - - - - - - - - - - - - Existing 1' Minor Contour
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Proposed Conservation Easement
See Detail 1, Sheet 7.3
0
See Detail 4, Sheet 7.5
10+00
- - - - - - - - - - - - - - - Existing 5' Major Contour
- f -
Proposed Stream Alignment
Permanent Culvert Crossing
Proposed Silt Fence
Existing Fenceline
- - -
Proposed Bankfull
See Detail 2, Sheet 7.3
See Detail 4, Sheet 7.4
Existing Thalweg
Proposed 5' Major Contour®
Designed Channel Plug
Proposed Silt Fence Outlet
Existing Right of Way
Proposed 1' Minor Contour
See Detail 2, Sheet 7.6
See Detail 1, Sheet 7.5
ExistingOverhead Electric Line
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Proposed Chunk Riffle
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See Detail 4, Sheet 7.1
Proposed Brush Toe
See Details 4, Sheet 7.2
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Proposed Temporary Stream Crossing (Timber Mat)
See Detail 1, Sheet 7.7
p Existing Edge of Pavement
Proposed Jazz Riffle Structure
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Proposed Log Vane
Proposed Pump Around
See Detail 3, Sheet 7.5
Existing Overhead Electric Pole
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See Detail 1, Sheet 7.2
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Proposed Native Material Constructed Riffle
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Proposed Permanent CE Fencing
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Proposed Haul Road
Existing Concrete Structure
See Detail 1, Sheet 7.1
See Detail 1, Sheet 7.4
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Proposed Woody Riffle
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Proposed 3" Tube Steel Gate
Proposed Stockpile/ Staging Area
See Detail 2, Sheet 7.1
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See Detail 2, Sheet 7.4
Existing Ford Crossing
Proposed Angled Log Drop
Loo
Proposed Limits Of Disturbance
See Detail 2, Sheet 7.2
SAF
Proposed Tree Protection Fencing
Existing Farm Road
Proposed Angled Log Step Pool
See Detail 3, Sheet 7.4
See Detail 3, Sheet 7.2
Existing Bedrock/Boulders/Outcrop
Existing Wetlands
Existing Treeline
Existing Tree
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,. 2, SHEET 7.6
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REPAIR BANKS ON `
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Erosion Control Features
Permanent Riparian Seeding
Proposed Construction Entrance
Species Name
See Detail 4, Sheet 7.5
Stratum
Proposed Silt Fence
Approved
Date
See Detail 4, Sheet 7.4
Common Name
Silt Fence Outlet
Density
See Detail 1, Sheet 7.5
PanicumRedtop
rigidurum
Proposed Temporary Stream Crossing (Timber Mat)
��
See Detail 1, Sheet 7.6
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Proposed Pump Around
Winter Bentgrass
See Detail 3, Sheet 7.5
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Proposed Haul Road
Proposed Stockpile/ Staging Area
LOo Limits Of Disturbance
SAF Tree Protection Fencing
See Detail 3, Sheet 7.4
Temporary Seeding
Permanent Riparian Seeding
Approved
Species Name
Pure Live Seed (20 lbs/ acre)
Stratum
Density
Approved
Date
Species
Species Name
Common Name
Stratum
Density
All Year
PanicumRedtop
rigidurum
Panicgrass
Herb
3
All Year
Agrostis. hyemalis
Winter Bentgrass
Herb
3
Aug 1
Chasmonthium
rman
GeMillet
Herb
I.
All Year
latijolium
River Oats
Herb
3
All Year
Rudbeckia
Blackeyed Susan
Herb
2
subtomentosa
All Year
Coreopsis
Lanceleaf
Herb
2
lanceolate
Co reopsis
All Year
Carex vulpinoidea
Fox Sedge
Herb
3
All Year
Pan/cum
Decnar e
Herb
4
e[andesdnum
Temporary Seeding
Pure Live Seed
Approved
Species Name
Common Name
Stratum
Density
Date
7days
Nona
\ Slopes steeperthan 11
(lbs/acre)
Aug 15
May 1
Secale —le
Rye Grain
Herb
140
-
May-
7days for slopes greater than Win length.
All other areas With slopes flatter than 4:1
%days
None, except for penmetersand HQW Zones.
Aug 1
Setaria italica
rman
GeMillet
Herb
I.
Fertilization
Apply a 10-10-10 grade fertilizer at 700-1,000 Ib/acre. Both fertilizer and lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
used, do not mix seed and fertilizer more than 30 minutes before application.
N1pE3--in-e-1ro1—Ao—l— 1-301) NCDENMpM d W,—.I—L R..
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTleNS
Perlmefer dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
7days
Nona
\ Slopes steeperthan 11
7days
listpes-10'orlessinlengthandare
LL--\
not steeper than 2:1,14 days are a11—d.
Slopes 3.1 or flatter
14 days
7days for slopes greater than Win length.
All other areas With slopes flatter than 4:1
%days
None, except for penmetersand HQW Zones.
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED SILT FENCE
c�
PROPOSED SILT �- 0 30 — 30 /
FENCE OUTLET oo PROPOSED PUMP AROUND °
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3000� p0, —�'�.— OC
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PROPOSED STOCKPILE
"NOTE: LIMITS OF DISTURBANCE AREA = 6.2 ACRES
PROPOSEDTEMPORARY
STREAM CROSSING
PROPOSEDTREE
PROTECTION FENCING
PROPOSED STAGING AREA
EXISTING GRAVEL PATH
33
� 30
" � 331 � 331 � 331
331 — 331 — 331 371 —301
-331
331 — 331
371
01 80' 1e0' 240' 1n
(HORIZONTALI ��'
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PROPOSED
CONSTRUCTION
ENTRANCE
33
331 4Z
H4
E
V
fl2
vvpp�1
k�l
R

0' 80' 160' 240'
�noaizorvrn��
c
g
12' STEEL GATE \
SEE DETAIL 2, SHEET 7.4 g
HIGH TENSILE FENCING TO BE USED \
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE. \
5 STRAND BARBED WIRE
1' OFFSET FROM CE
SEE DETAIL 1, SHEET 7.4
\ PROPERTY BOUNDARY FOR
REPRESENTATIVE PURPOSES
ONLY. NOT FINAL SURVEY.
a
a
d\
n\
HIGH TENSILE FENCING TO BE USED a
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE.
12' STEEL GATE a\
SEE DETAIL 2, SHEET 7.4
c
5 STRAND BARBED WIRE
1' OFFSET FROM CE
SEE DETAIL 1, SHEET 7.4
6' STEEL GATE
SEE DETAIL 2, SHEET 7.4
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
x� 12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
r� Q`
�1
i
5 STRAND BARBED WIRE
1' OFFSET FROM CE /° C
SEE DETAIL 1, SHEET 7.4
1
U
/ r I
12' STEEL GATE -
SEE DETAIL 2, SHEET 7.4 / °
c� \
cE �
j \
HIGH TENSILE FENCING
TO BE USED AT ALL\ \
STREAM CROSSINGS �c
INSTEAD OF FIVE
STRAND BARBED WIRE.
12' STEEL GATE\
SEE DETAIL 2, SHEET 7.4
\HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE.
m Rp�''%
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040280
5 -Z4 -d5 -
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5 STRAND BARBED WIRE J \
1' OFFSET FROM CE
cE SEE DETAIL 1, SHEET 7.4
Ice
\ 5 STRAND BARBED WIRE I
1' OFFSET FROM CE
r I SEE DETAIL 1, SHEET 7.4 I
j U
J
HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD J
OF FIVE STRAND BARBED WIRE.
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
5 STRAND BARBED WIRE
1' OFFSET FROM CE
SEE DETAIL 1, SHEET 7.4
I
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
6' STEEL GATE
SEE DETAIL 2, SHEET 7.4
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE.
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
omnm
d
uo
� Z� o?oiN
IalZ �z�E
w
rti 3 LL
m
\HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE.
m Rp�''%
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040280
5 -Z4 -d5 -
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5 STRAND BARBED WIRE J \
1' OFFSET FROM CE
cE SEE DETAIL 1, SHEET 7.4
Ice
\ 5 STRAND BARBED WIRE I
1' OFFSET FROM CE
r I SEE DETAIL 1, SHEET 7.4 I
j U
J
HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD J
OF FIVE STRAND BARBED WIRE.
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
5 STRAND BARBED WIRE
1' OFFSET FROM CE
SEE DETAIL 1, SHEET 7.4
I
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
6' STEEL GATE
SEE DETAIL 2, SHEET 7.4
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4
HIGH TENSILE FENCING TO BE USED
AT ALL STREAM CROSSINGS INSTEAD
OF FIVE STRAND BARBED WIRE.
12' STEEL GATE
SEE DETAIL 2, SHEET 7.4

103+39.16
600
595
590 --
585
580
ODU bUU
595 595
590 590
585 585
580 580
103+64.39
ODU bUU
595 595
590 590
585 585
580 580
-30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 -50 -40 -30 -20 -10 0
104+23.12 104+46.92 104+69.47
600
595
590
585
580
103+97.14
600 600
595 595
590 590
585 585
580 580
600 600
595 595
590 590
585 585
580 580
600
595
590
585
580
10 20 30
bUU
595
590
585
580
-40 -30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50
104+99.56 105+24.19
600
595
590
585
580
-40 -30 -20 -10 0
105+59.60
600
595
590
585
580
600 600
595 595
590 590
585 585
580 580
10 20 30 40 -40 -30 -20 -10 0
ODU bUU
595 595
590 590
585 585
580 580
10 20 30 40 50 60
105+97.10
-30 -20 -10 0 10 20 30 40 50 60 70 -40 -30 -20 -10 0
106+48.30 106+78.90
600
595
590 ------------------------------
585
-- -------585 _
580
575
-50 -40 -30 -20 -10 0
Existing Ground
Proposed Grade
600 600
595 595
590 590
585 585
580 580
575 575
10 20 30 -40 -30 -20 -10 0
600
595
590
585
580
600
595
590
585
580
10 20 30 40 50 60
107+15.13
600 595
595 590
590 585
585 580
580 575
-30 -20 -10 0
10 20 30 40575
595
590
585
580
575
10 20 30 40 50
0' 10' 20' 30'
(HOR--)
ti 9
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040280
5-Z 4-d5
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107+44.03 595
595
590
585
580
595 590
590 585
585 580
580 575
107+85.04
0a0 070
590 590
585 585
580 580
575 575
108+10.07
-30 -20 -10 0 10 20 30 40 50 -40 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 40 50
108+54.60 109+00.37
595
590
585
580
575
595 595
590 590
585 585
580 580
575 575
595
590
585
580
575
0n0
590
585
580
575
-30 -20 -10 0 10 20 30 40 50 60 70 -40 -30 -20 -10 0 10 20 30 40 50 60
109+58.77 109+82.09
595 �d
590
585
580
575
595
595
590
590
585
585
580
580
r � �
v SEAL �_
040280
595 1-4
590 s ® U
585 s 4
b
580
-50 -40 -30 -20 -10 0 10 20 30 40
575
-70 -60 -50 -40 -30 -20 -10 0 10 20 30
110+06.76 110+41.57 110+83.16 U
U
595
590
585
580
575
595 595
590 590
585 585
580 580
595 595
590 590
585 585
580 580
595
b
590
585
�y
X
580
575
-40 -30 -20 -10 0 10 20 30 40 50 V -50 V V -40 -30 -20 -10 0 10 20 30 V V V -50 -40 -30 -20 -10 0 10 20 30
Existing Ground
Proposed Grade
0' 10' 20' 30'
(HORi-)
III

201+73.721 202+05.45
600
595
590
585
580
600 600
595 595
590 590
585 585
580 580
bUU bUU
595 595
590 590
585 585
580 580
-30 -20 -10 0 10 20 30 40 50 -40 -30 -20 -10 0 10 20 30 40 -50 -40 -30 -20 -10 0 10 20
202+59.39 202+93.15 k03+26.34]
600
595
590
585
580
202+32.45
600
-- 595
590
585
580
-30 -20 -10 0
203+66.50
OVV
595
590
585
580
DUU -
595 595
590 590
585 585
580 580
10 20 30 -20 -10 0
204+11.40
600 600
595 595
590 590
-- ------ -------
585 585
580 580
59`
7
59C
58.`
bUU
595
590
585
580
bUU
595
590
585
580
10 20 30 40 VVv -30 -20 -10 0 10 20 30 40
204+46.57
600 600
595 595
590 590
585 585
580 580
600
595
590
585
580
-40 -30 -20 -10 0 10 20 20 -40 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 40
k04+73.24] 205+00.85 k05+38.78]
595
590 _
585
580
-40 -30 -20 -10 0
Existing Ground
Proposed Grade
595 595
590 590
585 585
580 580
595
595
595
590
590
590
585
585
585
580
580
580
10 20 30 40 -50 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30
0' 10' 20' 30'
(HORIZONTAL)
ti 9
V SEAL
040280
5-Z 4-15
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HEAD OF RIFFLE ELEVATIO
POINT PER PROFIL
Profile A -A'
SEE PROFILE
r�
6" SALVAGED ONSITE
FLOW COBBLE/GRAVEL
BED MATERIAL
Profile View
A -A'
LOG STRUCTURE
EXPOSED UNTIL
TOP OF BANK CENTER OF CHANNEL
S'
TOE OF SLOPE
Log Section B -B'
NOTES:
• STRUCTURES SHOULD VARY IN SIZE
AND TYPE WITHIN EACH RIFFLE.
• ROCK MAY BE SUBSTITUTED FOR
LOGS AT ENGINEER'S DISCRETION.
Plan View
e
HEAD RIFFLE
m
0 z
pW0
Oaw
IF RIFFLE ELEVATION
PER PROFILE
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
RIFFLE INVERT PER PROFILE
TOP OF BANK (TYP)
'��cG.^'!,�/./ %•jai
Constructed Riffle
7.l Not to Scale
BURY INTO BANK 5' MIN.
BURY INTO BANK T MIN. (TYP)
Jazz Riffle Structure
7.1 Not to Scale
Plan View
0
O
1
CR -NM
R W
BANKFULL
B
ROCK VANES MAY
BE USED IN PLACE
OF LOGS AT
ENGINEER'S DISCRETION
MICRO POOL HABITAT
BEHIND LARGER
WOODY DEBRIS
Plan View
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
3" TO 6" DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
064
6" SALVAGED ON
COBBLE/GRAVEL
BED MATERIAL
4
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040280
5-Z4 d5
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ANP�
z
3" TO 6" BRUSHY MATERIAL
TOP OF BANK
WORKED INTO ROCKY SUBSTRATE
TOE OF SLOPE
LOG EXPOSED 1"TO 3" ABOVE
6" SALVAGED ONSITE
COBBLE/GRAVEL
FINISHED RIFFLE ELEVATION
BED MATERIAL
Section B -B'
�
b
b
Woody Riffle
�.1 Not to Scale
LENGTH VARIES PER PLAN
CLASS 1 STONE
OR SALVAGED
6" SALVAGED ONSITE ONSITE BOULDERS
COBBLE/GRAVEL MIN 0.5'xl'xl.5,
BED MATERIAL
3" MAX
Section A -A'
B
B'
Plan View
CLASS 1 STONE
OR SALVAGED
ONSITE BOULDERS
MIN 0.5'xt'xl.5'
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
CLASS 1 STONE
OR SALVAGED RIFFLE INVERT PER PROFILE
ONSITE BOULDERS
MIN 0.5'x1'x1.5' r TOP OF BANK (TVP)
r 3" MAX
Chunky Riffle
7.1 Not to Scale
o=za ml
$ e
T

6" SALVAGED ONSITE
COBBLE/GRAVEL FLOW
BED MATERIAL SILL ELEVATION PER PROFILE
12"- 15" DIAMETER LOG
ADD ROOT WAD, BRUSH TOE, POOL LENGTH PER PROFILE
HEADER LOG 10" - 15° ANGLE OR TRANSPLANTS TO LARGER BACKFILL
STREAMS AS DIRECTED BY ENGINEER STREAMBED
} NONWOVEN STREAMBED A'
Y m FILTER FABRIC O O FOOTER LOG POOL DEPTH PER PROFILE
z 0 O
--4
m O O SILL ELEVATION
0 0 PER PROFILE (TYP)SP
00 w Y NONWOVEN FILTER FABRIC
r O AS DIRECTED BY ENGINEER
B
20,-3p" EXTEND
FILTER IC
EXTEND FILTER FABRIC FLOW /POOL 5'MIN. NUPSTREAM
5' MIN. UPSTREAM
SBCtIOD A -A' BACKFILL � \ TOE OF SLOPE (TYP) Profile View
INVERT ELEVATION C
PER PROFILE
A- A TOP OF BANK
n A TOP OF BANK (TYP)
x
A' FLOW CHANNEL
OE OFPlan View BOTTOM WIDTH
f SLOPE
! STABILIZE VANE
WITH ONE BOULDER HEADER LOG
I SCOUR I ON EACH SIDE FOOTER LOG 0.2'
POOL
P.M. B - B'
EMBED LOG SILL ELEVATION
12" - 15" DIAMETER LOG
4' (MIN.) PER PROFILE (TYP)
EXCAVATE POOL
PER PROFILE Section A - A'
Plan View
Log Vane
72 Not to Scale
X BURY INTO BANK T MIN. IT
2
THALWEG
FLOW TOP OF BANK
NORMAL WATER SALVAGED ONSITE NATIVE STONE
SURFACE
3' MIN.
(TYP)
FILTER FABRIC
Profile View a J
A -A' LL
O
NOTE:
1. LOGS WITHOUT ROOT MASS MAY
BE USED ONLY IF APPROVED BY
THE PROJECT ENGINEER.
2. BOULDER MATERIAL CAN BE �I q
SUBSTITUTED IN PLACE OF /1 Angled Log
og StepP®®ll
ANGLED LOGS WITH APPROVAL 3
OF ENGINEER. 2 Not to Scale
Tian view
O
065,
,P)
;FULL
DIAMETER OR
EATER (TYP)
)L
TH
2
;AL
ION
SALVAGED ONSITE
NATIVE STONE
Angled ]Log Drops Structure
7.2 Not to Scale
6" ABOVE
DOWNSTREAM
RIFFLE INVERT
3'
SOIL
DODY DEBRIS LAYERS
BACKFILL
EROSION CONTROL MATTING
LIVE WIPS- WINTER CONSTRUCTION ONLY
COMPACTED SOIL
BRUSH AND WOOD DEBRIS
EXCAVATE TO 6" BELOW POOL DEPTH
Section A -A'
F Y
NQ
2. INSTALL A LAYER OF BRUSHNJOODY DEBRIS, WHICH SHALL CONSIST OF
TOE OF
TOP OF BANK
SLOPE
7-4i
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
3' MIN.
INSTALLED POINTING SLIGHTLY UPSTREAM.
(NP)
Log Section B -B'
NOTE:
1. LOGS WITHOUT ROOT MASS MAY
BE USED ONLY IF APPROVED BY
THE PROJECT ENGINEER.
2. BOULDER MATERIAL CAN BE �I q
SUBSTITUTED IN PLACE OF /1 Angled Log
og StepP®®ll
ANGLED LOGS WITH APPROVAL 3
OF ENGINEER. 2 Not to Scale
Tian view
O
065,
,P)
;FULL
DIAMETER OR
EATER (TYP)
)L
TH
2
;AL
ION
SALVAGED ONSITE
NATIVE STONE
Angled ]Log Drops Structure
7.2 Not to Scale
6" ABOVE
DOWNSTREAM
RIFFLE INVERT
3'
SOIL
DODY DEBRIS LAYERS
BACKFILL
EROSION CONTROL MATTING
LIVE WIPS- WINTER CONSTRUCTION ONLY
COMPACTED SOIL
BRUSH AND WOOD DEBRIS
EXCAVATE TO 6" BELOW POOL DEPTH
Section A -A'
NOTES:
1. OVEREXCAVATE T OUTSIDE OF TOP OF BANK (BANKFULL).
065,
,P)
;FULL
DIAMETER OR
EATER (TYP)
)L
TH
2
;AL
ION
SALVAGED ONSITE
NATIVE STONE
Angled ]Log Drops Structure
7.2 Not to Scale
6" ABOVE
DOWNSTREAM
RIFFLE INVERT
3'
SOIL
DODY DEBRIS LAYERS
BACKFILL
EROSION CONTROL MATTING
LIVE WIPS- WINTER CONSTRUCTION ONLY
COMPACTED SOIL
BRUSH AND WOOD DEBRIS
EXCAVATE TO 6" BELOW POOL DEPTH
Section A -A'
NOTES:
1. OVEREXCAVATE T OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL A LAYER OF BRUSHNJOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ONSITE. LIGHTLY COMPACT
BRUSHMOODY DEBRIS LAYER.
�Il�
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
4 Brush ll ®e
INSTALLED POINTING SLIGHTLY UPSTREAM.
7.2 Not to Scale
4. INSTALL EARTH BACKFILL OVER BRUSHANOODY LAYER ACCORDING TO
TYPICAL SECTION DIMENSIONS.
5. INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS.
ti 9
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040280
5-Z 4-d5
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3
r

10' MIN
CLASS A/B STONE I 10' MIN
R .. 8:7 8A
WATER DIVERSION WATER DIVERSION/
CHANNEL CHANNEL
FILTER FABRIC
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
2. MAINTAIN DIVERSION CHANNEL TO
INSURE RUNOFF DOES NOT ENTER
CHANNEL.
3. CONTRACTOR SHALL DETERMINE
APPROPRIATE FORD DIMENSIONS.
Ford Crossing
7.3 N.t to Scale
VARIES
1 FT 50/50 MIX CLASS A AND
CLASS B RIP RAP PER\
GRADES SHOWN ON PLANS.
EXISTING CHANNEL
GRADE
IN .
ROAD CREST 15'
TYPE 2 WOVEN CREST EL. 591.00'
FILTER FABRIC
i PROPOSED GRADE
MI
urro 2' 4.00' ill
#57 STONE TO
SPRINGLINE
EMBED CULVERT WAS SHOWN ON
PROFILE. BACKFILL WITH
50/50 MIX CLASS A/B RIP RAP 48" CMP
MATERIAL. INV. EL: 585.3 U/S
INV. EL: 585.0 D/S
TOP 3"
MIN. BEDDING, \#57
2 Permanent Culvert Crossings on North Branch
7.3 of to ocale
1 ' DEPTH 50 0 MIX
CLASS A AND CLASS B
i
RIPRAP OVERLAI WITH
i
— -
3" CLAS ABC
---
,
MAX 2(H):1(V) SIDE
MAX 2(H):1(V) SIDE
- SLOPE.'SIDE SLOPE TO
SLOPE. SIDE SLOPE TO
BE FACED WITH CLASS
/
. BE FACED WITH CLASS
B RIPRAp
STA 109+20
/
P
��
T =INLET
T 1 +
Y
065
D CHANNEL TO BE \ ��
BACKFILLED WITH
i
3PECIFIED FILL AS >+ 69,
FED BY ENGINEER
lig
------
VARIES
— —� 2 -X18" CULVERTS
INV. ELEV 585.3
OUT. ELEV 585
50/50 MIX CLASS AAND
CLASS B RIP RAP PER
O
GRADES SHOWN ON PLANS.
UNDISTURBED
NATIVE SOIL
BACKFILL, PLACED IN LIFTS BACKFILL OLD CHANNEL WITH
OF 4" TO 6', BORROW SPECIFIED FILL AS DIRECTED
EXCAVATION SELECTED BY BY THE ENGINEER.
ENGINEER.
C�
Q
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040280
5-Z 4-d5
b
T

4 POINT BARBED WIRE
SEE CHART FOR STRANDS
AND SPACING 5" x 5" WOOD BRACE POSTS
\ 4"x4" HORIZONTAL
GROUND H2
LINE
REMOVEP
DEBRIS FROM IN
II
#9W IRE
TWISTED
II
H1
11
II
II
II
H3
ii
Ly 8'-0"MIN
ii
8'-0"1%IN
ii
LINE BRACES
(MAXIMUM SPACIINN1G� 330')
MIN U U
MIN
ALTERNATE TYPES OF STAPLES
USE ONE #9 STAPLE OR TWO #16 STAPLES
AT EACH POINT OF ATTACHMENT.
BARBED WIRE FENCE CHART
CURVED TO FIT
DIAMETER OF FRAME
NUMBER
BARBED WIRE STRANDS
2
3
4
O
6
7
STRAND
SPACING
TYPE IS USED THROUGHOUT THE PROJECT.
L-1 J
DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
T
181' MIN
DIMENSIONS OF SQUARE POSTS AND BRACES.
I I
B 12" 12" 15" 12"
LJ
C 21" 13" 11" 8"
AT THE END OF THE BARBED WIRE ROLL.
Detail of Gate
THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON
Post Amchor
CURVES WHERE THE DEGREE OF CURVATURE IS GREATER
THAN 3 DEGREES.
N =
WIRES AS DIRECTED BY THE ENGINEER.
BRACE
LENGTH Ht
8'-0'
6'-0"
8"-0"
8"-0"
8"-0"
8"-0"
POSTS
EXPOSED H2
EMBEDMENT H3 1
2'-]"
T-5"
1 2'-]"
1 4'-11
T-1"
4'-11"
3'-1"
4'-11" 4'-11'
T-1" T-1"
LINE
LENGTH H4
5P08E0
8'-0"
6'-0"
]'-6"
T-6"
POST$
HS
EMBEDMEN HB
3'-5'
2'-]"
3'-5"
2'-]"
4'-11'
2'-T'
4'-11"
2'-7'
4'-11"
2'-1"
4'-11'
2'-]"
HORIZONTAL BRACE
x T WOOD BRACE
TOP BRACE 1-1
4 POINT BARBED WIRE
SEE CHART FOR STRANE
/ AND SPACING
e• "'001
j i li e •o
5"x 5" CORNER
WOOD BRACE POST
CORNER BRACE
USE WHEN CORNER ANGLE IS 15" OR GREATER
4 POINT BARBED WIRE
SEE CHART FOR STRANDS 5"x 5" WOOD BRACE POSTS
4"x4" HORIZONTAL AND SPACING
LINE POST 4"x4" HORIZONTAL
TOP BRACE
HStEE�
H4 i
H6
#9 WIRE
TWISTED
GROUND
GATE POST 2" PAINTED GATEPOST
TUBE STEEL GATE
1 1' 1 "— GROUND LINE ,1 I' I
�L NJ LTJ
GATEPOST ANCHOR
U- 6', 12'or 16' -U
Access Gate
T R
CURVED TO FIT
DIAMETER OF FRAME
EXISTING GROUND
CURVED TO FIT 1 0 o
DIAMETER OF J
5"
GENERAL NOTES:
1 H1
ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE
T MIN '•
AT THE OPTION OF THE CONTRACTOR, PROVIDED THE SAME
TYPE IS USED THROUGHOUT THE PROJECT.
L-1 J
DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
T
181' MIN
DIMENSIONS OF SQUARE POSTS AND BRACES.
I I
ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS.
LJ
PLACE LINE BRACES AT INTERVALS NOT TO EXCEED 300' AND
AT THE END OF THE BARBED WIRE ROLL.
Detail of Gate
THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON
Post Amchor
CURVES WHERE THE DEGREE OF CURVATURE IS GREATER
THAN 3 DEGREES.
USE CLASS "B" CONCRETE AT GATE POSTS OR
WHERE REQUIRED BY SOIL CONDITIONS. NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
CONCRETE MAY ALSO BE USED IN LIEU OF PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS
SETTING POSTS TO THEIR MAXIMUM DEPTH. AT EACH END OF ALL BRACES.
i LINE i
H3
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TYPICAL SPACINGNGALL LINE POSTS I I
END OR GATE BRACES
Five -Strand ]barbed Wire Fence - Permanent CE Fencing
9.4 of to ca e
RADIUS TO DRIP LINE OF TREE
Section View
a)Tree ]Protection,
7.4 o to Scacaaw
Hinge Assembly
2" Tube Steel (sate
7.4 of to c e
PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE
WIRE TAUT BY TWISTING BETWEEN EACH POST,
INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE
DEGREES (3") INSTALL THE FENCE TO PULL AGAINST ALL
POSTS. SEE NCDOT STD. 866.02 FOR FENCING AT DITCH
CROSSINGS, BREAKS IN GRADES AND R/W BREAKS.
USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE
ASSEMBLY AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE
SUBJECT TO APPROVAL BY THE ENGINEER. USED 2" PAINTED
STEEL PIPE FOR GATE FRAME EXCEPT AS SHOWN HERE.
ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT
LIMITED TO THE EXAMPLES SHOWN HEREON.
8' MAX. WITH WIRE
sy MIDDLE AND VERTICAL WIRES
T
FALLBE124GAGEMIN.
SA
FILTER FABRIC
TOP AND BOTTOM STRAND
Plan View SHALL BE 10 GAUGE MIN.
10
IORMETAL "T'POSTS
,SED AS STANDARDS. WIRE
.NCE SHALL BE ATTACHED TO STANDARDS
IARRIER.
NOTES:
1. ALL TREE PROTECTION BARRIERS SHALL BE REMOVED
PRIOR TO CONTRACTOR DEMOBILIZATION.
2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
BARRIERS.
FILTER FABRIC
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NOTES:
CURVED TO FIT
DIAMETER OF FRAME
EXISTING GROUND
CURVED TO FIT 1 0 o
DIAMETER OF J
H2
BOLT HING
Bolt Hinge Hinge Clamp
1 H1
(2 Required) (2 Required)
i LINE i
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TYPICAL SPACINGNGALL LINE POSTS I I
END OR GATE BRACES
Five -Strand ]barbed Wire Fence - Permanent CE Fencing
9.4 of to ca e
RADIUS TO DRIP LINE OF TREE
Section View
a)Tree ]Protection,
7.4 o to Scacaaw
Hinge Assembly
2" Tube Steel (sate
7.4 of to c e
PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE
WIRE TAUT BY TWISTING BETWEEN EACH POST,
INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE
DEGREES (3") INSTALL THE FENCE TO PULL AGAINST ALL
POSTS. SEE NCDOT STD. 866.02 FOR FENCING AT DITCH
CROSSINGS, BREAKS IN GRADES AND R/W BREAKS.
USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE
ASSEMBLY AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE
SUBJECT TO APPROVAL BY THE ENGINEER. USED 2" PAINTED
STEEL PIPE FOR GATE FRAME EXCEPT AS SHOWN HERE.
ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT
LIMITED TO THE EXAMPLES SHOWN HEREON.
8' MAX. WITH WIRE
sy MIDDLE AND VERTICAL WIRES
T
FALLBE124GAGEMIN.
SA
FILTER FABRIC
TOP AND BOTTOM STRAND
Plan View SHALL BE 10 GAUGE MIN.
10
IORMETAL "T'POSTS
,SED AS STANDARDS. WIRE
.NCE SHALL BE ATTACHED TO STANDARDS
IARRIER.
NOTES:
1. ALL TREE PROTECTION BARRIERS SHALL BE REMOVED
PRIOR TO CONTRACTOR DEMOBILIZATION.
2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
BARRIERS.
FILTER FABRIC
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040280
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NOTES:
COMPACTED FILL
EXISTING GROUND
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH
12" STAY SPACING.
%z.. �, ,.• ,1,�rixT h�T'UCUi�;��
,
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
N =
WIRES AS DIRECTED BY THE ENGINEER.
a w
3. PROVIDE 5' STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE. ANGLE
4"
EXTEND FABRIC
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a
E
STEEL TYPE.
INTO TRENCH
o -
Temporary Silt Fence
7.4 Not to Scale
T

NOTES
1. STRUCTURAL STONE SHALL BE (CLASS "B") STONE
FOR EROSION CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO.
57 STONE.
//// INTAKE HOSE
IMPERVIOUS IMUS 'B")IKE _ / � / /PUN
(SEE INSET "B")
INTAKE HOE
DEWATERING
PUMP
SEDIMENT
CONTROL
STONE
FLOW
w
A�
DISCHARGE HOSE/
DEWATERING BAG
(SEE INSET "A")
SILT FENCE
V MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
STAKE (TYP) TOP OF BANK
FENCE
SpQ & <
s.
TOE OF SLOPE
Plan View
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.,
DISCHARGE HOSE
Plan View
15'
IMPERVIOUS DIKE
(SEE INSET "B")
10'X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
EROSION CONTROL
MATTING (TYP)
STAKE (TYP)
TOE OF SLOPE
Section View
AF
WN IN SPOUT EXISTING TERRAIN DEWATERING BAG
IGH STRENGTH STRAPPIN
OR HOLDING HOSE
PLACE.
_WATER FLOW STREAM BED
FROM PUMP
FLEXIBLE 8" of CLASS B RIPRAP
DISCHARGE HOSE FILTER FABRIC
15' to 20'
Inset "A" NOTE:
Dewateaing Bag
1. PROVIDE STABILIZED OUTLET TO
STREAMBED.
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
111vWT�i�N,
Insert "B"
Itnpct ious Dike
FILTER FABRIC
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
10' MIN. / PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
Pum Around System Inset "O„
3 � � Stabilized Outlet
7.5 Not to Scale
2,�L
DRIVE GALVANIZED
16D NAIL THROUGH
STAKE 2" FROM TOP
ao
Typical Tap &
1.25"ta
1"
-TOP OF BANK
SECURE MATTING IN6"
6" DEEP TRENCH
11"
Typical Stake
Erosion Control Matting
7.5 Not to Scale
2"-3" DIAMETER COA
NOTE:
1. PER SPECIFICATIONS, ALL EROSION CONTROL
MATTING SHALL BE COMPOSED OF NATURAL FIBERS.
2. USE 2" X2" X 18" STAKES AT TOP AND TOE OF SLOPE
8" MIN. DEPTH /1
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP
DRESSING WITH STONE WILL BE NECESSARY.
4. ENTRANCE WILL BE EXTENDED AS NEEDED TO PROVIDE ADEQUATE
SEDIMENT REMOVAL.
5. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED
IMMEDIATELY.
6. USE 2"-3" DIAMETER COARSE AGGREGATE STONE APPROVED BY THE
ENGINEER.
7. PLACE FILTER FABRIC BENEATH STONE.
4 Co nstructionn Entrance
7S Not to Scale
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TIMBER MATS
X' DIM
FLOW
AA'
WATER DIVERSION CHANNEL
' ABANDONED j�\��
CHANNEL \ j\ j
SUPPORT LOG FILTER
FABRIC
12" 0 MIN. CLASS B
Plan View
NOTE: STONE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
COMPACTED SELECT
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF
EROSION CONTROL MAT MATERIAL CHANNEL BACKFILL
THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDINGEQUIPMENT UTILIZED.
SIDE SLOPE PER
7. MINIMIZE SPACES BETWEEN LOGS ON TIMBER MAT.
TYPICAL SECTION,,,,,,.,
1 Temporary Stream Crossing - Timber Mat
BOULDER TOE
7.6 Not to Scale
PROTECTION
A
Section A -A'
reel Plug7.6
2 Not to
of to ca e
TOP OF BANK
EROSION CONTROL
LIVE STAKE (TYP)
SEE PLAN VIEW
(SEED TAIL)
FOR SPACING
TOP OF BANK
JUNCUS PLUG (TYP)
TOE OF SLOPE
-TOE OF SLOPE
/
SPACING FOR LIVE STAKES
3'- S SPACING FOR JUNCUS PLUGS
Section View
Z - T SPACING FOR LIVE STAKES
Plan View
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Y
F¢
!n m
1 /2" TO 2"
DIAMETER
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NOTE:
NCL
F
1. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN
ON PLANS AND DIRECTED BY THE ENGINEER.
Live Stake Detail
]Lave Staking & ju ncus Plugs
Z6 Not to Scale
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